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HomeMy Public PortalAboutPKT-CC-2019-02-26CITY OF M 0AB FEBRUARY 26, 2019 REGULAR CITY COUNCIL MEETING CLOSED SESSIONS 4:3o P.M. PUBLIC MEETING Too P.M. City Council Chambers 217 East Center Street Moab, Utah 84532 1• Executive (Closed) Session 1.1. Strategy Session to Discuss the Purchase, Exchange, or Lease of Real Property 1.2. Discussion of the Character, Professional Competence, or Physical or Mental Health of an Individual or Individuals ?• Call to Order and Pledge of Allegiance 3• Approval of Minutes 3.1. Approval of Special Meeting Minutes of February 9, 2019 Documents: 2019-02-09 mcc minutes draft.pdf 3.2. Approval of Regular Council Meeting Minutes of February 12, 2019 Documents: 2019-02-12 mcc minutes draft new.pdf 4• Mayor and Council Reports 5• Administrative Reports 6• Citizens to Be Heard 7• Presentations 7.1. Presentation of the Mayor's Student Citizenship of the Month Award the Grand County Middle School for February 2019 7.2. Moab Area Travel Council - Sustainable Tourism $• Special Events 8.1. Approval of Permit for the 2019 Red Rock 4 Wheelers Big Saturday Parade to be held on Saturday April 20, 2019. Documents: jeep safari parade 2019 agenda summary sheet.pdf red rock 4 wheelers parade 2019.pdf big saturday fees 2019.pdf 8.2. Request for Amplified Music at Lions Park Documents: agenda summary harrison wedding 2019.pdf amplified music harrison weding june 2019 lions park.pdf 9. Old Business 9.1. State Legislative Agenda Update and Discussion Regarding Lobbying Efforts 10. New Business 10.1. Proposed Resolution 16-2019 - Adopting a City of Moab Business License Fee Schedule Briefing and Possible Action Documents: agenda summary business license fees.pdf resolution 16-2019.pdf resolution 16-2019 schedule of fees.pdf 10.2. Proposed Ordinance 2019-08 - Amending Moab Municipal Code Chapter 5.67 - Nightly Rental Business Licensing Briefing and Possible Action Documents: agenda summary chapter 5.pdf ordinance 2019-08.pdf chapter 5.67 code clean copy.pdf chapter 5.67 code legislative copy.pdf 10.3. Proposed Resolution 15-2019: A Resolution Approving the Cottonwood Subdivision, Plat B, Lot 1 Amended (Minor Court Subdivision), a Minor Subdivision of Lot 1 of the Cottonwood Subdivision, Plat B, Located in the R-2, Single -household and Two -household Residential Zone, as Referred to City Council by the Planning Commission Discussion and possible action Documents: cottonwood subdivision plat b lot 1 amended agenda summary. pdf resolution 15-2019 cottonwood subdivision plat b lot 1 amended.pdf cottonwood subdivision plat b lot 1 amended final plat.pdf cottonwood subdivision lot 1 aerial.pdf 10.4. Proposed Resolution 14-2019: A Resolution Approving the Final Plat of the Creekside Townhomes Subdivision on Property Located at 545 Kane Creek Boulevard in the R-3, Multi -Household Residential Zone and Approving a Subdivision Improvements Agreement for Public Improvements, as Favorably Referred to Council by the Planning Commission Discussion and possible action Documents: creekside townhomes subdivision final plat agenda summary.pdf resolution 14-2019 creekside townhomes final plat.pdf creekside townhomes subdivision improvements agreement with exhibits.pdf creekside townhomes final plat.pdf creekside townhomes aerial.pdf 10.5. Discuss scope and approach for developing a future land use plan with Landmark Design 11.• Approval of Bills Against the City of Moab 12. Adjournment Special Accommodations: In compliance with the Americans with Disabilities Act, individuals needing special accommodations during this meeting should notify the Recorder's Office at 217 East Center Street, Moab, Utah 84532; or phone (435) 259-5121 at least three (3) working days prior to the meeting. Check our website for updates at: www.moabcity.org MOAB CITY CITY COUNCIL RETREAT MEETING --DRAFT FEBRUARY 9, 2019 Call to Order and Attendance: The Moab City Council held a Special City Council Retreat Meeting on the above date in the Moab Arts and Recreation Center located at 111 East loo North Street. An audio recording is archived at http://www.utah.gov/pmn/index.html. Mayor Emily Niehaus called the meeting to order at 9:07 AM. In attendance were Councilmembers Rani Derasary, Tawny Knuteson-Boyd, Karen Guzman -Newton, Kalen Jones and Mike Duncan. Also in attendance were City Manager David Everitt, City Finance Director Rachel Stenta, Assistant City Manager Joel Linares, Development Services Manager Sommar Johnson, Communications and Engagement Director Lisa Church, Public Works Director Pat Dean, Deputy Recorder Dani Guerrero, Sustainability Director Rosemarie Russo, Executive Administrative Assistant Carmella Galley and Recorder/Project Specialist Eve Tallman. One member of the press attended. Workshop to Discuss Setting Goals and Priorities For Calendar Year 2°19: City Manager Everitt introduced the general agenda for the day. Mayor Niehaus guided a review of the prior year's work plan. Discussion on various topics followed, including moving Quality of Life and Cross -Jurisdictional Initiatives issues to the top of the priority list. Among subjects discussed were special events, constituent communications, the upcoming visioning process regarding a future land use plan, the proposed io-year sustainability plan, a joint legislative strategy with Grand County, Dark Skies, All -Terrain Vehicle (ATV) noise issues, support for the development of the new Utah State University (USU) campus and future shared services with Grand County. The review of the work plan then moved to a discussion about Housing. Councilmember Knuteson-Boyd suggested changing the verbiage of the work plan to shift toward community education efforts. Also discussed were impact fees on accessory dwelling units, planned affordable developments, housing stock and affordability. Discussion ensued regarding promotion of increasing the stock of primary residential units. Water Resource Protection was briefly reviewed. The upcoming water budget report was discussed as well as cross jurisdictional decision points regarding water supply. The City's planned review of water rates and a water conservation educational campaign were added to the list of priorities. Land Use and Planning topics were next examined. Completion of the in -progress Downtown Master Plan was brought up. Also mentioned were ongoing work on updates to the General Plan, the parking plan, timelines for various initiatives, sidewalk inventory plan and regional transportation planning. Other topics were discussed including hiring of planning staff, code revisions, residential building envelopes, signage, parking and standards for pocket neighborhoods. Code reorganization, infrastructure planning and secondary water planning were discussed including a report on whether they were already in -progress. Traffic calming, pedestrian safety and signage were discussed. Infrastructure was considered, including sidewalks, fleet management, and parks —including pickle ball, shade structures, trees and other recreational assets. A survey was debated. Under the topic of central administration, succession planning was brought up, including human resource training initiatives. Revisions to the personnel policies and procedures were Page i r 2 February 9, 2019 mentioned as an upcoming council review item. Revisions to the on -going performance evaluation process were mentioned, along with the employee wellness incentive program. Council involvement in staff hiring was discussed. Open and better government issues were brought up. The new agenda management system was touched on and differentiating between legislative and administrative decisions. The online archives, record retention and social media presence were remarked upon. New work regarding rental property owner licensing was mentioned. Councilmember Derasary requested a quarterly revenue update. Mayor Niehaus requested periodic reporting regarding fiscal management. Other topics were discussed, including public works, enterprise funds and City Center office space. Under the topic of Arts and Recreation, the proposed recreation and trails master plan was mentioned and oversight of trails planning was included in the consideration of reinstating the Parks, Recreation and Trails Director position or other options including a Wellness Director or a grant -writer. It was agreed to revisit the topic in the summer. Other considerations included signage, the golf course lease and support of arts programs. Public safety accomplishments were briefly discussed. Animal control topics were brought up as well as an idling vehicle ordinance. Councilmembers expressed interest in understanding the impacts of development on water supply with an eye toward projecting buildout and implications for water conservation measures. Councilmember Knuteson-Boyd requested shorter council meetings and options were debated for altering the meeting format and agenda order. Final changes to the administrative plan were proposed, including more work on planning and zoning topics that are considered old business, the process for consideration of planning documents, how to better engage in the state legislative process, including pending legislation regarding USU, ATV noise and tax rates. A municipal property tax was brought up as well as municipal staff customer service training. Discussion followed about the City's organizational structure and the role of development services. Mayor Niehaus suggested an examination of possible City -County coordination of development services. Moving code enforcement services to the police department was mentioned. Implications of the pending change of the County's form of government was brought up. Executive Session: Councilmember Jones moved to convene an executive closed session to discuss the Character, Professional Competence, or Physical or Mental Health of an Individual. Councilmember Guzman -Newton seconded the motion. The motion passed 5-o aye with Councilmembers Jones, Derasary, Knuteson-Boyd, Guzman -Newton and Duncan voting aye. Mayor Niehaus convened the executive closed session at 4:14 PM. Councilmember Knuteson-Boyd moved to adjourn the closed session. Councilmember Jones seconded the motion. The motion passed 5-o aye with Councilmembers Jones, Derasary, Knuteson-Boyd, Guzman -Newton and Duncan voting aye. Mayor Niehaus ended the executive closed session at 5:11 PM. Adjournment: Councilmember Knuteson-Boyd moved to adjourn the meeting. Councilmember Jones seconded the motion. The motion passed unanimously. Mayor Niehaus adjourned the meeting at 5:11 PM. APPROVED: ATTEST: Emily S. Niehaus, Mayor Rachel E. Stenta, City Recorder Page 2 of 2 February 9, 2019 MOAB CITY COUNCIL MINUTES --DRAFT REGULAR CITY COUNCIL MEETING February 12, 2019 Call to Order and Attendance: The Moab City Council held its regular meeting on the above date in the Council Chambers at the Moab City Center, located at 217 East Center Street. An audio recording is archived at: http://www.utah.gov/pmn/index.html and a video recording is archived at: https://www.youtube.com/watch?v=SGkF7guvLE8. Mayor Emily Niehaus called the meeting to order at 7:oo PM and led the Pledge of Allegiance. In attendance were Councilmembers Tawny Knuteson-Boyd, Karen Guzman -Newton, Kalen Jones and Mike Duncan. Councilmember Rani Derasary was absent. Also in attendance were City Manager David Everitt, Assistant City Manager Joel Linares, City Attorney Chris McAnany, Finance Director Rachel Stenta, Sustainability Director Rosemarie Russo, Police Chief Jim Winder, Development Services Manager Sommar Johnson, Communications and Engagement Manager Lisa Church, Treasurer Chantel Lindsay, Deputy Recorder Danielle Guerrero and Recorder/Project Specialist Eve Tallman. One -hundred and twenty-two members of the public and media were present. Approval of Minutes: Councilmember Duncan moved to approve the minutes of the January 22, 2019 meeting. Councilmember Knuteson-Boyd seconded the motion. The motion carried 4-o aye, with Councilmembers Jones, Knuteson-Boyd, Duncan and Guzman -Newton voting aye. Mayor and Council Reports: Mayor Niehaus reported that she attended the grand re- opening of City Market as well as a meeting with Rotary Club representatives regarding the restroom painting project. She stated she attended meetings of the Southeast Utah Association of Local Governments, Mill Creek focus group, Winter Innovation Summit and Rural Caucus of the state legislature. She noted that she hosted a luncheon for women mayors of Utah, went to Local Officials Day, attended the Silicon Slopes event and the Council retreat. Councilmember Duncan remarked that Councilmember Derasary was in Washington DC lobbying for continued funding of the Uranium Mill Tailings Remedial Action (UMTRA) project. He noted he attended a meeting of the Grand Water and Sewer Services Agency (GWSSA) at which rates were discussed. Councilmember Knuteson-Boyd stated she attended Local Officials Day at the state capitol and also participated in the Council retreat. Councilmember Guzman -Newton reported her attendance at the Chamber of Commerce retreat and announced the new Chamber president, Brendon Cameron. She mentioned Chamber priorities and added she attended meetings on Commercial property -assessed clean energy (CPACE) with Sustainability Director Russo, a transit meeting and a recycling meeting. She remarked that she met with the solid waste district and the airport board and attended the Council retreat. She noted her attendance with the Key Leader Board, a presentation of the Utah Recycling Coalition and the Moab Business Summit. Councilmember Jones mentioned his attendance at the Council retreat, meetings regarding Dark Skies and the Housing Task Force, and participated in a KZMU program on recycling. Administrative Report: City Manager Everitt informed the Council about the police sergeant promotion ceremony. He also reported on a policy committee meeting of the Utah League of Page 1 of 6 February 12, 2019 Cities and Towns (ULCT) which discussed upcoming possible legislation regarding sales tax in Utah, a housing bill known as Senate Bi11 34 and commercial routes for All -Terrain Vehicles (ATVs). He touched on a future trip with the Utah Department of Transportation (UDOT) to Springdale to review transportation there and noted their Main Street is also a state highway. Everitt next described progress made in the prior week regarding the franchise agreement for waste hauling. He emphasized the goals of the agreement, which are for quality service, sustainability and value for the customer. He reviewed the bidding process, from which there was one qualified response. Everitt laid out the options and pricing for residential waste and recycling and noted that mandatory recycling was no longer being proposed and that there is at least one option for trash collection that is lower cost than existing service. He explained the proposal for commercial waste hauling and recycling as well. Presentations: Students of the Month: Mayor Niehaus presented the Mayor's Student of the Month Award for Helen M. Knight Elementary School for January: Noah Laprade and for February: Ean Ellis; and for the Moab Charter School for December: Jack Cloward and for January: David Bonfiglio. Faith -Based Coalition: Bruce Louthan offered material about the aids local churches make to the community and stated the new sewer rates posed a considerable hardship. He stated he supports the new sewer plant and said the ten -fold increase in rates is not proportionate. Citizens to be Heard: J.W. Nelson spoke in opposition to raising the trash fees. Kiley Miller spoke about using Transient Room Tax (TRT) revenues to educate visitors and cautioned about the School and Institutional Trust Lands (SITLA) development plans. She spoke in favor of the new nightly lodging temporary moratorium. Barbara Fincham spoke in opposition to mandatory recycling. Carol Mayer spoke in favor of the new nightly lodging moratorium and noted several pitfalls of tourism and world-wide marketing of the area. Donald Kiffmeyer spoke in opposition to mandatory recycling. Terry Howe and Lenore Beeson presented a citizen petition with 45 signatures requesting the lowering of speed limits and increased signage on specific City streets located between North Main Street and 40o East. Kaki Hunter stated she was glad that the City responded to feedback regarding proposed mandatory recycling and that she preferred opt -in rather than opt -out. She remarked that she did not hear support for the Recycle Center and wants to see the City and County work together. Jay Prentiss spoke about increasing City fees including trash collection. He noted that many people recycle for free. George Johnson spoke in favor of voluntary recycling. He added that the plastic bag ban hurts the charity food back pack program in the schools. He also noted that the proposed Dark Sky actions could make travel more dangerous. Page 2 of 6 February 12, 2019 Dave Sakrison submitted written comments in opposition to mandatory recycling. Jessica Faun spoke in favor of source -sorted voluntary recycling. She also recommended using TRT funds to pay people to recycle and to educate the poor. Wayne Hoskisson spoke in favor of the temporary moratorium on new nightly lodging. Sue Allemand stated she believes in recycling and questioned the City's figures and asserted that residents are carrying the cost of solid waste management and that services are duplicated. Sara Melnicoff stated she wants the City to pause and fund a study. Beau Peck, from the Utah Recycling Coalition, requested the City to adhere to the state-wide standard of collecting the top ten items. He noted he does not like glass in the mix of single - stream and declared it hurts the industry. Terry Marsh spoke in opposition to mandatory recycling. David Noorlander stated he would rather have opt -in than opt -out recycling. He added that hotels should be required to recycle and pay their fair share. David Olsen affirmed the recycling options that were presented. He said they seem fair and he likes what's going on. Charlotte Mates announced the Grand Green Ball to kick off the Citizens Climate Lobby on March 16. She added there would be a training for the Lobby on February 20 at the Grand Center. She said climate affects us all. Ninarose Harmison thanked Councilmember Duncan for putting a hold on the recycling decision. Dell Keys stated she supports voluntary recycling and referred to Karla Hancock's letter. She requested that the City not increase rates. She thanked Monument Waste for their good service. She suggested the City should figure out how to have visitors pay. Kevin Walker thanked the City Council and stated he was speaking as a proxy for Zacharia Levine. He stated he was in favor of the temporary moratorium on new overnight lodging. He also stated he was in favor of opt -out recycling over opt -in. Kenneth L. Robbins pointed out he has lived in Moab since 1933 and mandatory recycling will affect his budget. He said it takes away freedom of choice and he feels voluntary recycling is ok. Steph Hamborsky stated she is new to the community and mentioned domestic recycling markets and diversion rates in Denver. She stated she felt the City's intentions are good and that mandatory recycling is wrong. Bob O'Brien referred to the affordable housing High Density Overlay and noted it was a terrific problem and that 3o percent of the local housing stock is not primary residential. He urged the City to pass the temporary moratorium on new nightly lodging. Page 3 of 6 February 12, 2019 Crystal White mentioned the Dark Sky open house on February 20. She noted her Dark Sky group wants to review the City's consideration of new lights on North Main Street. Anna Sprout said that tourists make more trash and will recycle less. She suggested there is an opportunity to hold commercial enterprises responsible. She said she is in favor of mandatory recycling for all, and the City should subsidize residential users. Jesse Faircloth stated solutions are available and that he was in favor of mandatory education. He said there are other options for recycling and mentioned picking pools. Lee Kaplan-Unsoeld stated she read about the City's motivation toward carbon footprint goals. She noted the huge number of tourists and placing the brunt on residents. She asked whether the travel to dispose of the recyclables would really reduce the carbon footprint. Josie Kovash submitted written comments: "As an avid reducer and re -user and a begrudging (after all else) recycler, I don't see any difference between mandatory trash service and mandatory recycling service. To make things more equitable, and to incentivize citizens to be waste -conscious, I think there should be a fee scale with varying bin sizes for both trash and recycling. If a small bin for each was the same fee as our current gargantuan trash bins (which take me months to fill but I pay for weekly anyway) it would be fair to make both mandatory. Additionally, I encourage the City to actively explore solutions around waste -stream reduction on both the supply end and on the visitor economy end. Recycling markets are volatile and we need to stop relying on "away." We need to reduce what is imposed on our waste stream on the consumer end. Old Business: (1:41 on audio recording) Residential, Municipal, and Commercial Solid Waste and Recycling Collection and Disposal Approved Discussion: Councilmember Guzman -Newton stated she appreciated the progress made with regard to low -volume users and less waste is the ultimate goal. She acknowledged concerns with single -stream and said educating tourists is very important. She recognized that commercial rates are going up 14-65 percent and said the infrastructure is not yet in place to require commercial recycling. City Manager Everitt stated he appreciates the flexibility of Monument Waste. He reiterated there would not be mandatory recycling for residential or commercial and explained the Recycle Center is not free and is heavily subsidized by TRT and mineral lease monies. Councilmember Jones stated he is glad the motion was tabled and the proposed trash rates are good. He emphasized the Pay as You Throw approach and affirmed the new pricing is less than any time in recent memory. He said the Recycle Center is not going away and he is interested in the opt -out option. It was pointed out that Councilmember Jones serves on the Solid Waste Special Service District Board. Councilmember Knuteson-Boyd thanked staff for their work and thanked the audience. She reiterated the Recycle Center is not free and stated it is a valuable part of our community. She reminded the audience the City is required to have a waste hauling contract and there may be room for improvement. She mentioned unpleasant conversations she had with residents who threatened to vandalize recycle bins. Councilmember Duncan noted the hefty annual subsidies for the Recycle Center and curbside pickup in the City of Grand Junction. He mentioned citizen letters and noted the sentiments expressed were that recycling should not be mandatory, commercial entities should pay their fair share and the Recycle Center should be kept open. He mentioned that single stream is not so weak a system that the City should not try it. He acknowledged that trash hauling rates are going up as much as 65 percent for business customers. Assistant City Manager Linares explained the opt -out procedure. Councilmember Duncan stated he felt all the Council members were on board. Page 4 of 6 February 12, 2019 Councilmember Guzman -Newton asked about bin buy-back and Dan Kirkpatrick of Monument Waste explained how it works. Mayor Niehaus acknowledged the solution is a three-legged stool involving government, the private sector and the non-profit community and thanked the community for helpful input. Motion and Vote: Councilmember Jones moved to approve Resolution o7-2o19 with the following changes to the proposed Franchise Agreement: under residential number of polycarts the third bullet shall read in its entirety: additional trash and recycling polycarts may located as residents on a case by case basis request for ongoing additional or reduced polycarts at a residence shall be processed during the months of February and October only except that requests will be also processed in the two months subsequent to the commencement of this agreement. The recycling polycarts number shall be permitted to be reduced to zero; and direct staff to develop and implement a communication plan by the usual channels and utility bills in English and Spanish to thoroughly inform City utility customers of the new range of service options, pricing and the option to opt out of recycling entirely. Councilmember Knuteson-Boyd seconded the motion. Councilmember Duncan moved to amend the motion to require commercial opt -out after one year and to direct staff to document proposed commercial costs associated with waste pick-up. Councilmember Guzman -Newton seconded the motion. Councilmember Jones stated he does not support this amendment. The vote to amend the motion failed 2-3 with Councilmembers Duncan and Guzman -Newton voting aye and Councilmembers Jones and Knuteson-Boyd voting nay and Mayor Niehaus breaking the tie with a nay vote. The original motion carried 4-o aye, with Councilmembers Jones, Knuteson-Boyd, Duncan and Guzman -Newton voting aye. Update on Walnut Lane Housing Initiative —Discussion City Manager Everitt explained that Senior Project Manager Tracy Dutson was out sick and updated Council by remarking that the Request for Proposals for architectural services would be ready in a month and reported that the property management has been mostly positive. New Business: (2:30 on audio recording) Moab City Planning and Zoning Commission Appointment —Confirmed Motion and Vote: Councilmember Knuteson-Boyd moved to confirm the reappointment of Kya Marienfeld to the Moab City Planning and Zoning Commission for a three-year term that ends December 31, 2021. Councilmember Guzman -Newton seconded the motion. The motion carried 4-o aye, with Councilmembers Jones, Knuteson-Boyd, Duncan and Guzman -Newton voting aye. Appointment of City Recorder —Confirmed Motion and Vote: Councilmember Duncan moved to approve Resolution 13-2019, confirming the appointment of Sommar Johnson as the City Recorder; and authorizing the City Manager to execute an Employment Agreement between the City of Moab and Sommar Johnson. Councilmember Knuteson-Boyd seconded the motion. The motion carried 4-0 aye, with Councilmembers Jones, Knuteson-Boyd, Duncan and Guzman -Newton voting aye. Temporary Prohibition of New Nightly Rental Uses Approved Discussion: Mayor Niehaus stated she is in favor and cautioned Council regarding the short time frame of the six-month moratorium. Councilmember Guzman -Newton stated she looks forward to working with the County. Councilmember Duncan asked about the process and City Manager Everitt described the future land use map and Councilmember Knuteson-Boyd noted the cap at 18o days. Duncan asked about Ken Kolm's report to inform their decision and Mayor Niehaus brought up the dilemma with C-2. Councilmember Jones remarked the moratorium is the result of a successful lodging industry and pointed out there is no property tax in the City. Page 5 of 6 February 12, 2019 He brought up the need for economic diversification and noted this can't happen with too many hotels. He cited the Nexus study and the need for affordable housing. Motion and Vote: Councilmember Guzman -Newton moved to adopt Ordinance 2oi9-o6 Enacting a Temporary Land Use Regulation Prohibiting, for a Period of 180 Days, the Development of New Nightly Rental Uses, Including Hotels/Motels, Bed and Breakfasts, and Other Overnight Accommodations Pending Completion of Revisions to City Ordinances in Zoning Districts where Nightly Rentals are Allowed. Councilmember Jones seconded the motion. The motion carried 4-o aye, with Councilmembers Jones, Knuteson-Boyd, Duncan and Guzman -Newton voting aye. Smith/Mack Boundary Line Adjustment Adopted Motion and Vote: Councilmember Jones moved to adopt Resolution 12-2019 approving the Smith/Mack Boundary Line Adjustment for lots 1 and 2 of the Secret Cove Subdivision. Councilmember Knuteson-Boyd seconded the motion. The motion carried 4-o aye, with Councilmembers Jones, Knuteson-Boyd, Duncan and Guzman -Newton voting aye. Roger Knight Construction Settlement Agreement Approved Motion and Vote: Councilmember Jones moved to approve the General Release and Settlement Agreement with Roger Knight Construction providing payment to the City of the amount of ten thousand dollars as submitted. Councilmember Guzman -Newton seconded the motion. The motion carried 4-o aye, with Councilmembers Jones, Knuteson-Boyd, Duncan and Guzman -Newton voting aye. North US-191 Street Lighting Evaluation and Recommendations —Discussion Annie Kuczkowski and Riley Rose of Clanton and Associates, a lighting engineering firm based in Boulder, Colorado presented options for safe and efficient lighting along North Highway 191. Approval of Bills: Councilmember Jones moved to approve payment of bills against the City of Moab in the amount of $1,233,805.64. Councilmember Knuteson-Boyd seconded the motion. The motion passed 4-0 aye with Councilmembers Jones, Knuteson-Boyd, Guzman -Newton and Duncan voting aye. Executive Session: Councilmember Knuteson-Boyd moved to convene a closed session to Discuss the Purchase, Exchange, or Lease of Real Property, to Discuss Reasonably Imminent and/or Pending Litigation and to Discuss the Character, Professional Competence, or Physical or Mental Health of an Individual or Individuals. Councilmember Guzman -Newton seconded the motion. The motion passed 4-o aye with Councilmembers Jones, Knuteson-Boyd, Guzman -Newton and Duncan voting aye. Mayor Niehaus convened the closed session at 10:15 PM. Councilmember Jones moved to adjourn the closed session. Councilmember Guzman -Newton seconded the motion. The motion passed 4-o aye with Councilmembers Jones, Knuteson-Boyd, Guzman - Newton and Duncan voting aye. Mayor Niehaus ended the executive closed session at 12:04 AM. Adjournment: Councilmember Jones moved to adjourn the meeting. Councilmember Guzman -Newton seconded the motion. The motion passed 4-o aye with Councilmembers Jones, Knuteson-Boyd, Guzman -Newton and Duncan voting aye. Mayor Niehaus adjourned the meeting at 12:04 AM. APPROVED: ATTEST: Emily S. Niehaus, Mayor Rachel E. Stenta, City Recorder Page 6 of 6 February 12, 2019 Moab City Council Agenda Item Meeting Date: February 26, 2019 #: Click here to enter text. Title: Approval of Permit for the 2019 Red Rock 4 Wheelers Big Saturday Parade to be held on Saturday April 20, 2019. Date Submitted: November 13, 2018 Staff Presenter: Carmella Galley Attachment(s): Parade Application Map of Lineup Police Letter for UDOT Permit Fee Schedule Options: Approve, deny, or modify. Recommended Motion: I move to approve the "Red Rock 4 Wheelers Big Saturday Parade." Background/Summary: The Easter Jeep Safari Saturday Parade was started in 1965 by the Moab Chamber of Commerce as an economic development idea to attract visitors. This was done at a time when the Moab economy was in a decline from the uranium industry. It has continued every year since. It is a way for the citizens to see the impact that Jeep Safari has on the community by letting them see the magnitude of the event. Its brief impact on Main Street (1 hour) is only the tip of the total financial contribution that it causes in the total Moab and Grand County market. CITY of MOAB PARADE PERMIT APPLICATION This application must be completed not less than 30 days nor more than 60 days before the date on which the parade is proposed. 1. Name of Organization: R _.I RACK 1-1-k) 11 ECLe a.S 2. Address: P .O • Q O�C -j ? Phone: T S - %S 9 - R ° CK 3. Contact Person R X l'i o L-� D\) Phone (H)• 43 5' `)-SS "- 6 [r-t-i- Phone (W): 'T 3S— .).--4 ®- I Q Pi" 4. Date of the Parade: A P Q( L 0.-0 ) *-)-(0 191 5. Time: 9 : O ° AM 1 6. Parade Route: (Start) S I� E A l rA bl E)N ( Finish) 7. The approximate number and type of entries expected to participate in the parade: tE�S 8. Location (by streets) for assembly areas: s A-rr(101- � 9. Assemble time: 51.(J() AN 10. Interval of space maintained between units: 2S APPLICATION NOT VALID UNLESS SIGNED As the parade applicant, I understand the rules and requirements listed on the two attached pages. I also unstand it is my responsibility to ensure all participants in the parade are aware of the ru es. Appliclint Signature /////9:4?' Date APPROVAL APPROVED [ ] DISAPPROVED [ ] Administration Date Tumber Lumber Moab BARKer WILLIAMS WAY Joe's Beauti Terrace W. Center St. Rio New Locations 9:00 AM Departures Poison Spider Mesa Crystal Geyser Copper Ridge Hell Roaring Rim See page XX THESE TRAILS LEAVE AT 8:00 AM 400 N ALL TRAILS LEAVE AT 9:00 AM Trail lineup begins at 8:00 AM (Except as noted below) 200 N. Adrift Adventures tGOLDEN SPIKE + WHERE EAGLES DARE Depart 8:00 AM \, Grand "hire Pros DAY CANYON POINT liarlim Jeep Rentals Canyon Voyages , . ®\ Vorthside Shell WIPE-OUT HILL ��'- SECRET SPIRE 3-D TRAIL Z O Bowen Motel\ X Jailhouse Cafe / . SEVENMILE RIM CLIFF HANGER Gaiter) Moab The Spoke} CENTER STREET Best Westem Plus Canyonlands Inn L:1X 100 S. PRITCHETT CANYON MOAB RIM The Hogan, Hotel Moah} 200 S `. BEHIND THE ROCKS -- fiesta Mexican;\ TIP TOE BEHIND THE ROCKS Verizon Wireless} 300 S. FLAT IRON MESA !.ions Bank ` t Golden Spike - Line up at Grand Tire Pros Moab Hotel Rock - Line up south of Moab along Hance Road Jax Trax - Line up south of Moab along Angel Rock Road Top Of The World - Line up at Lions Park upper parking lot Dome Plateau - Line up at Trail Hub (Hwy 128 & Hwy 191) CAMEO CLIFFS Sleep Inn & Suites 3 a Z c 71, rill rn N O C 2 200 N (Lspedilion Lodge I,a Sal I louse Restaurant METAL MASHER /T\loab Coffee Roasters ` 1�cll Fargo Bank GOLD BAR RIM (-Moab Information Center . ` Cant onlands Trading Post ROSE GARDEN HILL 11 (-Best Western Plus Greenwell Motel Moab Diner STEEL BENDER 410a11:\dventure ('enter `7-lilcvcn PORCUPINE RIM I Ili hpoinl Hummer Wa,h FINS 8 THINGS GRAND AVENUE HELL'S REVENGE Canyonlands Cop) Center 3Nt11111H 90N www.rr4w.com 2018 Moab Easter Jeep Safari - XX Moab City Police Department 217 East Center Street Suite 130 Moab, Utah 84532 Chief James M. Winder January 15, 2019 To whom it may concern, The Moab city Police Department has been notified that the 2019 Easter Jeep Safari has complied with all necessary provisions to proceed. We strongly support the event as it provides significant opportunities for our citizens and visitors to experience the beauty and diversity of this wonderful City. Respectfully, s M. Winder b City Police Department Jeep Safari -Big Saturday 2019 TOTAL EXPENSES stimated $6,900.0 Actual/Paid $ 6,900.00 st�d Estimated Actual N/A Total $0.00 $0.00 >200 People/Parade $0.00 $400.00 $400.00 $0.00 $0.00 Total $400.00 $400.00 Personnel Estimated Actual Police 20 @ $65/hr min 4 hours PD Vehicles- 20 @ $65/ea $5,200.00 $1,300.00 $5,200.00 # of officers being used 4 hour minimum charge $1 ,300.00 # of vehicles with those officers. Mileage from fee schedule not assessed as they are sitting at intersections. Total $6,500.00 $6,500.00 Miscellaneous Estimated Actual N/A $0.00 $0.00 Total $0.00 $0.00 Moab City Council Agenda Item Meeting Date: February 26, 2019 #: Click here to enter text. Title: Request for Amplified Music at Lions Park on June 15, 2019 for Sheyenne Harrison wedding. Date Submitted: January 30, 2019 Staff Presenter: Carmella Galley Attachment(s): Request Letter Options: Approve, deny, or modify. Recommended Motion: "I move to approve allowing amplified music at Lions Park on June 15, 2019 for Sheyenne Harrison wedding." Background/Summary: Use of amplified sound equipment at Lions Park is not permitted without special permission of the City Council. Dear Council: I'd like to reserve the Lions Park for my wedding on June 15th 2019 for all day. I plan on about 100 people coming. would like to have music as well. We will abide by park regulations. Thank you. Sheyenne Harrison Moab City Council Agenda Item Meeting Date: February 26, 2019 Title: Proposed Resolution 16-2m9 - Adopting Business License Fee Schedule Date Submitted: February 20, 2019 Staff Presenter: Chantel Lindsay, City Treasurer Attachment(s): Resolution and fee schedule Options: Approve, deny, or modify. Recommended Motion: I move to adopt the "Resolution 16-2019 a new City of Moab Business License Fee Schedule" Background/Summary: Moab City Business License fees have not been amended since 2m3. In 2001 Moab City did a cost analysis for city services provided to Moab Businesses. A business license fee study has not been done since. Business license fees must be based on the actual administrative and disproportionate costs of the services provided. Our previous analysis based fees in part on disproportionate services like police call volume by business. For this study, we were unable to obtain disproportionate fees due to lack of police call data. Therefore, we will be updating the study in one year with the police call volume we are collecting in house. After a year, we will propose adjusted fees to include those disproportionate costs for police call volumes for certain businesses. The administrative costs of renewing a business license are much less than an initial application and this new fee structure reflects this. Such as the Vendor fee has gone from $960.00/year to $214.00/year with a yearly renewal of $52.00. This analysis also recommends adopting a Good Landlord Program. I plan to phase this in within the next 12-18 months. This will improve the living standards in long term rentals. As you know, nightly rentals now require individual owners to obtain licensing and sales tax reporting. In order to implement this new license, a nightly rental fee must be approved by City Council. Please let me know if you have any questions. I would be happy to discuss. RESOLUTION #16-2019 A RESOLUTION ADOPTING A CITY OF MOAB BUSINESS LICENSE FEE SCHEDULE WHEREAS, State of Utah regulations require cities to establish their business license fee schedule based on actual costs incurred for providing selected types of services to the business community; and WHEREAS, in 2001, the City of Moab conducted a cost analysis of services provided to Moab businesses that has not been updated since 2013; and WHEREAS, in 2018, the City of Moab conducted a cost analysis of services provided to Moab businesses that has been completed; and WHEREAS, the City of Moab created a business license fee schedule based on the analysis; and WHEREAS, business license fees should be adjusted to reflect actual administrative costs; and WHEREAS, business license fee categories have been consolidated to streamline the licensing process and better meet the needs of the community; NOW, THEREFORE, WE, THE GOVERNING BODY OF THE CITY OF MOAB RESOLVE TO AMEND THE CITY OF MOAB BUSINESS LICENSE FEE STRUCTURE AS FOLLOWS: See Attachment A — Schedule of Fees Passed and adopted by action of the Governing Body of the City of Moab, Utah in open session this 26th day of February, 2019. Emily S. Niehaus Mayor ATTEST: Rachel E. Stenta City Recorder Resolution #16-2019 Page 1 of 1 Moab City, Utah Business License Schedule of Fees Base Fee Analysis Initial Fee =ee 3usiness Fee Type 1 1 Total I General Business Special Events (small) Special Events (large) Vendor Vendor - Ice Cream Truck Solicitor, Peddler, Merchant Nightly Rentals - Short Term Hotel - Short Term Rental Rentals - Long Term Street Performer Full Rate/Hour MI $ 99.00 466.00 820.00 214.00 222.00 111.00 116.00 145.00 116.00 106.00 Renewal Fee Total $ 26.00 52.00 52.00 52.00 26.00 26.00 26.00 If more than one business is being conducted at the same location (excluding alcohol licenses), the highest applicable business license fee will be charged. Moab City Council Agenda Item Meeting Date: February 26, 2m9 Title: Proposed Ordinance 2o19-o8 — Amending Moab Municipal Code Chapter 5.67 — Nightly Rental Business Licensing Date Submitted: February 19, 2m9 Staff Presenter: Chantel Lindsay, City Treasurer Attachment(s): Proposed Ordinance 2o19-08 Options: Approve, deny, or modify. Recommended Motion: I move to adopt the "Proposed Ordinance 2019- 08 amending Certain Provisions of Chapter 5.67" Background/Summary: As part of the implementation of licensing nightly rentals as outlined in chapter 5 we discovered some logistical issues. Several revisions to the code are necessary to ensure the process is efficient and precise. Summary of Changes: • One owner may license up to four locations on one application. • We are eliminating redundancies in the application submittal process. • General Operating Standards were adjusted to allow hotels. Please let me know if you have any questions. I would be happy to discuss. CITY OF MOAB ORDINANCE 2o19-08 AN ORDINANCE MODIFYING MOAB MUNICIPAL CODE TITLE 5, CHAPTER 5.67, PERTAINING TO NIGHTLY RENTALS The following findings describe the intent and purpose of this ordinance: a. From time to time the City amends its ordinances to remove outdated provisions or improve its operations. b. State law changes, along with changes in what kinds of businesses are operating in Moab, necessitate significant changes to Moab City Code Title 5 Business Licenses and Regulations; c. Subsequent to the passage of this Ordinance, new fees will be established via a separate ordinance and updated procedures will be implemented; and d. The City finds that these changes are necessary and appropriate. Therefore, the City of Moab: 1. Amends Title 5 as described in the attached document. PASSED AND ADOPTED by the Moab City Council on this 26th day of February, 21319. SIGNED: ATTEST: Emily S. Niehaus, Mayor Rachel Stenta, Recorder 1 Ch. 5.67 Nightly Rental Licenses i Moab Municipal Code Page 1 of 6 Chapter 5.67 NIGHTLY RENTAL LICENSES Sections: 5.67.010 Definitions. 5.67.020 Licenses --Required. 5.67.025 License fee. 5.67.030 Application. 5.67.040 Renewal --Term. 5.67.050 Grounds for denial. 5.67.060 Appeal of denial. 5.67.065 Assignment prohibited, application upon transfer. 5.67.070 License revocation, grounds. 5.67.080 Revocation procedure, right to cure. 5.67.090 Penalties. 5.67.100 General operating standards. 5.67.010 Definitions. For purposes of this chapter: A. "Agent" means any legally authorized entity acting on behalf of a property owner, including but not limited to a property manager, a property management company, an executor of the owner's estate, or other legal fiduciary. B. "Nightly rental," also called "short-term rental," means: 1. The use, occupancy, rent or lease, for direct or indirect remuneration, of a structure or any portion thereof, constructed for single household or multi -household occupancy, or of any other residential property, or residential property within a commercial building, for a term of thirty consecutive days or less. 2. The commercial use, by any person, of residential property, or residential property within a commercial building, for hostel, hotel, inn, lodging, motel, resort or other transient lodging uses, where the term of occupancy, possession or tenancy of the property is for a term of thirty consecutive days or less. The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses i Moab Municipal Code Page 2 of 6 3. For the purposes of this section, "remuneration" means compensation, money, rent, or other bargained -for consideration given in return for occupancy, possession or use of real property. 4. For purposes of this section, "nightly rentals" shall include bed and breakfasts. (Ord. 18- 15 § 2, 2018) 5.67.020 Licenses --Required. A. No person shall operate or engage in any nightly rental activity within the City of Moab without first obtaining and maintaining a valid nightly rental business license as required by Chapter 5.04. B. Each owner of property within the City of Moab that is being used as a nightly rental must obtain a nightly rental license. An owner may allow his or her agent to apply for and obtain the nightly rental license; however, the license shall be in the property owner's name, and filed under the property owner's name in the City license records. C. . An individual Owners owner who owns multiple nightly rental properties must obtain a separate license for each nightly rental property may list up to four (4) nightly rental property locations on one license application. A nightly rental business license fee will be assessed for each property location. Listed locations must be reported under the same Utah State Sales Tax Identification Number. Property managers and property management companies may not include multiple nightly rental properties in one license. D. If an owner of a nightly rental is using a D.B.A., that D.B.A. must be registered with the Utah Department of Commerce. E. The owner shall be the licensee, but the property manager or local representative, if applicable, shall be deemed the responsible party for purposes of operating standards and management standards. (Ord. 18-15 § 2, 2018) The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses i Moab Municipal Code Page 3 of 6 5.67.025 License fee. From time to time, the City Council may establish license fees for nightly rentals operating within the City limits Fees shall be based on the total number of bedrooms in each nightly rental. (Ord. 18-15 § 2, 2018) 5.67.030 Application. A. The application for a nightly rental license shall include all of the items outlined in Section 5.04.030. The State sales tax ID number recorded must be obtained by and associated with the owner of the property being rented. B. The applicant must show that the facility meets minimum performance standards as specified below in general operating standards. C. An inspection by the Building Inspector, Fire Chief and Health Department shall be required prior to issuance of a license and as often as necessary for enforcement of this chapter. The plans and the property itself must be approved by the Building Inspector, Fire Chief and Health Department prior to issuance of a license. (Ord. 18-15 § 2, 2018) 5.67.040 Renewal --Term. The license for a nightly rental property shall be renewed annually on July 1st, if all the conditions required at the time of the initial approval remain unchanged. (Ord. 18-15 § 2, 2018) 5.67.050 Grounds for denial. An application for a nightly rental license may be denied for any of the grounds listed in Section 5.04.040, or for a failure to fulfill any of the application requirements. (Ord. 18-15 § 2, 2018) The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses Moab Municipal Code Page 4 of 6 5.67.060 Appeal of denial. An appeal of a denial of a nightly rental business license shall follow the appeals procedure specified in Section 5.04.050. (Ord. 18-15 § 2, 2018) 5.67.065 Assignment prohibited, application upon transfer. A. No license issued under this chapter may be assigned or transferred to any person or entity not named therein; nor shall any license be assigned or transferred to another nightly rental property, whether owned by the named licensee or by another person or business entity. B. Upon the sale, conveyance, or transfer of a nightly rental property, the new owner or transferee shall, within ten business days of completion of the conveyance or sale, apply for a new nightly rental license, if he/she intends to operate a nightly rental on the premises. (Ord. 18- 15 § 2, 2018) 5.67.070 License revocation, grounds. A nightly rental license may be revoked for any of the grounds listed in Section 5.04.080, or for a violation of any of the operating standards or management standards set forth below. (Ord. 18- 15 § 2, 2018) 5.67.080 Revocation procedure, right to cure. The revocation procedure and appeal process shall follow the procedures outlined in Section 5.04.090. (Ord. 18-15 § 2, 2018) 5.67.090 Penalties. A. Any owner and/or property manager of a dwelling within the City of Moab who allows or permits occupation of said dwelling as a nightly rental, as defined herein, without having first obtained a business license in accordance with the provisions of this section shall be guilty of a The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses i Moab Municipal Code Page 5 of 6 Class A misdemeanor. The fine for a Class A misdemeanor shall be imposed for each day that the violation continued or continues to be committed B. Any other violation of this chapter may be punishable, at the election of the City, as a Class A misdemeanor, as defined under the Utah Code, or by civil action to enjoin or abate the violation. The fine for a Class A misdemeanor shall be imposed for each day that the violation continued or continues to be committed. Proof of a violation of this section shall be sufficient to obtain an injunction. In the event of civil enforcement, the City may recover its reasonable attorney fees and court costs against the violator. (Ord. 18-15 § 2, 2018) 5.67.100 General operating standards. Nightly rentals may be allowed where the applicant can show evidence of compliance with the standards and procedures outlined below, and where there is minimal impact on adjacent properties and neighborhoods. A. No license shall be granted for a nightly rental operation unless allowed as a land use in the underlying zoning district(s) in which it operates. B. The nightly rental must meet all applicable building, health and fire codes for the intended use. C. A maximum stay at a nightly rental by an individual or particular group shall not exceed thirty consecutive days. D. Maximum occupancy of any nightly rental shall be ten persons at any one time. If, however, the property has a Ere sprinkler system or other fire suppression system acceptable to the Moab Fire Chief, and the owner obtains written approval from the Fire Chief, a greater maximum occupancy may be approved by the City Treasurer. E. Each sleeping room must be equipped with smoke and CO (carbon monoxide) detectors. F. All nightly rental owners or property managers must collect and pay the applicable State transient room tax, State sales tax, City resort communities sales tax, City municipal transient rooms tax, and pay the City gross business license fee. G. Water and sewer impact fees for nightly rentals shall be calculated pursuant to Chapter 13.25. The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses i Moab Municipal Code Page 6 of 6 H. Water and sewer rates for nightly rentals shall be calculated according to the rate formulas contained in Chapter 13.24. I. The owner or property manager shall provide information on current or past occupants to police, emergency, or City personnel as requested. The owner or property manager shall respond to complaints and concerns within one hour of any phone call or other notification. Failure of the owner or property manager to respond in a timely manner may result in a violation and possible fines to the owner and/or property manager, or revocation of the nightly rental license. (Ord. 18- 15 § 2, 2018) The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Disclaimer: The City Recorder's Office has the official version of the Moab Municipal Code. Users should contact the City Recorder's Office for ordinances passed subsequent to the ordinance cited above. City Website: moabcity.org City Telephone: (435) 259-5121 Code Publishing Company The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses i Moab Municipal Code Page 1 of 6 Chapter 5.67 NIGHTLY RENTAL LICENSES Sections: 5.67.010 Definitions. 5.67.020 Licenses --Required. 5.67.025 License fee. 5.67.030 Application. 5.67.040 Renewal --Term. 5.67.050 Grounds for denial. 5.67.060 Appeal of denial. 5.67.065 Assignment prohibited, application upon transfer. 5.67.070 License revocation, grounds. 5.67.080 Revocation procedure, right to cure. 5.67.090 Penalties. 5.67.100 General operating standards. 5.67.010 Definitions. For purposes of this chapter: A. "Agent" means any legally authorized entity acting on behalf of a property owner, including but not limited to a property manager, a property management company, an executor of the owner's estate, or other legal fiduciary. B. "Nightly rental," also called "short-term rental," means: 1. The use, occupancy, rent or lease, for direct or indirect remuneration, of a structure or any portion thereof, constructed for single household or multi -household occupancy, or of any other residential property, or residential property within a commercial building, for a term of thirty consecutive days or less. 2. The commercial use, by any person, of residential property, or residential property within a commercial building, for hostel, hotel, inn, lodging, motel, resort or other transient lodging uses, where the term of occupancy, possession or tenancy of the property is for a term of thirty consecutive days or less. The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses Moab Municipal Code Page 2 of 6 3. For the purposes of this section, "remuneration" means compensation, money, rent, or other bargained -for consideration given in return for occupancy, possession or use of real property. 4. For purposes of this section, "nightly rentals" shall include bed and breakfasts. (Ord. 18- 15 § 2, 2018) 5.67.020 Licenses --Required. A. No person shall operate or engage in any nightly rental activity within the City of Moab without first obtaining and maintaining a valid nightly rental business license as required by Chapter 5.04. B. Each owner of property within the City of Moab that is being used as a nightly rental must obtain a nightly rental license. An owner may allow his or her agent to apply for and obtain the nightly rental license; however, the license shall be in the property owner's name, and filed under the property owner's name in the City license records. C. . An individual Owners owner who owns multiple nightly rental properties must obtain a separate license for each nightly rental property may list up to four (4) nightly rental property locations on one license application. A nightly rental business license fee will be assessed for each property location. Listed locations must be reported under the same Utah State Sales Tax Identification Number. Property managers and property management companies may not include multiple nightly rental properties in one license. Owners who own multiple nightly rental properties must obtain a separate license for each multiple nightly rental properties in one license. D. If an owner of a nightly rental is using a D.B.A., that D.B.A. must be registered with the Utah Department of Commerce. E. The owner shall be the licensee, but the property manager or local representative, if applicable, shall be deemed the responsible party for purposes of operating standards and management standards. (Ord. 18-15 § 2, 2018) The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses Moab Municipal Code Page 3 of 6 5.67.025 License fee. From time to time, the City Council may establish license fees for nightly rentals operating within the City limits Fees shall be based on the total number of bedrooms in each nightly rental. (Ord. 18-15 § 2, 2018) 5.67.030 Application. A. The application for a nightly rental license shall include all of the items outlined in Section 5.04.030. The State sales tax ID number recorded must be obtained by and associated with the owner of the property being rented. B. The application shall also include written evidence of compliance from the Zoning operate. GB. The applicant must show that the facility meets minimum performance standards for off street parking and landscaping as specified below in general operating standards. aC. The applicant must provide plot plans and building or floor plans one quarter inch to the foot showing the nightly rental, parking and landscaping. An inspection by the Building Inspector, Fire Chief and Health Department shall be required prior to issuance of a license and as often as necessary for enforcement of this chapter. The plans and the property itself must be approved by the Building Inspector, Fire Chief and Health Department prior to issuance of a license. (Ord. 18-15 § 2, 2018) 5.67.040 Renewal --Term. The license for a nightly rental property shall be renewed annually on July 1st, if all the conditions required at the time of the initial approval remain unchanged. (Ord. 18-15 § 2, 2018) The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses Moab Municipal Code Page 4 of 6 5.67.050 Grounds for denial. An application for a nightly rental license may be denied for any of the grounds listed in Section 5.04.040, or for a failure to fulfill any of the application requirements. (Ord. 18-15 § 2, 2018) 5.67.060 Appeal of denial. An appeal of a denial of a nightly rental business license shall follow the appeals procedure specified in Section 5.04.050. (Ord. 18-15 § 2, 2018) 5.67.065 Assignment prohibited, application upon transfer. A. No license issued under this chapter may be assigned or transferred to any person or entity not named therein; nor shall any license be assigned or transferred to another nightly rental property, whether owned by the named licensee or by another person or business entity. B. Upon the sale, conveyance, or transfer of a nightly rental property, the new owner or transferee shall, within ten business days of completion of the conveyance or sale, apply for a new nightly rental license, if he/she intends to operate a nightly rental on the premises. (Ord. 18- 15 § 2, 2018) 5.67.070 License revocation, grounds. A nightly rental license may be revoked for any of the grounds listed in Section 5.04.080, or for a violation of any of the operating standards or management standards set forth below. (Ord. 18- 15 § 2, 2018) 5.67.080 Revocation procedure, right to cure. The revocation procedure and appeal process shall follow the procedures outlined in Section 5.04.090. (Ord. 18-15 § 2, 2018) The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses Moab Municipal Code Page 5 of 6 5.67.090 Penalties. A. Any owner and/or property manager of a dwelling within the City of Moab who allows or permits occupation of said dwelling as a nightly rental, as defined herein, without having first obtained a business license in accordance with the provisions of this section shall be guilty of a Class A misdemeanor. The fine for a Class A misdemeanor shall be imposed for each day that the violation continued or continues to be committed B. Any other violation of this chapter may be punishable, at the election of the City, as a Class A misdemeanor, as defined under the Utah Code, or by civil action to enjoin or abate the violation. The fine for a Class A misdemeanor shall be imposed for each day that the violation continued or continues to be committed. Proof of a violation of this section shall be sufficient to obtain an injunction. In the event of civil enforcement, the City may recover its reasonable attorney fees and court costs against the violator. (Ord. 18-15 § 2, 2018) 5.67.100 General operating standards. Nightly rentals may be allowed where the applicant can show evidence of compliance with the standards and procedures outlined below, and where there is minimal impact on adjacent properties and neighborhoods. A. No license shall be granted for a nightly rental operation unless allowed as a land use in the underlying zoning district(s) in which it operates. B. The nightly rental must meet all applicable building, health and fire codes for the intended use. C. A maximum stay at a nightly rental by an individual or particular group shall not exceed thirty consecutive days. D. No nightly rental shall rent for compensation more than five bedrooms in any one property under one license. BD. Maximum occupancy of any nightly rental shall be ten persons at any one time. If, however, the property has a fire sprinkler system or other fire suppression system acceptable to the Moab Fire Chief, and the owner obtains written approval from the Fire Chief, a greater maximum occupancy may be approved by the City Treasurer. The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Ch. 5.67 Nightly Rental Licenses i Moab Municipal Code Page 6 of 6 EE. Each sleeping room must be equipped with smoke and CO (carbon monoxide) detectors. GF. All nightly rental owners or property managers must collect and pay the applicable State transient room tax, State sales tax, City resort communities sales tax, City municipal transient rooms tax, and pay the City gross business license fee. FIG. Water and sewer impact fees for nightly rentals shall be calculated pursuant to Chapter 13.25. IH. Water and sewer rates for nightly rentals shall be calculated according to the rate formulas contained in Chapter 13.24. H. The owner or property manager shall provide information on current or past occupants to police, emergency, or City personnel as requested. The owner or property manager shall respond to complaints and concerns within one hour of any phone call or other notification. Failure of the owner or property manager to respond in a timely manner may result in a violation and possible fines to the owner and/or property manager, or revocation of the nightly rental license. (Ord. 18- 15 § 2, 2018) The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Disclaimer: The City Recorder's Office has the official version of the Moab Municipal Code. Users should contact the City Recorder's Office for ordinances passed subsequent to the ordinance cited above. City Website: moabcity.org City Telephone: (435) 259-5121 Code Publishing Company The Moab Municipal Code is current through Ordinance 18-22, passed December 11, 2018. Moab City Council Agenda Item Meeting Date: February 26, 2019 Title: Resolution #15-2019: A Resolution Approving the Cottonwood Subdivision, Plat B, Lot 1 Amended (Minor Court Subdivision), a Minor Subdivision of Lot 1 of the Cottonwood Subdivision, Plat B, Located in the R-2, Single -household and Two - household Residential Zone, as Referred to City Council by the Planning Commission Disposition: Discussion and possible action Staff Presenter: Sommar Johnson, Development Services Coordinator Attachment(s): Attachment 1: Proposed Resolution #15-2019 - Attachment 2: Cottonwood Subdivision, Plat B, Lot 1 Amended Final Plat - Attachment 3: Aerial Recommended Motion: I move to adopt Resolution # 15-2019 approving the Final Plat for Cottonwood Subdivision, Plat B, Lot 1, Amended Background/Summary: This proposed two lot minor subdivision will split Lot 1 of the Cottonwood Subdivision into a twin -home lot. Lot 1 is 9,310 square feet (.21 acre) in area and the subdivision will create Lot 1a with 4,561 square feet Cm acres) and Lot 1b with 4,749 square feet (.11 acres). Access to the lots will be from Minor Court and two off-street parking spaces will be provided for each dwelling. Applicable Code Moab Municipal Code Chapter 16.08.020, Exceptions --Final plat, is applicable to this subdivision and allows final plats to be approved without a public hearing under specific circumstances. The text reads, "In subdivisions of less than five lots, land may be sold after recording of a plat, if all the following conditions are met: A. The subdivision plan shall have been approved by the Planning Commission, the planning coordinator, the City engineer, the City Attorney, other agencies the zoning administrator deems necessary, and the City Council; B. The subdivision is not traversed by lines of a proposed street, and does not require the dedication of any land for street or other purposes; C. Each lot within the subdivision meets the frontage width and area requirements of the zoning title or has been granted a variance from such requirements by the appeal authority; D. All final plat requirements shall be complied with; E. All provisions of Chapter 16.20 of this title shall be complied with; and F. The water supply and sewage disposal shall have been approved by the utility supervisor. " Staff responses to the standards for this type of application are as follows: A. This review by the Planning Commission is the final step prior to the application being referred to City Council; B. Dedication of property for additional public street right-of-way is not necessary and this property is not traversed by a street; C. The lots satisfy the dimensional requirements for the R-2 Zone; D. The requirements for final plats will be completely satisfied with approval by the Planning Commission and the City Council; E. Chapter 16.20 lists the Required Improvements that a subdivision must meet and those include sewers and sewerage facilities, storm water drainage conveyance and management, and street and drinking water improvements. These improvements currently exist for the surrounding development and can be easily provided to the property. F. As stated above, the utilities currently exist and are adjacent to the subject property and were approved during the construction of Sunrise Hills Subdivision. Staff recommends approval of the final plat. CITY OF MOAB RESOLUTION NO. 15-2019 A RESOLUTION APPROVING THE COTTONWOOD SUBDIVISION, PLAT B, LOT1 AMENDED (MINOR COURT SUBDIVISION), A MINOR SUBDIVISION OF LOT 1 OF THE COTTONWOOD SUBDIVISION, PLAT B, LOCATED IN THE R-2, SINGLE - HOUSEHOLD AND TWO -HOUSEHOLD RESIDENTIAL ZONE, AS REFERRED TO CITY COUNCIL BY THE PLANNING COMMMISSION The following describe the intent and purpose of this ordinance: a. Mathew Niesen, "Owner" of Lot 1, Cottonwood Subdivision also known as 420 Minor Court, Moab, Utah, 84532, a .21 acre lot; and b. Owner submitted to the City of Moab the appropriate application and documents for review and approval of the proposed two -lot minor subdivision as required in MMC Chapter 16.08.020; and c. The property is located in the R-2 Residential Zone and the proposed residential uses are allowed as established in MMC 17.45.020; and d. Owner desires to subdivide the .21 acre (9,310 square feet) Lot 1 into Lot la with 4,561 square feet (.10 acres) and Lot lb with 4,749 square feet (.11 acres) in order to construct a twin home; and e. The proposed lots satisfy the dimensional requirements of the R-2 Zone; and f. The Moab Planning Commission reviewed the application for the Cottonwood Subdivision, Plat B, Lot 1, Amended, (Minor Court Subdivision), in a regularly scheduled meeting held on February 14, 2019, to review the application and subsequently adopted Resolution #03-2019, recommending approval to the City Council in accordance with MMC Chapter 16.08.020 that allows a minor subdivision of less than five (5) lots to be reviewed without a public hearing; and g• The Moab City Council reviewed the application and considered the Planning Commission and Staff recommendations in a public meeting held on February 26, 2019; and h. Following the consideration of the technical aspects of the pertinent code sections, the Moab City Council, pursuant to Resolution #15-2019, hereby finds that the subdivision can meet or exceed the pertinent code requirements. NOW, THEREFORE, BE IT RESOLVED BY THE MOAB CITY COUNCIL, the application for the Cottonwood Subdivision, Plat B, Lot 1, Amended, Two -lot Minor Subdivision is hereby approved; PASSED AND APPROVED in open Council by a majority vote of the Governing Body of Moab City Council on , 2019. SIGNED: ATTEST: Emily Niehaus, Mayor Rachel Stenta, Recorder 2 LEGEND Qi Property Corner ® Centerline Monument Section Corner Monument CENTERLINE MONUMENT Ccv SECTION LINE & MINOR COURT Q LLJ 0 CD N 00° 14'00" E 65.10' EAST 11.67' (M) co O op Z cou- N < W co O OO N (n O — O ci) O Q Z 00 -1- SW CORNER SECTION 7 T26S, R22E. SLB&M FINAL PLAT OF COTTONWOOD SUBDIVISION, PLAT B, LOT1 AMENDED A SUBDIVISION LOCATED WITHIN SECTION 7, TOWNSHIP 26 SOUTH, RANGE 22 EAST SALT LAKE BASE AND MERIDIAN A= 39.17' R= 25.00' CB= N 45°07'00" E CL= 35.28' 115.81' MINOR COURT East 79.00' N 89°58'24" W o•q' Z N LOT 1 A 4561 Sq. Feet 0.105 Acres (TWIN HOME) 52.14' 26.87' North 90.73' N 89°12'00' W 104.28' 52.13' LOT 1 B 4749 Sq. Feet 0.109 Acres (TWIN HOME) 52.14' BITTLE LANE 41) 127.46' WRIGHT #01-MC0-0015 LOT 2 GRAPHIC SCALE 10 0 5 10 20 1" (INCH) = 10' (FEET) CENTERLINE MONUMENT MINOR COURT CUL-DE-SAC SURVEYOR'S CERTIFICATE I, Lucas Blake, do hereby certify that I am a Professional Land Surveyor, and that I hold License No. 7540504, as prescribed under the laws of the State of Utah. I further certify that by authority of the owners, I have made a survey of the tract of land shown on this plat and described hereon, and have subdivided said tract of land into lots and streets, together with easements, hereafter to be known as COTTON WOOD SUBDIVISION, PLAT B, LOT 1 AMENDED and that the same has been correctly surveyed and monumented on the ground as shown on this plat. Lucas Blake License No. 7540504 Date BOUNDARY DESCRIPTION Beginning at the Southwest corner of Lot 1, Cottonwood Subdivision, Plat"B", which bears North 00°02' East 2588.8 feet and East 11.67 feet (RECORD=13.0') from the Southwest corner of Section 7, Township 26 South, Range 22 East, Salt Lake Base and Meridian, and running thence North 00°13'57" East 65.35 feet; thence with a curve having a radius of 25.00 feet, to the right with an arc length of 39.17 feet, (a chord bearing of North 45°07'00" East 35.28 feet); thence East 79.00 feet; thence South 91.45 feet; thence North 89°12'00" West 104.28 feet to the point of beginning, having an area of 9,310 square feet, 0.21 acres. OWNER'S DEDICATIION Know all men by these presents that the undersigned are the owners of the above described tract of land, and hereby cause the same to be divided into lots, parcels and streets, together with easements as set forth to be hereafter known as COTTON WOOD SUBDIVISION, PLAT B, LOT 1 AMENDED and do hereby dedicate for the perpetual use of the public all roads and other areas shown on this plat as intended for public use. The undersigned owners also hereby convey to any and all public utility companies a perpetual, non-exclusive easement over the public utility easements shown on this plat, the same to be used for the installation, maintenance and operation of utility lines and facilities. The undersigned owners also hereby convey any other easements as shown on this plat to the parties indicated and for the purposes shown hereon. ACKNOWLEDGMENT STATE OF COUNTY OF S.S. ON THE DAY OF 20 , PERSONALLY APPEARED BEFORE ME, WHOM DID ACKNOWLEDGE TO ME THAT THEY SIGNED THE FOREGOING OWNER'S DEDICATION FREELY AND VOLUNTARILY AND FOR THE USES AND PURPOSES STATED THEREIN. NOTARY PUBLIC NOTARY PUBLIC FULL NAME: COMMISSION NUMBER: MY COMMISSION EXPIRES: SURVEY NARRATIVE The property has been accurately surveyed with the intent to subdivide land for a twin home. The basis of bearing is N 00°02' E between the SW corner and the NW corner of Section 7, Township 26 South, Range 22 East, Salt Lake Base and Meridian. Centerline monument located in cul-de-sac was used for east/west control. 5/8" x 24" rebar with survey cap to be placed at all lot corners or rights of way. Off -set pins to be placed in the back of the curb where applicable, in lieu of rebar and cap at front corners. A SUBDIVISION LOCATED WITHIN SECTION 7, TOWNSHIP 26 SOUTH, RANGE 22 EAST SALT LAKE BASE AND MERIDIAN APPROVAL BY MOAB CITY MAYOR APPROVED THIS DAY OF AD, 20 MOAB CITY MAYOR ATTEST: RED DESE Land Surveying 30 South 100 East Moab, UT 84532 435.259.8171 RECEIVED NOV 3 0 2018 BY: 9d,4_ i0,YS4 Project 217-18 Date 11/30/18 Sheet 1 OF 1 COUNTY RECORDER NO. STATE OF UTAH, GRAND COUNTY, RECORDED AT THE REQUEST OF DATE BOOK PAGE FEE COUNTY RECORDER Cottonwood subdivision r J Moab City Council Agenda Item Meeting Date: February 26, 2019 Title: Resolution #14-2m9: A Resolution Approving the Final Plat of the Creekside Townhomes Subdivision on Property Located at 545 Kane Creek Boulevard in the R-3, Multi -Household Residential Zone and Approving a Subdivision Improvements Agreement for Public Improvements, as Favorably Referred to Council by the Planning Commission Disposition: Discussion and possible action Staff Presenter: Sommar Johnson, Development Services Coordinator Attachment(s): Attachment 1: Proposed Resolution #14-2019 - Attachment 2: Creekside Townhomes Subdivision Improvements Agreement Attachment 3: Creekside Townhomes Subdivision Final Plat Attachment 4: Aerial(s) Recommended Motion: I move to adopt Resolution #14-2m9 approving the Final Plat and Subdivision Improvements Agreement for the Creekside Townhomes Subdivision Background/Summary: The applicants are requesting approval of a nine -unit townhome development to be developed on a 2.35 acre parcel. Only one quarter to one third of the property can be developed because of the floodway that affects most of the property. Because of the presence of the floodway, the property is split zoned with the buildable area designated as R-3, Multi -household Residential Zone and FW-1, Floodway Zone as an overlay. The FW-1 does not allow any development unless a No -rise Certificate" and required engineering documents are submitted and approved. A portion of the property is required to be dedicated as part of the Kane Creek Boulevard right-of-way to ensure that the full street width is available. The developer will construct approximately 293 linear feet of curb, gutter, and sidewalk from the north. A crosswalk with pedestrian crossing lighting and signage will be placed at the cross street, Birch Avenue, to direct pedestrians to the west side of Kane Creek Boulevard. Pedestrian access to the north on the sidewalk adjacent to Burger King will not be allowed (refer to aerial). The remaining required improvements of approximately 134 linear feet of curb, gutter and sidewalk paid in to a fund for future Kane Creek Boulevard road construction. The City plans to completely reconstruct Kane Creek Boulevard at some point in the next several years and rather than demolish the improvements to allow for the street widening/rebuild, it is prudent to use the money from the developer when the reconstruction of Kane Creek Boulevard is initiated. The Improvements Agreement details the amount of the payment for the development requirements, the types of required improvements and the assurance amount. The preliminary plat for this 9-unit townhome development was reviewed and approved by the Planning Commission on October 11, 2018. The Commission identified three conditions in Planning Resolution 13-2018, and included: 1. A legal description and labels denoting the formal right-of-way dedication for the part of the parcel that is in Kane Creek Blvd. shall be shown on the final plat. 2. An Improvements Agreement shall be approved by the City Council prior to approval of the final plat. 3. The construction of street improvements shall be completed in accordance with the requirements of the engineering department. The final plat for Creekside Townhomes Subdivision was reviewed by Planning Commission on December 13, 2018. The Commission favorably recommended approval of the final plat subject to the following conditions: 1. A Development Improvements Agreement between the developers and the City shall be submitted with the final plat to the City Council for review and approval. 2. Engineering Department comments must be addressed to the satisfaction of the City Engineer prior to review by the City Council. All Engineering Department comments were addressed and the approved construction plans are attached to the Subdivision Improvements Agreement as "Exhibit 2" Applicable Code Moab Municipal Code (MMC) Title 16.00, Subdivisions, applies to this application. Chapter 16.16, Final Plats lists the items required for review and approval of the subdivision. A Subdivision Improvements Agreement (SIA) is included with the final plat for review and approval by City Council. In part, this document will discuss salient features of the project, the necessary improvements and costs associated with their construction, and the amount of a warranty that must be submitted. The applicants will begin construction on the necessary public improvements prior to recording the Final Plat. All public improvements are subject to inspection and approval by the City and require written acceptance by the City Engineer prior to recording the Final Plat with the Grand County Recorder. CITY OF MOAB RESOLUTION NO. 14-2014 A RESOLUTION APPROVING THE FINAL PLAT FOR THE CREEKSIDE TOWNHOMES SUBDIVISION ON PROPERTY LOCATED AT 545 KANE CREEK BOULEVARD IN THE R- 3, MULTI -HOUSEHOLD RESIDENTIAL ZONE AND APPROVING A SUBDIVISION IMPROVEMENTS AGREEMENT FOR PUBLIC IMPROVEMENTS, AS FAVORABLY REFERRED TO CITY COUNCIL BY THE PLANNING COMMISSION The following describe the intent and purpose of this resolution: a. Robert and Kelly Ward, Creekside Townhomes, LLC, of PO Box 369, Monticello, Utah 84535, as "Owners" of record of a parcel located at 545 Kane Creek Boulevard, Moab Utah, applied for approval of a Townhome Subdivision Plat for the Creekside Townhome Subdivision, containing approximately 3.12 acres and more particularly described as: SURVEYOR'S DESCRIPTION Beginning at a point 189.04 ft. North of the South'/4 Corner of Section 1, T26S, R21 E, S.L.B.&M. and proceeding thence North 333.06 ft., thence East 180.49 ft., thence S 9°48'51" E 100.13 ft., thence S 13°40' E 50.28 ft., thence S 25°35' E 128.56 ft., thence S 6°27' E 176.19 ft., thence S 14°31' E 245.66 ft., thence West 92.88 ft., thence N 36°27' W 426.74 ft. to the point of beginning; and b. Owners applied for approval of a townhome subdivision consisting of nine units contained in two buildings and ranging from 2,002 square feet to 3,236 square feet in size; and c. The proposed residential use is permitted in the R-3 Multi -Household Residential Zone as indicated in Moab Municipal Code (MMC) Chapter 17.48.020; and d. Owners provided the City of Moab with the necessary documents, plans and drawings to complete the application for review of the Final Plat of the proposed Creekside Townhomes Subdivision as required in Moab Municipal Code (MMC) Title 16.; and e. The City of Moab Planning Commission ("Commission") reviewed the Development in a public meeting for compliance with the requirements of MMC Title 16, Subdivisions on December 13, 2018, and subsequent to the meeting adopted Planning Resolution #19-2018 and found that the development met or can meet the requirements of MMC Title 16 and Title 17; and f. Owner is required to construct certain public improvements as described in the Improvements Agreement submitted as part of this application for Final Plat; and g• The City Council reviewed the subdivision at a regularly scheduled meeting on February 26, 2019, and having considered Staff recommendations, and discussed the pertinent aspects of the development, determined that the Final Subdivision Plat of Creekside Townhomes Subdivision has met the requirements of Title 16 and Title 17 of the Moab Municipal Code. NOW, THEREFORE, BE IT RESOLVED by the Moab City Council, that adoption of Resolution #14- 2019 approves the submitted Final Plat for Creekside Townhomes Subdivision and the City Council directs the Mayor to sign the Improvements Agreement. PASSED AND APPROVED in open Council by a majority vote of the Governing Body of Moab City Council on February 26, 2019. SIGNED: Emily S. Niehaus, Mayor ATTEST: Rachel Stenta, Recorder When Recorded Mail to: City of Moab 217 East Center Street Moab, UT 84532 SUBDIVISION IMPROVEMENTS AND DEVELOPMENT AGREEMENT For Creekside Townhomes Subdivision For valuable consideration, the CITY OF MOAB, a Utah municipality (City), and Robert Ward and Kelly Ward, Creekside Townhomes of Moab, LLC, (Subdivider), referred to as the Parties, enter into the following Subdivision Improvements and Development Agreement (the Agreement), pursuant to Moab Municipal Code (MMC) Sections 16.20.010, et seq, to govern the development of the subject property and the installation of subdivision improvements required by City Code. I. RECITALS. a. The City Planning Commission, as the land use authority for preliminary subdivision plat approval, after following all required procedures and meeting noticing requirements, approved a Preliminary Plat for Creekside Townhomes subdivision on October 11, 2018. b. The Planning Commission recommended approval of the Creekside Townhomes subdivision at its December 13, 2018 meeting. c. The Moab City Council, as land use authority for subdivision final plat approval, shall consider the final plat for Creekside Townhomes subdivision at its February 26, 2019 meeting. d. Subdivider has submitted to the City for review the construction plans and specifications entitled Creekside Townhomes subdivision (sheets C001— C404 inclusive, dated 1/22/19), prepared by Advanced Civil Engineering, PLLC, and bearing the stamp of Bryan K. Schmutz, licensed Professional Engineer (hereinafter: the "Construction Plans"). Said plans show in sufficient detail the Required Improvements for the Subdivision. e. The Construction Plans have been reviewed and approved subject to such modifications as may have been specified by each of the following entities: i. The City Engineer with respect to site grading, pathway, street, and storm water drainage improvements, ii. The City Public Works Director with respect to culinary water improvements if provided by the City, storm water drainage improvements, parking improvements, and access improvements. II. AGREEMENT IN CONSIDERATION OF THE ABOVE RECITALS, THE PARTIES HEREBY AGREE AS FOLLOWS: 1. Covered Property. The recitals above are incorporated into this Agreement. The real property in the County of Grand, State of Utah, subject to this Agreement (the Property)is described as follows: Beginning at a point 189.04 ft. North of the South% Corner of Section 1, T26S, R21 E, S.L.B.&M. and proceeding thence North 333.06 ft., thence East 180.49 ft., thence S 9°48'51" E 100.13 ft., thence S 13°40' E 50.28 ft., thence S 25°35' E 128.56 ft., thence S 6°27' E 176.19 ft., thence S 14°31' E 245.66 ft., thence West 92.88 ft., thence N 36°27' W 426.74 ft. to the point of beginning. 2. Payment of Fees; Approved Land Uses. Subdivider agrees to pay all in -effect City fees applicable to the Subdivision, including but not limited to, impact fees, connection fees, building permit fees, and applicable inspection fees. Applicable fees shall be calculated and paid according to City policy. a. The uses permitted in the Subdivision shall correspond with the uses authorized for the R-3 Zone under the Moab Municipal Code and other applicable ordinances. The configuration of the Subdivision and the uses therein shall conform to the Construction Plans, Exhibit 1 attached, and the Final Plat, as set forth in Exhibit 2, attached. 3. Required Improvements. Subdivider will make all improvements to the property shown on the Construction Plans that fall within the boundary of the subdivision plat as well as those improvements that fall outside of the subdivision boundary but are identified on the Construction Plans as improvements. Required Improvements shall include but not be limited to the following: a. Site clearing and removal of obstructions b. General site grading c. Site utilities including but not limited to culinary water and sanitary sewer, gas and power d. Street, curb & gutter, and sidewalks e. Street signage and lighting f. Storm water drainage facilities Subdivider agrees to pay to the City the current estimated cost of the construction and installation of the "Kane Creek Boulevard Future Road Improvements" including curb, gutter and sidewalk, included on the Creekside Townhomes Probable Construction Costs Moab City Improvements dated January 22, 2019 as attached in Exhibit 1 to this Agreement. Said payment of EIGHTEEN THOUSAND SEVEN HUNDRED NINETY SIX DOLLARS AND THIRTY TWO CENTS ($18,796.32) shall be made to the City upon execution of this Agreement. The City and the Owner agree that immediate construction of said improvements is impractical at this time, due to uncertainties regarding the future alignment of the road, curb, gutter and sidewalk. The City agrees to place funds paid into the City into an escrow account until such time as construction of the road is deemed by the City to be practical, at which time the City shall take full responsibility for completion of the required improvements. 4. Improvements to be Completed in Conformance with Construction Plans. All Required Improvements shall be constructed in a workmanlike manner and in conformity with the approved Construction Plans. No deviations from the Construction Plans shall be permitted, except as authorized in writing by the City Engineer upon a showing of good cause. In addition, all Required Improvements shall be completed in conformance with the City of Moab Public Improvement Specifications, building codes, and all state and federal regulations, as applicable. 5. Timeline for Completion. Construction of the Required Improvements shall not commence until the Effective Date of this Agreement. Construction of all Required Improvements shall be completed within two hundred ten (210) days from the Effective Date of this Agreement. a. A reasonable extension of time for the completion of the Required Improvements may be granted, at the discretion of the City Council, upon a showing by the Subdivider that there is good cause for an extension and that the work has been diligently prosecuted from the Effective Date of this Agreement. Without limiting this provision, good cause may include an extension of time due to the need to complete building construction prior to the completion of curbing, sidewalks, or landscaping, or as otherwise needed to provide for orderly construction and avoid damage to improvements in the course of other construction. b. If the construction of the Required Improvements is not completed and accepted within the timelines specified herein, or as lawfully extended, then the Subdivision and all development approvals shall be deemed lapsed and shall have no further effect. 6. Lot Sales, Building Permits, Plat Recording. No Building Permits will be issued until such time as all of the Required Improvements are completed and, with respect to public improvements, accepted by the City, except that building permits may be issued if Subdivider provides a Financial Assurance to the City conforming to Section Eight, below, and all fees paid in full as required by the City. No final plat for the Subdivision, or any phase thereof, shall be executed by the City or submitted for recording until such time as either: a) all of the Required Improvements are completed in accordance with this Agreement and, with respect to public improvements, accepted by the City; or b) a Financial Assurance conforming to Section Eight is delivered to the City. Subdivider shall not convey or purport to convey any lot within the Subdivision prior to the recording of the final plat. Any purported conveyance of lots by Subdivider prior to approval and recording of a final plat for any phase of the Subdivision, or otherwise in violation of this Agreement, shall be void. 7. Acceptance of Improvements, Warranty, Release Provisions. All of the public improvements comprising the Required Improvements shall be subject to quality assurance testing and inspection as specified in the Construction Plans and/or applicable reference standards. Subdivider or its authorized representative shall provide not less than forty eight (48) hours minimum notification to City when inspection is required. The costs associated with such testing and inspection shall be the responsibility of Subdivider. Any work which is rejected following inspection must be repaired or replaced at the sole cost of the Subdivider. Any work which is covered up prior to inspection may be rejected, in which case Subdivider shall be solely responsible for exposing the work and arranging for inspection. a. The acceptance by the City of the public improvements comprising the Required Improvements following completion and satisfactory inspection shall constitute a dedication and conveyance by the Subdivider to the City of all such improvements. Subdivider shall convey all public improvements to the City free and clear of any mechanic liens, claims, or other encumbrances. b. Subdivider warrants that all public improvements dedicated to the City shall be constructed in a workmanlike manner, in accordance with approved plans and specifications, and that all such improvements shall be free of defects in materials and workmanship for a period of one (1) year from the date of acceptance by the City. Subdivider shall promptly repair or replace any defective work following receipt of written notice under this warranty from the City. c To partially secure this obligation, Subdivider shall deposit with the City the sum of EIGHT THOUSAND THREE HUNDRED FIFTY NINE DOLLARS AND FORTY ONE CENTS ($8,359.41), which sum is equal to ten percent (10%) of the construction cost, as determined by the City Engineer, for public improvements comprising the Required Improvements (the Warranty Deposit). The Warranty Deposit shall be held by the City in a non -interest bearing account, unless otherwise agreed in writing. d. The Warranty Deposit shall be paid by the Subdivider no later than fifteen (15) calendar days from the Effective Date of this Agreement. e. Upon expiration of the warranty period the Subdivider may request refund of the WarrantyDeposit in writing. The City Engineer and/or Public Works Director will review the request and promptly determine whether there are any unperformed warranty claims pertaining to this Agreement. Upon receipt of written verification from the City Engineer and/or Public Works Director as to the absence of any unperformed warranty claims, the City Treasurer shall promptly refund the Warranty Deposit to Subdivider. f. In the event of any default following delivery of written notice to Subdivider with respect to Subdivider's warranty obligations, the City may elect to draw upon the warranty deposit to cure, in whole or in part, any breach of warranty. This remedy may be combined or utilized in conjunction with any other remedies, in the sole discretion of the City. g. Subdivider additionally warrants that all public improvements shall be delivered free and clear of any mechanic liens or other encumbrances. The City may require receipt of executed mechanic lien releases as a condition precedent to dedication of the public improvements. 8. Financial Assurance. If the Required Improvements are not completed within the two hundred ten (210) day deadline specified in this Agreement, or if Subdivider desires to record a final plat or obtain a building permit in advance of the completion of all of the Required Improvements, then the Subdivider may, subject to approval by the City, deliver a Financial Assurance, in a form acceptable to the City for the use and benefit of City and to secure the completion of the Required Improvements which remain to be completed. The Financial Assurance shall be in the form of a performance/payment bond, escrow account, letter of credit or other financial instrument approved by the City Attorney in an amount which is not less than one hundred percent (100%) of the construction cost set forth in the Construction Plans of Exhibit 1, and as reviewed and approved by the City Engineer in writing, of the remaining improvements which are not completed. If a Financial Assurance is approved according to this Section Eight, Subdivider shall have up to two hundred ten (210) additional days from the Effective Date of this Agreement in which to complete the Required Improvements. The Financial Assurance provided under this Section Eight may be combined with the Warranty Deposit specified in Section Seven. A cash Financial Assurance shall be held in a non -interest bearing account unless otherwise agreed in writing. 9. Cease and Desist Notice. If the Required Improvements have not been completed within the time provided in this Agreement or, in lieu of same, a Financial Assurance approved pursuant to Section Eight, above, then the City may issue an immediate cease and desist order to Subdivider and all work shall be discontinued until such time as an acceptable Financial Assurance has been established. If Subdivider fails to take timely steps to deliver an acceptable Financial Assurance or complete the Required Improvements, then the City may record in the land records an Affidavit of Lapse of Plat/Plan and invoke such other remedies as may be available under this Agreement or at law. 10. Partial Releases of Financial Assurance. Upon partial completion of any class of improvements within the Required Improvements Subdivider may request a partial release of the Financial Assurance. The amount of the release shall be equal to the agreed cost of the completed improvements, as determined by the City Engineer. Partial releases shall not be made for partial completion of a class of improvements. a. In order for Subdivider to receive such partial release, the following shall be presented to City: i. A completed Request for Partial Release of Financial Assurance Form, as set forth in Exhibit 3. ii. Copies of all quality assurance test results/inspection reports required for the completed improvements; iii. Copies of all weight/quantity tickets for materials incorporated in the work for all items that were estimated on the basis of weight/quantity; and iv. Copies of all invoices or receipts for materials delivered to the site and incorporated in to the work for which a partial release is being requested. b. The partial release request shall be reviewed for completeness and accuracy by City Manager and/or City Engineer. The City may deny the request or adjust the amount of the request if inspection shows that items of work have not been completed in accordance with the Construction Plans, or if completed quantities are not accurate. c. Upon receipt of written verification from the City Engineer and/or City Manager as to the approved partial release of a cash Financial Assurance, the City Treasurer shall promptly refund the cash Financial Assurance in the amounts approved. Non -cash Financial Assurances shall be released in writing in the manner otherwise determined by the City. 11. Final Release of Financial Assurance. Upon completion of all Required Improvements in accordance with the approved Construction Plans, Subdivider may request that the remainder of the Financial Assurance be released, provided that Subdivider delivers executed mechanic lien waivers/releases from all contractors who performed work on the project and all suppliers who supplied materials that were incorporated into the work, together with a written certification by Subdivider that all outstanding charges for the Required Improvements have been paid and that there are no other liens, encumbrances, or other restrictions affecting the improvements. Final release of the Financial Assurance shall be reviewed and processed in the same manner as provided under Section 10, above. 12. Use of Financial Assurance upon Default. Upon delivery of written notice to the Subdivider and expiration of any cure period, the City may then elect to draw upon the Financial Assurance as it deems necessary for the completion of improvements or cure of any default under this Agreement. 13. Zoning Compliance. Certificates of Occupancy for structures within the Property shall only be issued upon satisfactory completion and acceptance of all Required Improvements as provided in this Agreement. 14. Default, Remedies, Lapse of Plat/Plan. All provisions of this Agreement are material and any violation is grounds for declaration of Default. Prior to invoking any remedies for Default under this Agreement the City shall deliver written notice to the Subdivider describing the act, event, or omission constituting a default, and allowing Subdivider a period of thirty (30) days in which to cure or abate the violation. Cure within that period reinstates this Agreement. a. Upon declaration of default the City may exercise any remedies for violation available under City ordinances or Utah statutes, including, without limitation: i) proceeding against the Financial Assurance; ii). Withholding building permits, certificates of occupancy, or certificates of zoning compliance; iii) obtaining an injunction to halt or abate zoning violations or breaches of this Agreement; iv) recording an affidavit of a lapse of plat/plan, in whole or in part; v) commencing an action for damages —including damages for costs incurred in completing, repairing, or replacing Required Improvements or abating any violations; and/or vi) any other remedies available at law or equity, including the remedy of specific performance. The City may combine remedies in its discretion and pursue some or all at different times, as may fit the applicable breach. b. The recording of an affidavit of lapse of plat/plan by the City shall result in the lapse of all prior land use approvals and the voiding of the subdivision of lots within the real property specified in the affidavit. 15. General Provisions. This Agreement shall be binding on and inure to the benefit of the successors and assigns of the Subdivider in the ownership or development of all or any portion of the Property. Assignment of this Agreement shall require the mutual approval of the City and the proposed assignee, in writing. a. This Agreement is the product of mutual bargaining. All terms shall be construed in accordance with their plain meaning, regardless of the extent to which either party participated in the drafting. b. Failure of a party to exercise any right under this Agreement shall not be deemed a waiver of any such right, nor shall any course of dealing or previous action or inaction be deemed a waiver of any rights or claims arising with respect to later or subsequent breaches, acts oromissions. c The term "Agreement" includes this Improvements Agreement, all exhibits hereto, the Final Plat/Plan for the Subdivision, and all phases thereof, and all related design drawings, which documents shall constitute the sole and complete Agreement between the parties. The Agreement shall supersede all prior Agreements or representations, however evidenced. No modification to any of the terms of this Agreement shall be binding, unless reduced to writing and lawfully executed by both parties. d. The place of performance of this Agreement is Grand County, Utah. In the event of any legal dispute concerning the subjects of this Agreement, the parties agree that the exclusive venue shall be the Seventh Judicial District Court, Grand County, Utah. In any such proceedings arising under this Agreement, regardless of the denomination of the legal claims, the parties waive trial to a jury on all claims and agree that the action shall be decided by the court sitting without a jury. e. In any legal proceeding arising from this Agreement the substantially prevailing party shall be entitled to recover its reasonable attorney fees and court costs in addition to any other relief authorized herein. f. This Agreement shall be governed by Utah law. g. This Agreement does not create any third party beneficiary rights. It is specifically understood by the parties that; i. the Project is a private development; ii. the City of Moab has no interest in, responsibilities for, or duty to third parties concerning any improvements to the Property, unless/until the City accepts dedication of public improvements pursuant to this Agreement; and iii. except as otherwise provided herein, Subdivider shall have full power and exclusive control of the Property. h. The provisions of this Agreement are severable, and if any portion should be held to be invalid or unenforceable, then the remainder of this Agreement shall be construed to be in full force without reference to the invalid provision. i. In the event of any legal dispute arising from this Agreement neither party shall be liable to the other for consequential damages, lost profits, or delay related damages of any kind. All notices under this Agreement shall be given in writing by first class or certified mail, postage prepaid, or by hand delivery or delivery by a reputable courier, and sent to the followingaddresses: To the City of Moab: City of Moab 217 East Center Street Moab, Utah 84532 Attn: City Manager To Subdivider: Robert & Kelly Ward PO Box 369 Monticello, UT 84535 k Notice may be delivered to such other parties or addresses as the parties may designate in writing from time to time. A notice sent by mail shall be deemed delivered no later than three (3) days from the date that it is mailed. I. Nothing in this Agreement shall be deemed to waive any governmental or other immunity to which the City is entitled under law. 16. Indemnity. Subdivider shall indemnify and hold the City harmless with respect to any third party claims, including claims for property damage, injury, or death, and any demands, liabilities, causes of action, costs, or damages, including reasonable attorney's fees, that may arise from any act or omission of the Subdivider, its members, managers, employees, agents, or contractors in connection with the development of the Subdivision and/or the performance of this Agreement. 17. Future Legislative Power. Nothing in this Agreement shall be construed to impair or limit the future legislative power or zoning authority of the City. 18. Grading. All grading and soil disturbance undertaken in the development of the Subdivision shall be performed in conformity with Appendix) of the International Building Code (IBC) as adopted by the City. 19. Effective Date. The effective date of this Agreement is the date when it is signed by all Parties and the Council has approved the final plan ofthe Subdivision. 20. Recording/Release of Agreement. This Agreement constitutes an obligation binding upon, and running with, the subject real Property. This Agreement shall be recorded in the Grand County land records. Upon request of the Subdivider and verification by the City that all terms and conditions of this Agreement have been performed in full, the City shall promptly execute a release of this Agreement, which may be recorded at the discretion of the Subdivider. 21. Counterparts. This Agreement may be executed in separate original counterparts which, when combined, shall constitute the entire Agreement. Exhibits: 1. Construction Plans; 2. Final Plat, Phase 3; 3. Request for Partial/Final Release of Financial Assurance. IN WITNESS WHEREOF, this Agreement has been executed by the City of Moab, acting by and through the Moab City Council, which has duly authorized execution, and by Subdivider as of the date(s) specified below. CITY OF MOAB: Mayor Emily S. Niehaus Date ATTEST: Rachel Stenta City Recorder SUBDIVIDER: Robert & Kelly Ward, Creekside Townhomes, LLC Date Robert Ward Date Kelly Ward STATE OF UTAH COUNTY OF GRAND ) ) )ss. Date The foregoing agreement was executed before me by Robert Ward and Kelly Ward, this_ day of , 2019. Witness my hand and official seal. My commission expires: Notary Public, State of Utah Address: -End of Document- EXHBIT 1 ADVANCED CIVIL ENGINEERING PLLC RIGHT-OF-WAY IMPROVEMENTS CREEKSIDE TOWNHOMES PROBABLE CONSTRUCTION COSTS MOAB CITY IMPROVEMENTS RS MEANS DESCRIPTION UNITS QUANTITY UNIT COST TOTAL 31 14 13.23 02 41 13.17 31 22 13.20 32 06 10.10 32 16 13.13 03 30 53.40 32 06 10.10 31 22 16.10 32 11 23.23 32 12 16.14 10 14 53.20 10 14 53.20 32 17 23.14 32 17 23.14 32 17 23.13 SOIL STRIPPING & STOCKPILING (6-INCH DEEP) SAWCUT & REMOVE ASPHALT ROUGH GRADE RIGHT-OF-WAY (10K-20K SF) INSTALL 5-FOOT WIDE SIDEWALK INSTALL 2.5-FOOT APWA TYPE A CURB & GUTTER INSTALL ADA COMPLIANT RAMP (NO RAILS) INSTALL CONCRETE DRIVE APRON FINISH GRADING 6-INCH COMPACTED ROADBASE 4-INCH HMA ASPHALT FLASHING BEACON CROSSWALK SIGN (2) CROSSWALK SIGNS & (1) "YIELD HERE" SIGN 12" THICK CROSSWALK STRIPING YIELD STRIPING PAVEMENT STRIPING KANE CREEK BLVD FUTURE ROAD IMPROVEMENTS CY SY SY SF LF LUMP LUMP SY SY SF EACH EACH LF EACH LF 2 1,131 307 8,240 2 3 110 12 174 182 78 1 1,665 333 $1.40 $11.50 $1,452.00 $8.20 $41.40 1 $1,792.50 $2,500.00 $1.06 $9.50 $4.56 $956.00 $311.00 $15.68 $34.48 $0.49 $254.80 $897.00 $1,452.00 $13,653.00 $13,786.20 $1,792.50 $5,000.00 $1,198.86 $2,916.50 $37,574.40 $1,912.00 $933.00 $1,724.80 $413.76 $85.26 TOTAL $83, 594.08 CITY COST INDEX 97.0% GRAND TOTAL $ 81,086.26 RS MEANS DESCRIPTION UNITS QUANTITY UNIT COST TOTAL 32 06 10.10 INSTALL 5-FOOT WIDE SIDEWALK SF 32 16 13.13 INSTALL 2.5-FOOT APWA TYPE A CURB & GUTTER LF 1,080 216 $8.66 $43.72 $9,352.80 $9,443.52 TOTAL $ 18,796.32 CITY COST INDEX 97.0% GRAND TOTAL $ 18,232.43 NOTE: THIS COST ESTIMATE IS CONCEPT LEVEL AND IS BASED ON RS MEANS COST DATA. ADVANCED CIVIL ENGINEERING, PLLC ACCEPTS NO RESPONSIBILITY FOR ACTUAL COSTS INCURRED BY THE OWNER FOR THE ABOVE LISTED ITEMS. FALL 2018 s INDEX OF DRAWINGS DWG # SHEET # SHEET NAME INDEX, LEGEND, AND ABBREVIATIONS GENERAL NOTES TOPOGRAPHIC SURVEY SITE PLAN UTILITY PLAN GRADING PLAN DRAINAGE PLAN KANE CREEK BLVD PROFILE SANITARY & STORM DRAIN PROFILES EROSION CONTROL PLAN (SWPPP) CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS CONCRETE DETAILS (EXTERIOR CIVIL WORK) CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS C001 - 0002 - C101 - C102 - C103 - C104 - C105 - C106 C107 - C108 - C109 C110 - C111 - C112 C113 - C114 - C115 - C116 SECTION AND DETAIL IDENTIFICATION SECTION IDENTIFICATION t�SECTION LETTER E ! _ DRAWING NUMBER ON DRAWING NUMBER ON WHICH SECTION APPEARS WHICH DETAIL APPEARS DETAIL IDENTIFICATION SECTION LETTER SECTION DETAIL LETTER Ns SEE DETAIL 5 1 3 DETAIL LETTER DETAIL DRAWING NUMBER FROM DRAWING NUMBER FROM WHICH SECTION WAS TAKEN WHICH DETAIL WAS TAKEN NOTE: IF PLAN AND SECTION (OR DETAIL REFERENCE AND DETAIL) ARE SHOWN ON THE SAME DRAWING, THE DRAWING NUMBER IS REPLACED WITH A LINE. DETAIL OR SECTION IS TO BE FOUND IN THE CITY STANDARD DRAWINGS A_PWA DETAIL OR SECTION IS TO J BE FOUND IN THE 2012 APWA STANDARD DRAWINGS �DETAIL OR SECTION IS TO BE FOUND ON THE SAME SHEET DETAIL OR SECTION MAY BE TAKEN ON SEVERAL SHEETS EXISTING 121 = MONUMENT = SECTION CORNER • = BENCHMARK 0 0 2 ▪ FF=651000 ▪ FG=6507 75 LEGEND = RIVET = ROD & CAP - SPOT ELEVATION FINISH FLOOR ELEVATION FINAL GRADE FH T,.>, = FIRE HYDRANT SSMH 05 = SEWER MANHOLE SSCO O = SEWER CLEANOUT SDMH Op = STORM DRAIN MANHOLE BP O = BOLLARD POLE CB ❑ = CATCH BASIN e = INLET GRATE EMHO = ELECTRIC MANHOLE EB o = ELECTRIC BOX EM o = ELECTRIC METER GM o = GAS METER PP = POWER POLE LPG = LIGHT POLE TRANS o = TRANSFORMER PAD TMH O = TELEPHONE MANHOLE TP o = TELEPHONE PEDESTAL FO c = FIBER OPTIC MARKER GP -J = GUY WIRE WMH O = WATER MANHOLE WV oa = .WATER VALVE WM ® = WATER METER MWO = MONITOR WELL SPBo = SPRINKLER BOX RDO = ROOF DRAIN RVO = ROOF VENT -0- -0- -a- = VINYL FENCE -.- -.- -0- = CHAIN LINK FENCE = MISCELLANEOUS FENCE - - 4230 - - = CONTOUR MAJOR - - 4231 - - = CONTOUR MINOR - -SS- - = SEWER LINE - -SD - - = STORM DRAIN LINE - -G- - = GAS LINE - -OP- - = OVERHEAD POWER LINE - -EL- - = BURIED ELECTRIC CABLE - -COM- - = COMMUNICATION UNE - - T - - = TELEPHONE LINE - -W- - = CULINARY WATER LINE - -NPW- -V- IRRIGATION WATER LINE - -FL z-- = FIRE LINE Aft' 1407 PROPOSED = MONUMENT Y = SECTION CORNER 0 = BENCHMARK o = RIVET • = ROD & CAP 2X--9465 - SPOT ELEVATION • F7.0 - FINISH FLOOR ELEVATION ▪ FG=6507.75 _ FINAL GRADE Fry = FIRE HYDRANT SSMH ® = SEWER MANHOLE SSCO 0 - SEWER CLEANOUT SDMH ® = STORM DRAIN MANHOLE BP O = BOLLARD POLE CB 0 = CATCH BASIN e = INLET GRATE BAH = ELECTRIC MANHOLE EB O = ELECTRIC BOX EM O = ELECTRIC METER CM 0 = GAS METER PPO = POWER POLE LP# = UGHT POLE TRANS G = TRANSFORMER PAD TMH 0 = TELEPHONE MANHOLE 1P o = TELEPHONE PEDESTAL GP HI = GUY WIRE WAIH O = WATER MANHOLE WV NI = WATER VALVE WM �L = WATER METER MWO = MONITOR WELL SPSO = SPRINKLER BOX ROO = ROOF DRAIN RVO = ROOF VENT = VINYL FENCE - CHAIN UNK FENCE - -•-•- - MISCELLANEOUS FENCE - - 4230 - = CONTOUR MAJOR 4231 = CONTOUR MINOR SS SEWER UNE SD= STORM DRAIN LINE - --G= GAS LINE - --OP EL - COM - - _-T -_ OVERHEAD POWER LINE = BURIED ELECTRIC CABLE COMMUNICATION LINE TELEPHONE LINE W - - CULINARY WATER LINE NPW- - IRRIGATION WATER LINE FL FIRE LINE SILT - SILT FENCE ABUT ASPH ADT APPROX AZ BAL BEG BDRY BK BKFL BLD FLG BLDG BLM BM BLK BOT/BTM BRG BSMT BTWN CALC CB CCW C-C C&G CEM CFS CL CIP CMP CMP-A COB COL CONC CONST COR CTR CU FT CU YD CUL CULV CW D DET DIA DIP DIST DN DWG DWv E EA ELEV/ELV ELEC EMB ENGR ENT EO EOUIP EST EW EXC EXIST ES AT ABUTMENT ASPHALT AVERAGE DAILY TRAFFIC APPROXIMATELY AZIMUTH BALANCE BEGINNING / BEGIN BOUNDARY BACK BACKFILL BLIND FLANGE BUILDING BUREAU OF LAND MANAGEMENT BENCH MARK BLOCK BOTTOM BEARING BASEMENT BETWEEN CALCULATED CATCH BASIN COUNTER CLOCKWISE CENTER TO CENTER CURB AND GUTTER CEMETERY CUBIC FEET PER SECOND CENTERLINE CAST IRON PIPE CORRUGATED METAL PIPE CORRUGATED METAL PIPE -ARCH CLEAN OUT BOX COLUMN CONCRETE CONSTRUCT CORNER CENTER CUBIC FEET CUBIC YARD CULINARY CULVERT CLOCKWISE DEGREE DETAIL DIAMETER DUCTILE IRON PIPE DISTANCE DOWN DRAWINGS DRAIN WASTE VENT EAST EACH ELEVATION ELECTRIC EMBANKMENT ENGINEER ENTRANCE EDGE OF OIL EOUIPMENT ESTIMATE EACH WAY EXCAVATION EXISTING EXIT SIGN ABBREVIATIONS FEN COR FD FDN FF FIN E FLR FL FT FTG FW FE FP G GA GALV GEN GM GSP GV HDWL H&T HOR/HORZ/HORIZ HWL HWY H YD ID IE IN INFO IRR INV JCT L LB LG LIC LIN LPG LS LT LWL MAINT MATL MAX MKR MH MI MIN MISC MON MPH NO OR # NPW NTS OC OD 0-0 OFF REV ORIG PVMT PC PCC PERF PI PL POC PP FENCE CORNER FLOOR DRAIN FOUNDATION FINISH FLOOR FINISH FLOW LINE FLOOR FLANGE FEET FOOTING FLAT WASHER FIRE EXTINGUISHER FLOOR PENETRATION GAS GAGE OR GAUGE GALVANIZED GENERAL GAS METER GALVANIZED STEEL PIPE GATE VALVE HEADWALL HUB & TACK HORIZONTAL HIGH WATER LEVEL HIGHWAY HYDRANT INSIDE DIAMETER INVERT ELEVATION INCH INFORMATION IRRIGATION INVERT JUNCTION LENGTH POUND LONG LICENSE LINEAR / LINEAL PROPANE GAS LINE LAND SURVEYOR LEFT LOW WATER LEVEL MAINTENANCE MATERIAL MAXIMUM MARKER MANHOLE MILE MINIMUM MISCELLANEOUS MONUMENT MILES PER HOUR NORTH NUMBER NON -POTABLE WATER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE TO OUTSIDE OFFICE REVISION ORIGINAL PAVEMENT POINT OF CURVATURE POINT OF COMPOUND CURVATURE PERFORATED POINT OF INTERSECTION PROPERTY LINE POINT ON CURVE POWER POLE DVED BY MOAB CITY ENGINEER P.E. PRC PROJ PROP PSI PT POB PVC OTY R RCP RCCP RD REF REINF REO'D REV RP RR RT R/W S SAN SCH SD SEC COR SHT SPECS SO SO FT SO YD SS ST STL STN STL STA STD STRUCT T TA TAN TBC TEMP TELE TF TP TW/TOW TOC TYP UG VBI VC VERT VIC VOL vPl VPC VP W WM W/ W/O XING X-SEC POINT OF REVERSE CURVE PROJECT PROPERTY POUNDS PER SOUARE INCH POINT OF TANGENCY POINT OF BEGINNING POLYVINYL CHLORIDE QUANTITY RANGE / RADIUS REINFORCED CONCRETE PIPE ROAD REFERENCE REINFORCED REOUIRED REVISION REFERENCE POINT RAILROAD RIGHT / ROUTE RIGHT OF WAY SOUTH / SLOPE SANITARY SCHEDULE STORM SEWER SECTION CORNER SHEET SPECIFICATIONS SQUARE SOUARE FEET SQUARE YARD STAINLESS STEEL STREET STEEL STAINLESS STEEL STATION STANDARD STRUCTURE TOWNSHIP / TELEPHONE TOP OF ASPHALT TANGENT TOP BACK CURB TEMPORARY TELEPHONE / TELEGRAM TOP OF FOOTING TELEPHONE POLE TOP OF WALL TOP OF CONCRETE TYPICAL UNDERGROUND VINYL BACK INSULATION VERTICAL CURVE VERTICAL VICTAULIC VOLUME VERTICAL POINT OF INTERSECTION VERTICAL POINT OF CURVE VERTICAL POINT OF TANGENCY WEST / WATER WATER METER WITH WITHOUT CROSSING CROSS SECTION DATE z 0 1/2 1 11 DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 5 "q SHEET NO. C001 OF 18 2/7/2019 3:57:35 PM INDEX OF DRAWINGS DWG # C001 C002 C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113 C114 C115 C116 SHEET # SHEET NAME INDEX, LEGEND, AND ABBREVIATIONS GENERAL NOTES TOPOGRAPHIC SURVEY SITE PLAN UTILITY PLAN GRADING PLAN DRAINAGE PLAN KANE CREEK BLVD PROFILE SANITARY & STORM DRAIN PROFILES EROSION CONTROL PLAN (SWPPP) CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS CONCRETE DETAILS (EXTERIOR CIVIL WORK) CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS SECTION AND DETAIL IDENTIFICATION SECTION IDENTIFICATION SECTION LETTER DRAWING NUMBER ON WHICH SECTION APPEARS SECTION LETTER SECT 0\ DRAWING NUMBER FROM WHICH SECTION WAS TAKEN DETAIL IDENTIFICATION DETAIL LETTER SEE DETAIL DRAWING NUMBER ON WHICH DETAIL APPEARS DETAIL LETTER DETAIL DRAWING NUMBER FROM WHICH DETAIL WAS TAKEN NOTE: IF PLAN AND SECTION (OR DETAIL REFERENCE AND DETAIL) ARE SHOWN ON THE SAME DRAWING, THE DRAWING NUMBER IS REPLACED WITH A LINE. DETAIL OR SECTION IS TO BE FOUND IN THE CITY STANDARD DRAWINGS A APWA DETAIL OR SECTION IS TO BE FOUND IN THE 2012 APWA STANDARD DRAWINGS A TYP DETAIL OR SECTION IS TO BE FOUND ON THE SAME SHEET DETAIL OR SECTION MAY BE TAKEN ON SEVERAL SHEETS EXISTI\G • MONUMENT = SECTION CORNER • BENCHMARK ® = RIVET = ROD & CAP — SPOT ELEVATION • — FINISH FLOOR ELEVATION • — FINAL GRADE FIRE HYDRANT SEWER MANHOLE = SEWER CLEANOUT STORM DRAIN MANHOLE BP O = BOLLARD POLE CB ❑ = CATCH BASIN = INLET GRATE EMH 0 ELECTRIC MANHOLE EB ❑ = ELECTRIC BOX EM ❑ = ELECTRIC METER GM ❑ = GAS METER PPO = POWER POLE LP* = LIGHT POLE TRANS ❑ = TRANSFORMER PAD TMH Q TELEPHONE MANHOLE TP ❑ = TELEPHONE PEDESTAL FO = FIBER OPTIC MARKER GP -4 = GUY WIRE WMH O = WATER MANHOLE WV lx1 = WATER VALVE WM ® WATER METER MW O = MONITOR WELL SPB ❑ = SPRINKLER BOX RD O = ROOF DRAIN RVO = ROOF VENT — 0— —0— —o = VINYL FENCE = CHAIN LINK FENCE = MISCELLANEOUS FENCE — — 4230 — — = CONTOUR MAJOR — — 4231 — — = CONTOUR MINOR - SS = SEWER LINE - SD = STORM DRAIN LINE G = GAS LINE - OP = OVERHEAD POWER LINE - EL = BURIED ELECTRIC CABLE — COM — — = COMMUNICATION LINE - T = TELEPHONE LINE W = CULINARY WATER LINE — NPW— — = IRRIGATION WATER LINE = FIRE LINE 0 29.65 LEGEND x FF=6510.00 FG=6507.75 FH SSMH OS SSCO O SDMH 0 — 0- -0- -0 — X — — X — —X - FL • 2( FF=6510.00 FG=6507.75 PROPOSED MONUMENT = SECTION CORNER ▪ BENCHMARK O = RIVET = ROD & CAP = SPOT ELEVATION = FINISH FLOOR ELEVATION = FINAL GRADE FH FIRE HYDRANT SSMH QS SEWER MANHOLE SSCO O SEWER CLEANOUT SDMH ® STORM DRAIN MANHOLE BP O BOLLARD POLE CB O CATCH BASIN e INLET GRATE EMHO ELECTRIC MANHOLE EB o = ELECTRIC BOX EM o = ELECTRIC METER GM o = GAS METER PPO = POWER POLE LP# LIGHT POLE TRANS o = TRANSFORMER PAD TMH Q TELEPHONE MANHOLE TP o = TELEPHONE PEDESTAL GP -0 = GUY WIRE WMH O WATER MANHOLE WV N WATER VALVE WM ® WATER METER MWO MONITOR WELL SPB o = SPRINKLER BOX RDO = ROOF DRAIN RVO = ROOF VENT o = VINYL FENCE o o o = CHAIN LINK FENCE —x x x 4230 4231 SS SD G OP EL COM -T _ yy NPW FL SILT = MISCELLANEOUS FENCE = CONTOUR MAJOR = CONTOUR MINOR = SEWER LINE = STORM DRAIN LINE = GAS LINE = OVERHEAD POWER LINE = BURIED ELECTRIC CABLE = COMMUNICATION LINE = TELEPHONE LINE = CULINARY WATER LINE = IRRIGATION WATER LINE = FIRE LINE = SILT FENCE ABUT ASPH ADT APPROX AZ BAL BEG BDRY BK BKFL BLD FLG BLDG BLM BM BLK BOT/BTM BRG BSMT BTWN AL CB CCW C-C C&G CEM CFS CL CIP CMP CMP-A COB COL CONC CONST COR CTR CU FT CU YD CUL CULV CW D DET DIA DIP DIST DN DWG DWV E EA ELEV/ELV ELEC EMB ENGR ENT EO EQUIP EST EW EXC EXIST ES AT ABUTMENT ASPHALT AVERAGE DAILY TRAFFIC APPROXIMATELY AZIMUTH BALANCE BEGINNING / BEGIN BOUNDARY BACK BACKFILL BLIND FLANGE BUILDING BUREAU OF LAND MANAGEMENT BENCH MARK BLOCK BOTTOM BEARING BASEMENT BETWEEN CALCULATED CATCH BASIN COUNTER CLOCKWISE CENTER TO CENTER CURB AND GUTTER CEMETERY CUBIC FEET PER SECOND CENTERLINE CAST IRON PIPE CORRUGATED METAL PIPE CORRUGATED METAL PIPE -ARCH CLEAN OUT BOX COLUMN CONCRETE CONSTRUCT CORNER CENTER CUBIC FEET CUBIC YARD CULINARY CULVERT CLOCKWISE DEGREE DETAIL DIAMETER DUCTILE IRON PIPE DISTANCE DOWN DRAWINGS DRAIN WASTE VENT EAST EACH ELEVATION ELECTRIC EMBANKMENT ENGINEER ENTRANCE EDGE OF OIL EQUIPMENT ESTIMATE EACH WAY EXCAVATION EXISTING EXIT SIGN ABBREVIATIONS FEN COR FD FDN FF FIN FLR FL FT FTG FW FE FP G GA GALV GEN GM GSP GV FENCE CORNER FLOOR DRAIN FOUNDATION FINISH FLOOR FINISH FLOW LINE FLOOR FLANGE FEET FOOTING FLAT WASHER FIRE EXTINGUISHER FLOOR PENETRATION GAS GAGE OR GAUGE GALVANIZED GENERAL GAS METER GALVANIZED STEEL PIPE GATE VALVE HDWL HEADWALL H&T HUB & TACK HOR/HORZ/HORIZ HORIZONTAL HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRANT ID IE IN INFO IRR INV JCT L LB LG LIC LIN LPG LS LT LWL MAINT MATL MAX MKR MH MI MIN MISC MON MPH NO OR # NPW N TS OC OD 0-0 OFF REV ORIG PVMT PC PCC PERF PI PL POC PP INSIDE DIAMETER INVERT ELEVATION INCH INFORMATION IRRIGATION INVERT JUNCTION LENGTH POUND LONG LICENSE LINEAR / LINEAL PROPANE GAS LINE LAND SURVEYOR LEFT LOW WATER LEVEL MAINTENANCE MATERIAL MAXIMUM MARKER MANHOLE MILE MINIMUM MISCELLANEOUS MONUMENT MILES PER HOUR NORTH NUMBER NON -POTABLE WATER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE TO OUTSIDE OFFICE REVISION ORIGINAL PRC PROJ PROP PSI PT POB PVC QTY R RCP RCCP RD REF REINF REQ'D REV RP RR RT R/W S SAN SCH SD SEC COR SHT SPECS SQ SQ FT SQ YD SS ST STL STN STL STA STD STRUCT T TA TAN TBC TEMP TELE TF TP TW/TOW TOC TYP UG VBI VC VERT VI C VOL VPI VPC VPT W WM W/ W/O XING PAVEMENT X-SEC POINT OF CURVATURE POINT OF COMPOUND CURVATURE PERFORATED POINT OF INTERSECTION PROPERTY LINE POINT ON CURVE POWER POLE POINT OF REVERSE CURVE PROJECT PROPERTY POUNDS PER SQUARE INCH POINT OF TANGENCY POINT OF BEGINNING POLYVINYL CHLORIDE QUANTITY RANGE / RADIUS REINFORCED CONCRETE PIPE ROAD REFERENCE REINFORCED REQUIRED REVISION REFERENCE POINT RAILROAD RIGHT / ROUTE RIGHT OF WAY SOUTH / SLOPE SANITARY SCHEDULE STORM SEWER SECTION CORNER SHEET SPECIFICATIONS SQUARE SQUARE FEET SQUARE YARD STAINLESS STEEL STREET STEEL STAINLESS STEEL STATION STANDARD STRUCTURE TOWNSHIP / TELEPHONE TOP OF ASPHALT TANGENT TOP BACK CURB TEMPORARY TELEPHONE / TELEGRAM TOP OF FOOTING TELEPHONE POLE TOP OF WALL TOP OF CONCRETE TYPICAL UNDERGROUND VINYL BACK INSULATION VERTICAL CURVE VERTICAL VICTAULIC VOLUME VERTICAL POINT OF INTERSECTION VERTICAL POINT OF CURVE VERTICAL POINT OF TANGENCY WEST / WATER WATER METER WITH WITHOUT CROSSING CROSS SECTION o 1/2 1 i?!iii DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" I 1 0 0 '6 0 c 0 •a .c o a) 0 t 0 z W 1 Q CO Y W W C in 0 (/) C.)N Y Y O CO CO z CO Q CO m (�i Y Lv O z co0 0 ¢ U Z z � z W Q > ~p W O W CC W J J CC 0 0 I2L d L_ d a o act • ) on a Z o r. �� u m � (1)� 0 -I:- 4 W E��.?-� -•.. � � F.;Q U i--i -I, M � .--, ct U ¢a' � y °�° o,�.o Q � co � ��, � z -1�� o QiQaw 3:, z > Q ': la 0 z � a R ,- W > 0 t I r w w 0 d a a 1 J SHEET NO. C001 OF 18 1 /22/2019 8:46:16 PM CIVIL ENGINEER'S SITE UTILITY NOTES 1. COMPLIANCE: ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE MOST RECENT EDITIONS OF THE FOLLOWING: THE INTERNATIONAL PLUMBING CODE, UTAH DRINKING WATER REGULATIONS, APWA STANDARDS ❑ SPECIFICATIONS, AND MOAB CITY PUBLIC WORKS STANDARD PLANS AND CONSTRUCTION SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL OF THE ABOVE -MENTIONED DOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED IN WRITING BY THE GOVERNING AUTHORITY. 2. CONTACT: THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL APPROPRIATE GOVERNMENT AND PRIVATE ENTITIES ASSOCIATED WITH THE PROJECT. THE FOLLOWING MUST BE CONTACTED 48-HOURS PRIOR TO CONSTRUCTION AND INSPECTION, AS APPLICABLE TO THE PROJECT: CONTACT LIST: EMERY TELCOM FRONTIER COMMUNICATIONS MOAB CITY NORTHWEST PIPELINE QUESTAR GAS COMPANY ROCKY MOUNTAIN POWER 435 63❑ 2263 435 25❑ 8125 435 259 ❑485 435 181 3211 801 324 39 ❑0 503 813 6993 3. PERMITS, FEES AND AGREEMENTS CONTRACTOR MUST OBTAIN ALL THE NECESSARY PERMITS AND AGREEMENTS, AND PAY ALL APPLICABLE FEES PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT MOAB CITY PUBLIC WORKS, STATE, AND COUNTY REGARDING PERMITS AND INSPECTIONS REQUIRED FOR WORK CONDUCTED WITHIN THE PUBLIC RIGHT-OF-WAY. APPLICABLE UTILITY PERMITS MAY INCLUDE MAINLINE EXTENSION AGREEMENTS AND SERVICE CONNECTION PERMITS. ALL UTILITY WORK MUST BE BONDED. ALL CONTRACTORS MUST BE LICENSED TO WORK ON CITY UTILITY MAINS. 4. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NOTES CONSTRUCTION SITES MUST BE IN COMPLIANCE WITH THE UTAH POLLUTION DISCHARGE ELIMINATION SYSTEM (UPDES) STORM WATER PERMIT FOR CONSTRUCTION ACTIVITIES. A COPY OF THE PERMIT'S STORM WATER POLLUTION PREVENTION PLAN MUST BE KEPT ONSITE AT ALL TIMES. EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AS SHOWN ON THE SWPPP. THE SWPPP IS CONSIDERED A DYNAMIC DOCUMENT AND MUST CHANGE AS CONDITIONS WARRANT. ADDITIONAL WATER QUALITY AND EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS. 5. SAFETY THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY OF THE PROJECT, AND SHALL MEET ALL OSHA, STATE, COUNTY AND OTHER GOVERNING ENTITY REQUIREMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OF WORKERS. 6. TEMPORARY TRAFFIC CONTROL TEMPORARY TRAFFIC CONTROL MUST CONFORM TO THE MOST CURRENT EDITION OF MUTCD PART 6-INCHTEMPORARY TRAFFIC CONTROL -INCH AND CITY CONSTRUCTION SPECIFICATIONS. ALL TRAFFIC LANE CLOSURES AND PEDESTRIAN ROUTE CLOSURES MUST BE APPROVED BY CITY, COUNTY, OR STATE AGENCIES A MINIMUM OF 24 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR MUST ALSO CONFORM TO CITY, UDOT, COUNTY, OR OTHER APPLICABLE GOVERNING ENTITIES REQUIREMENTS FOR TRAFFIC CONTROL. MAINTAIN EMERGENCY ACCESS TO THE SITE AND ACCESS TO SURROUNDING FIRE HYDRANTS AT ALL TIMES. E. SURVEY CONTROL CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR ALIGNMENT AND GRADE OF EACH UTILITY AND SITE IMPROVEMENT. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS, REFERENCE MARKS, AND PROPERTY MARKERS WITHIN THE PROJECT SITE. CONTACT THE COUNTY SURVEYOR FOR MONUMENT LOCATIONS. ALL ELEVATIONS SHALL BE REFERENCED TO THE BENCHMARK ELEVATION AS PROVIDED ON THE APPROVED PLANS. 8. QUALITY CONTROL WHERE TWO OR MORE STANDARDS ARE SPECIFIED AND THE STANDARDS ESTABLISH DIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS, COMPLY WITH THE CITY PUBLIC WORKS SPECIFICATION FIRST AND THE MOST STRINGENT REQUIREMENT SECOND. REFER UNCERTAINTIES AND REQUIREMENTS TO THE PROJECT ENGINEER FOR CLARIFICATION. 9. DUST CONTROL THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO THE GOVERNING ENTITY STANDARDS. USE OF HYDRANT WATER OR PUMPING FROM CITY -OWNED CANALS OR STORM DRAINAGE FACILITIES IS NOT ALLOWED FOR DUST CONTROL ACTIVITIES WITHOUT WRITTEN APPROVAL BY THE PUBLIC WORKS DIRECTOR. 10. DEWATERING ALL ON -SITE DEWATERING ACTIVITIES MUST BE APPROVED IN WRITING BY PUBLIC UTILITIES. PROPOSED OUTFALL LOCATIONS AND ESTIMATED FLOW VOLUME CALCULATIONS MUST BE SUBMITTED TO PUBLIC UTILITIES FOR REVIEW AND APPROVAL. ADEQUATE MEASURES MUST BE TAKEN TO REMOVE ALL SEDIMENT PRIOR TO DISCHARGE. PUBLIC UTILITIES MAY REQUIRE ADDITIONAL MEASURES FOR SEDIMENT CONTROL AND REMOVAL. THE CONTRACTOR MUST KEEP ALL EXCAVATIONS FREE FROM GROUNDWATER BY DEWATERING. THE CONTRACTOR MUST DISPOSE OF WATER SO AS NOT TO CAUSE A MENACE TO PUBLIC HEALTH, OR BECOME A NUISANCE. THE GROUNDWATER SHALL BE DRAWN DOWN TO 12-INCH BELOW THE MINIMUM EXCAVATION. DEWATERING SHALL CONTINUE UNTIL FILL HAS BEEN PLACED AND COMPACTED A MINIMUM OF 24-INCH ABOVE THE STATIC GROUNDWATER LEVEL. THE CONTRACTOR SHALL CONFORM TO BEST MANAGEMENT PRACTICES FOR REMOVING GROUNDWATER AS PER THE UPDES PERMIT. 11. PROJECT LIMITS THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN PERMISSION AND OR EASEMENTS FROM THE APPROPRIATE GOVERNING ENTITY ANDIDR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS. 12. DAMAGE TO EXISTING UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE, CAUSED BY ANY CONDITION INCLUDING SETTLEMENT, TO EXISTING UTILITIES FROM WORK PERFORMED AT OR NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE ROADWAYS AND UTILITY FACILITIES. DAMAGE TO EXISTING FACILITIES CAUSED BY THE CONTRACTOR, MUST BE REPAIRED BY THE CONTRACTOR AT HISCHER EXPENSE, TO THE SATISFACTION OF THE OWNER OF SAID FACILITIES. 13. UTILITY LOCATIONS CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES AND SERVICE LATERALS, AND FOR REPAIRING ALL DAMAGE THAT OCCURS TO THE UTILITIES DUE TO THE CONTRACTOR'S ACTIVITIES. CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, MATERIAL AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY POTHOLING IN ORDER TO IDENTIFY POTENTIAL CONFLICTS, AND PROBLEMS WITH FUTURE CONSTRUCTION ACTIVITIES. EXISTING UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM PUBLIC UTILITIES' MAPS AND MUST BE ASSUMED AS APPROXIMATE REQUIRING FIELD VERIFICATION. CONTACT BLUE STAKES OR APPROPRIATE OWNER FOR COMMUNICATION, GAS, TELEPHONE, FIBER OPTIC, CABLE, ANDDR PRIVATE UTILITY LOCATIONS. 14. UTILITY RELOCATIONS FOR UTILITY CONFLICTS REQUIRING MAINLINE RELOCATIONS, THE CONTRACTOR MUST NOTIFY THE APPLICABLE UTILITY COMPANY, OR USER, A MINIMUM OF 2-WEEKS IN ADVANCE. A ONE -WEEK MINIMUM NOTIFICATION IS REQUIRED FOR CONFLICTS REQUIRING THE RELOCATION OF SERVICE LATERALS. ALL RELOCATIONS ARE SUBJECT TO APPROVAL FROM THE APPLICABLE UTILITY COMPANY ANDDR USER. 15. FIELD CHANGES NO ROADWAY, UTILITY ALIGNMENT OR GRADE CHANGES ARE ALLOWED FROM THE APPROVED CONSTRUCTION PLANS DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE PUBLIC WORKS DIRECTOR. CHANGES TO HYDRANT LOCATIONS ANDDR FIRE LINES MUST BE REVIEWED AND APPROVED BY THE FIRE DEPARTMENT (AS APPLICABLE TO THE PROJECT) AND PUBLIC WORKS. 16. PUBLIC NOTICE TO PROJECTS IN THE PUBLIC WAY FOR APPROVED PROJECTS THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND DISTRIBUTE WRITTEN NOTICE TO ALL RESIDENTS LOCATED WITHIN THE PROJECT AREA AT LEAST ❑2-HOURS PRIOR TO CONSTRUCTION. WORK TO BE CONDUCTED WITHIN COMMERCIAL OR INDUSTRIAL AREAS MAY REQUIRE A LONGER NOTIFICATION PERIOD, AND ADDITIONAL CONTRACTOR COORDINATION WITH PROPERTY OWNERS. THE WRITTEN NOTICE IS TO BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR CITY ENGINEER. 1 E. PUBLIC NOTICE FOR WATER MAIN SHUT DOWNS THE PUBLIC WORKS DEPARTMENT AND CITY ENGINEER MUST APPROVE ALL WATER MAIN SHUTDOWNS. ONCE APPROVED, THE CONTRACTOR MUST NOTIFY ALL AFFECTED USERS BY WRITTEN NOTICE A MINIMUM OF 48-HOURS (RESIDENTIAL) AND Ii2-HOURS (COMMERCIAL INDUSTRIAL) PRIOR TO THE WATER MAIN SHUT DOWN. PUBLIC WORKS MAY REQUIRE LONGER NOTICE PERIODS. 18. WATER AND SEWER SEPARATION IN ACCORDANCE WITH UTAH'S DEPARTMENT OF HEALTH REGULATIONS, A MINIMUM TEN -FOOT HORIZONTAL AND 1.5-FOOT VERTICAL (WITH WATER ON TOP) SEPARATION IS REQUIRED. IF THESE CONDITIONS CANNOT BE MET, STATE AND PUBLIC WORKS APPROVAL IS REQUIRED. ADDITIONAL CONSTRUCTION MEASURES WILL BE REQUIRED FOR THESE CONDITIONS. 19. SEWER MAIN AND LATERAL CONSTRUCTION REQUIREMENTS PUBLIC WORKS MUST INSPECT ALL SEWER CONNECTIONS. ALL SEWER LATERALS 6-INCHES AND SMALLER MUST WYE INTO THE MAINS PER PUBLIC WORKS REQUIREMENTS. A MINIMUM 4-FOOT BURY DEPTH IS REQUIRED ON ALL SEWER MAINS AND LATERALS. THE CONTRACTOR MUST PROVIDE AIR PRESSURE TESTING OF SEWER MAINS IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS AND PUBLIC WORKS REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE SEWER LATERAL WATER TESTING AS REQUIRED BY THE PUBLIC WORKS DIRECTOR OR INSPECTOR. ALL PIPES SUBJECT TO WATER TESTING SHALL BE FULLY VISIBLE TO THE INSPECTOR DURING TESTING. TESTING MUST BE PERFORMED IN THE PRESENCE OF A PUBLIC WORKS REPRESENTATIVE. ALL VISIBLE LEAKAGE MUST BE REPAIRED TO THE SATISFACTION OF THE PUBLIC WORKS ENGINEER OR INSPECTOR. 20. WATER AND FIRE MAIN AND SERVICE CONSTRUCTION REQUIREMENTS PUBLIC WORKS MUST INSPECT AND APPROVE ALL FIRE AND WATER SERVICE CONNECTIONS. A MINIMUM 3-FOOT SEPARATION IS REQUIRED BETWEEN ALL WATER AND FIRE SERVICE TAPS INTO THE MAIN. ALL CONNECTIONS MUST BE MADE MEETING PUBLIC WORKS REQUIREMENTS. A 3.5-FOOT MINIMUM BURY DEPTH (FINAL GRADE TO TOP OF PIPE) IS REQUIRED ON ALL WATERIIFIRE LINES UNLESS OTHERWISE APPROVED BY PUBLIC UTILITIES. WATER LINE THRUST BLOCK AND RESTRAINTS ARE REQUIRED AS PER PUBLIC WORKS STANDARDS DRAWINGS AND CONSTRUCTION SPECIFICATIONS. ALL EXPOSED NUTS AND BOLTS WILL BE COATED WITH CHEVRON FM1 GREASE, PLUS A MINIMUM 8 MIL THICKNESS PLASTIC. PROVIDE STAINLESS STEEL NUTS, BOLTS, AND WASHERS FOR HIGH GROUNDWATER SATURATED CONDITIONS AT FLANGE FITTINGS, ETC. ALL WATERLINE INSTALLATIONS AND TESTING TO BE ACCOMPLISHED IN ACCORDANCE WITH PUBLIC WORKS STANDARDS AND SPECIFICATIONS, INCLUDING UTAH STATE DRINKING WATER STANDARDS, AWWA SPECIFICATIONS, AND ALL OTHER APPLICABLE UPWS, ASTM, AND ANSI SPECIFICATIONS RELEVANT TO THE INSTALLATION AND COMPLETION OF THE PROJECT. ALL NEW WATER MAINS OR APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651-99. THE SPECIFICATION SHALL INCLUDE DETAILED PROCEDURES FOR THE ADEQUATE FLUSHING, DISINFECTION, AND MICROBIOLOGICAL TESTING OF ALL WATER MAINS. ON ALL NEW AND EXTENSIVE DISTRIBUTION SYSTEM CONSTRUCTION, EVIDENCE OF SATISFACTORY DISINFECTION SHALL BE PROVIDED TO THE UTAH DIVISION OF DRINKING WATER. SAMPLES FOR COLIFORM ANALYSES SHALL BE COLLECTED AFTER DISINFECTION IS COMPLETE AND THE SYSTEM IS REFILLED WITH POTABLE WATER. A STANDARD HETEROTROPHIC PLATE COUNT IS ADVISABLE. THE USE OF WATER FOR CULINARY PURPOSES SHALL NOT COMMENCE UNTIL THE BACTERIOLOGIC TESTS INDICATE THE WATER TO BE FREE FROM CONTAMINATION. CONTRACTOR IS TO INSTALL WATER SERVICE LINES, METER YOKES, ANDLOR ASSEMBLIES AND METER BOXES WITH LIDS LOCATED AS APPROVED ON THE PLANS, AND PER APPLICABLE PUBLIC UTILITIES DETAIL DRAWINGS. METER BOXES ARE TO BE PLACED IN THE PARK STRIPS PERPENDICULAR TO THE WATERMAIN SERVICE TAP CONNECTION. ALL WATER METERS, CATCH BASINS, CLEANOUT BOXES, MANHOLES, DOUBLE CHECK VALVE DETECTOR ASSEMBLIES, REDUCED PRESSURE DETECTOR ASSEMBLIES, AND BACKFLOW PREVENTION DEVICES MUST BE LOCATED OUTSIDE OF ALL APPROACHES, DRIVEWAYS, PEDESTRIAN WALKWAYS, AND OTHER TRAVELED WAYS UNLESS OTHERWISE APPROVED ON PLANS. BACKFLOW PREVENTERS ARE REQUIRED ON ALL IRRIGATION AND FIRE SPRINKLING TAPS PER PUBLIC UTILITIES AND FIRE DEPARTMENT REQUIREMENTS. 21. GENERAL WATER, SEWER AND STORM DRAIN REQUIREMENTS NO CHANGE IN DESIGN OF UTILITY LOCATION OR GRADE WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF CITY PUBLIC WORKS OR OTHER AUTHORITY HAVING JURISDICTION OVER THAT UTILITY. NO SUBSTITUTES IN PIPE DIAMETER DIFFERENT FROM THOSE SHOWN ON THIS PLAN WILL BE PERMITTED UNLESS SUBMITTED TO AND APPROVED BY THE CITY PUBLIC WORKS, OR OTHER AUTHORITY HAVING JURISDICTION OVER THAT UTILITY. ALL MANHOLES, HYDRANTS, VALVES, CLEAN -OUT BOXES, CATCH BASINS, METERS, ETC. MUST BE RAISED OR LOWERED TO FINAL GRADE PER PUBLIC WORKS STANDARDS, AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BE CONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS AND VALVES PER PUBLIC WORKS STANDARDS. ALL MANHOLE, CATCH BASIN, OR CLEANOUT BOX CONNECTIONS MUST BE MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE BOX, AND GROUTED OR SEALED. ALL MANHOLE, CLEANOUT BOX OR CATCH BASIN DISCONNECTIONS MUST BE REPAIRED AND GROUTED WATERTIGHT. CONTRACTOR SHALL NOT ALLOW ANY SURFACE WATER, GROUNDWATER OR DEBRIS TO ENTER THE NEW, OR EXISTING PIPE DURING CONSTRUCTION. 22. TRENCH BACKFILL PIPE BEDDING AND TRENCH BACKFILL SHALL CONFORM TO PUBLIC WORKS STANDARDS. PLACE BACKFILL IN 8-INCH MAXIMUM LIFTS AND COMPACT TO 95❑ MAXIMUM DRY DENSITY AS PER ASTM D155❑. THE PIPE SHALL BE LAID ON 6-INCH MINIMUM SAND BED. THE BACKFILL MATERIAL FOR THE PIPE ZONE SHALL BE A-1 SOILS, FREE FROM STONES, CLODS AND OTHER DELETERIOUS MATERIALS. THE BOTTOM OF ALL UTILITY TRENCHES SHALL BE COMPACTED THOROUGHLY PRIOR TO PLACING PIPE. IF ROCK IS ENCOUNTERED AT DESIGN GRADE, OR A SOFT OR SOGGY BOTTOM IS ENCOUNTERED, THE TRENCH BOTTOM SHALL BE OVEREXCAVATED AND SUITABLE MATERIAL PLACED AND COMPACTED TO BOTTOM OF TRENCH GRADE. COMPACTION REPORTS ON ALL TRENCHES SHALL BE SUBMITTED TO THE PROJECT ENGINEER, CITY ENGINEER, ANDIOR OWNER'S REPRESENTATIVE BY THE MATERIALS TESTER, WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT, IN ACCORDANCE WITH EARTHWORK SPECIFICATIONS AND PUBLIC WORKS SPECIFICATIONS. 23. SITE CONSTRUCTION ALL EXISTING ASPHALT TO BE CUT SHALL BE SAW CUT IN NEAT STRAIGHT LINES BY THE CONTRACTOR PRIOR TO EXCAVATION. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE. CONTRACTORS SHALL HAVE VISITED AND BECOME FAMILIAR WITH THE PROJECT SITE. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE SITE CLEANUP INCLUDING DEBRIS, SCRAP, AND WASTE FROM SUBCONTRACTORS, AND INSTALLERS. BEFORE BEGINNING ANY CUTTING OR DEMOLITION, THE CONTRACTOR SHALL HAVE REVIEWED THE SITE AND CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE CONTINUING. CONTRACTOR SHALL PROVIDE PAVEMENT MARKINGS JUST PRIOR TO PROJECT COMPLETION. PAINT STRIPING SHALL CONSIST OF PAINTED LINES AND SYMBOLS IN ACCORDANCE WITH MUTCD STANDARDS ❑ SPECIFICATIONS. 24. CONCRETE (EXTERIOR CIVIL WORK) ALL WORK SHALL CONFORM TO ACI AND ADA STANDARDS ❑ SPECIFICATIONS. FINE BROOM FINISH REQUIRED ON EXTERIOR FLATWORK. CONCRETE COVER CASE COVER (IN) COLUMNS GIRDERS AND BEAMS 11/2 CONCRETE PLACED AGAINST EARTH 3 CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2 SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER 1 REINFORCING MATERIAL TABLE REINFORCING ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS TYPICAL REINFORCING A706 60 80 ** WELDED & FIELD BENT A706 60 80 - WELDED WIRE, SMOOTH A185 65 75 - WELDED WIRE, DEFORMED A497 70 80 - ** OR SEISMICALLY QUALIFIED ASTM A615 REBAR PER ACI 318-05 SECTION 25. GRADING EARTHWORK THE GRADING CONTRACTOR SHALL OBTAIN A COPY OF THE SITE GEOTECHNICAL REPORT, PREPARED BY TRAUTNER GEOTECH, LLC (PROJECT NO. 54341 GE), AND FOLLOW ALL RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER. NO GRADE CHANGES WILL BE PERMITTED FROM THAT SHOWN AND APPROVED ON THIS PLAN WITHOUT RESUBMITTING THE PROPOSED CHANGES TO THE OWNER ANDDR HIS REPRESENTATIVE. COMPACTION OF MATERIALS PLACED AT THE SITE SHOULD EQUAL OR EXCEED THE FOLLOWING DENSITIES WHEN COMPARED TO THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-155E: FOOTINGS ❑ (SEE STRUCTURAL DRAWINGS) PAVEMENT ❑ 950 LANDSCAPING ❑ 90❑ 26. PAVEMENT ALL CONCRETE SLABS SHALL CONSIST OF A 6-INCH PORTLAND CEMENT CONCRETE SLAB OVER 12-INCHES OF COMPACTED STRUCTURAL FILL OVER 12-INCHES OF A SCARIFIED AND COMPACTED SUBGRADE OR GRANULAR FILL. PAVEMENT MATERIALS SHOULD MEET MOAB CITY SPECIFICATIONS FOR GRADATION QUALITY. 2❑. AS -BUILT DRAWINGS THE CONTRACTOR MUST MAINTAIN A SET OF COMPLETE PLANS ON THE SITE AT ALL TIMES. THE CONTRACTOR MUST MARK IN RED INK DEVIATIONS FROM THE APPROVED SET OF DRAWINGS, INCLUDING: ALIGNMENT OR GRADE CHANGES DRAINAGE CHANGES SUCH AS LOCATION, FLOWLINE, STRUCTURE, SIZE, ETC. SURFACE CHANGES SUCH AS DITCHES, PAVING, CURBS, SIDEWALKS, ETC. UTILITY CHANGES, RELOCATIONS, OR CONFLICTS ITEMS OR UTILITIES NOT SHOWN ON THE APPROVED SET OF PLANS LIST ALTERNATE CONSTRUCTION METHODS STRUCTURAL CONFLICTS OR RELOCATION OF EXISTING WALLS, UTILITY POLES, ETC. THE CONTRACTOR MUST PROVIDE THE PROJECT ENGINEER OR OWNER'S REPRESENTATIVE WITH A COMPLETE SET OF AS -BUILT PLANS FOR CITY RECORDS. CONCRETE MIX TABLE CONCRETE MIX TYPE INTENDED USE 28 DAY STRENGTH, fc (KSI) CONCRETE WEIGHT MAX W/C RATIO, INCLUDING FLY ASH MIN CEMENT MATERIAL (#/CY), INCLUDING FLY ASH MAX AGGREGATE SIZE (IN) SLUMP LIMITS (IN) TOTAL AIR CONTENT (%) +/- 11/2% CEMENT TYPE REQUIRED ADMIXTURES OTHER REQUIREMENTS 1 FOOTINGS 4 NWC 0.45 470 1 4 - II/V - FLY ASH READ 2 GRADE BEAMS, PILASTERS 4 NWC 0.45 517 1 4 6 II/V AIR ENTRAINING FLY ASH READ 3 ALL CONCRETE EXPOSED TO WEATHER, OR DEICERS (SLABS AND WALLS) 5 NWC 0.4 1 564 1 4 6 II/V AIR ENTRAINING, WATER REDUCING FLY ASH READ 4 INTERIOR SLABS ON GRADE 4 NWC 0.45 517 1 4 NOT PERMITTED II/V - FLY ASH REQD 5 ALL CONCRETE OTHERWISE NOT SPECIFIED 4 NWC 0.45 517 1 4 6 II/V AIR ENTRAINING FLY ASH READ 0 1/2 1 DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" I 1 0 0 0 E 0 a o 0 ♦ 0 z J r w u) 1 m CI Y w w CC (n (n N CD CDz m LLi a Y L• • � .. O z m m 0 0Li j Q I- Z Z > Z U w cn Q > ~0 w O w CC w J J CC 0 0 12L d L_ d C..) o a+_. P. ) ,a. ct I~ Z 0 ° H •y a) � • P4 N � 1 E1 O c) oc � • c � H 4 z N w ��.,19 - N oo V Q U ~ ,--i M � .--; U -a,�o�oo�.o p4 00 ct = ili � z >•�o�0 Q _ 0 z 44 z 'E ', la 0 a W 0 C...) 'z uw r PREPARED FOR: BOB & KELLY WARD 1/4 1 SHEET NO. C002 OF 18 1/22/2019 8:45:58 PM N 1/4 CORNER SECTION 1, ` T26S, R21E, SLB&M 01-001-0236 WINKLER SSMH RIM EL= EAST 8" EL= 50.7 "FIWEST 12" EL= 50 TKO SUBDIVISION LOT 1 SSM RIM EL INV IN SOUTHEAST 8" EL INV OUT NORTHWEST 8" EL INV IN SOUTHWEST 6" ELF 55 i N 89°59'35" E 2639.1' SW CORNER SECTION 1, T26S, R21E, SLB&M m m �s East 180.5' 01-001-0028 135772.8 Sq. Feet 3.12 Acres S 1/4 CORNER SECTION 1, T26S, R21E, SLB&M (RECORD POSITION) S 1/4 CORNER SECTION 12, T26S, R21E, SLB&M FLOOD WAY (EXCEPTION 11) (EXCEPTION 14) 01-001-0025 AJB HOLDINGS. LLC 56.5' 6.57' L 56.42' 01-001-0024 FRYER N 89°5 '54" W 2630.8' SE CORNER SECTION 1, T26S, R21E, SLB&M 01-MMV-0152 C & S MOAB LI LLC SURVEYOR'S CERTIFICATE 1 I, Lucas Blake, certify that I am a Professional Land Surveyor as prescribed under the laws of the State of Utah and that I hold license no. 7540504.1 further certify that a land survey was made of the property described below, and the findings of that survey are as shown hereon. Lucas Blake License No. 7540504 BOUNDARY DESCRIPTION Beginning at a point 189.04 ft. North of the SouthA Corner of Section 1, 726S, R21E, S.L.B.&M. and proceeding thence North 333.06 ft, thence East 180.49 ft. thence S 9°48'51" E 100.13 ft., thence S 13°40' E 50.28 ft., thence S 25°35' E 128.56 ft., thence S 6°27' E 176.19 ft., thence S 14°31' E 245.66 ft., thence West 92.88 ft., thence N 36"27' W 426.74 ft to the point of beginning. TITLE EXCEPTIONS 11.) Subject to any rights associated with the Pack Creek bed and any changes in course, and to the right of way for the natural channel of Pack Creek over and through said land, as disclosed in the Special Warranty Deed recorded March 5, 1962 in Book 106 at page 415 as entry no. 297418. ' Pack Creek Desginated floodway is illistrated on plat. 14.) Right of Way for Kane Creek Blvd, as set forth in the Survey by Keogh Land Surveying dated August 23, 1990 and attach to the Quitclaim Deed recorded November 20, 1990 in book 427 at page 87 as entry no. 422088. " 100' right-of-way is illistrated on plat. The portion of parcel within ROW would need be dedicated to city with any future development and existing curb and gutter and sidwalk to the northand south of parcel will be matched with this development. NARRATIVE The Basis of Bearings is North between the calculated South 1/4 corner and the North 1/4 Corner of Section 1, Township 26 South, Range 21 East, Salt Lake Base and Meridian The purpose of this survey is to retrace and monument the boundary of the above described property according to the official records and the location of pertinent existing improvements located on the ground. LEGEND c0,, Power Pole r,, Power Pole w/Light ? Light Pole —3 Guy Wire (3 Ground Light ® Electric Manhole Q Telephone Manhole ▪ Telephone Pedestal B Electric Meter ri Cable Box j] Air Conditioner Unit Railroad Signals C Property Corner Test Pit GRAPHIC SCALE SO 0 25 50 O D4 A • 100 1" (INCH) = 50' (FEET) Flag Pole Well Head Satellite Dish Tower Water Valve Fire Hydrant Water Meter Sprinkler Head Tree (Site As Noted) Pine Tree Brass Cap Monument Found Property Corner Handicap Parking E l Storm Inlet (Square) O Storm Inlet (Round) t1 Catch Basin Storm Pipe G Sanitary Clean out (>1 Gas Valve © Gas Manhole 8 Gas Meter ® Water Manhole QS Sanitary Sewer Manhole • Storm Drain Manhole ✓ Street Sign i—i— Fence Line Edge Of Asphalt G SD —s —s — W P of LOCATED IN THE SOUTH HALF OF SECTION 1, TOWNSHIP 26 SOUTH, RANGE 21 EAST, SALT LAKE BASE AND MERIDIAN 1 BOUNDARY SURVEY 545 Kane Creek Blvd Moab, UT De Moral Gas Line Storm Drain Line Sanitary Sewer Line Water Line Overhead Power Line Direction Arrow Quarter Section Corner Section Corner Monument RIESEIO Land Surveying 30 south 40.1 meat, UT n532 .35 259.9:13 / Project 142.17 IDate 9/30r17 1 or 1 J .) L Sheet \ 01-001-0236 WINKLER \ ss ss d \\\ 4/ \�z/SSMH • \\ SSMH RIM EL= 4056.99' ° INV IN SE 8" EL= 50.79' \, IA \ INV OUT NW 12" EL= 50.71' \\\ \ \ 9 ad \° 18"f BOULDER RETAINING WALL i/i /// BU LDING 2 FF :4060.►5 (1) 6 INCH PORCH S EPS (1) 6- NCH ARAGE 'TEPS AE R MAX 48" HIGH TIERED BOULDER WALLS ° d ° d R 15" R20' d SAWCUT & REMOVE 24" ALONG \ EXISTING ASPHALT EDGE 5.85'f CONCRETE \ RETAINING WALL, W/IBC COMPLIANT HANDRAIL 48" BOULDER RETAINING WALL \ \ CREEKSIDE TOWNHOMES MONUMENT SIGN, LOCATION PER OWNER ° 20' WIDE CONCRETE DRIVE ACCESS (APWA TYPE 221) COMMUNITY MAILBOX, COORDINATE WITH USPS REGARDING SIZE, LOCATION, AND INSTALLATION 11' WIDE CONCRETE DRIVE ACCESS (APWA TYPE 221) SSMH RIM EL= 4059.52' INV IN SE 8" EL= 53.07' INV OUT NW 8" EL= 53.02' INV IN SW 6" EL= 55.72' INSTALL 293LF APWA TYPE "A" CURB & GUTTER, WITH 5' CONCRETE SIDEWALK (APWA DETAIL 221) r 1 \ SITE PLAN NORTH SCALE: 1" = 20' \ �\ /cS� \ 0 G� \ F %` \ \ \ \ \ \�� MATCH LINE' \ MAX 48" HIGH TIERED BOULDER WALLS, W/3' WIDE PAVER STEPS \ \ OI EXISTING 20' SE1 W, \ \ \ \ \ \ \ \\ --\ 0 m 00 CO 0o I I ° \ 'V\ \ \\< � \ S<\ \ <\\ q , \\�o /PS � S 1/4 CORNER SECTION 1, T26S, R21 E, SLB&M (RECORD POSITION) °a d 00 \ d `I\ \ z— 24.68' O \sue /P/O \O� MATCH LINE \`\ \ ss T \ 'F s r, M CTU D M CTU D INSTALL "CROSSWALK W1166-9 W11 2 12" MIN 10' MIN 7' MIN uo AHEAD" SIGN SAWCUT & REMOVE 24" ALONG EXISTING ASPHALT EDGE ss \ ss \ \�\ \ \ a100' \‘ \ 5X5 LANDING W/ADA RAMP & DETECTABLE WARNING, PER APWA 236.3 \d M CTU D M CTU D INSTALL FLASHING CROSSWALK ` SL-tj W16 -7PL W1111-2 BEACON PER UDOT STD SL-6E, OPTION A, MOUNT BOTTOM OF SIGN 84" FROM FINISH GRADE, COORD W/CITY AND UTILITY REGARDING POWER SOURCE & PROGRAMMING \ UDOT UDOT STANDARD CROSSWALK ST-8 s FLASHING YELLOW TYPE 0 SIGNAL HEAD (SEE UDOT STD DWG SL 3B FOR MOUNTING DETAIL) CROSSWALK FLASHING YELLOW TYPE 0 SIGNAL HEAD W11-2 W16-7PL OR W16-7PR (MEDIAN) PEDESTRIAN PUSH BUTTON AND RS10-3BL SIGN UDOT STD SL 6G OPTION A FLASHING BEACON DETAIL 15 FT TRAFFIC SIGNAL POLE (SEE UDOT STD DWG SL 1 E FOR MOUNTING DETAILS) 20 S GRAPHIC SCALE 0 10 20 40 W/YIELD STRIPING EXISTING SIDEWALK RAMP SSMH RIM EL= 4063.90' INV IN SE 8" EL= 56.5' INV IN SW 8" EL= 56.57' INV OUT NW 8" EL= 56.42' 80 UDOT YIELD ST-8 STRIPING ° m ° \ STORM DRAIN d t GRATE EL= 63.43' \ INV IN 20" EL= 60.68' INV OUT 24" EL= 60.71' INSTALL MUTCD R1-5aL "YIELD HERE FOR PEDESTRIANS", MOUNT BOTTOM OF SIGN 84" FROM FINISH GRADE. MD MD INSTALL "CROSSWALK W1166-9 W11 2 AHEAD" SIGN SITE PLAN SOUTH — CROSSWALK DETAIL DRAWING IS NOT TO SCALE F BAR DOES NOT MEASURE 1" o o o o Li 0 ss ss ss \aDwv FBI SSMH #3 INSTALL 60" MH\a \< \ RIM EL= 4059.13 \ INV OUT SOUTH EL= 52.72' 4 INV IN EL=52.92' \° (SOLID COVER/NON-VENTED) INSTALL 55LF± 8" O PVC SDR 5 SANITARY PIPE @ 0.4% SLOPE 20 0 \ \\ a TP❑ LP \ \ /0'F '\\ a \\ ��\ \�z SSMH \\\\ SSMH RIM EL= 4056.99' INV IN SE 8" EL= 50.79' \ \�°Q \ INV OUT NW 12" EL= 50.71' ' �\\ SSMH #2 INSTALL 60" MH \\� RIM EL= 4059.03' \ 9 \\ INV OUT SW EL= 52.30' d ° INV IN NORTH EL=52.50' \, \ (SOLID COVER/NON-VENTED)\ !y INSTALL 63LF± 8" O PVC SDR-35 SANITARY PIPE @ 0.4% SLOPE \ \ \ SSMH #1 \\y INSTALL 60" MH `°\\ (CAST -IN -PLACE BASE) \ ��\\ RIM EL= 4058.20'± EXIST INV EL= 51.85'± INV IN NE=52.05' TOP SEWER:53.51±' BOT WATER:55.01'± FG:59.25'± COVER:4.16'± \ \ OG ss ./ S GRAPHIC SCALE 10 20 40 I\ ss e \ EXISTING CULINARY PIPE, \\\\ I \ PROTECT IN PLACE \ HOT -TAP EXISTING 8-INCH MAIN, INSTALL VALVE, 90° BEND, & 100LF± 6" 0 PVC C900 (RESTRAINED JOINTS), INSTALL (9) 1"0 CULINARY SERVICE METERS AND TYPE K COPPER SERVICE TO EACH BUILDING, PER MOAB CITY STDS, SEE MECH/ARCH FOR CONT. ( IN FEET ) 1 inch = 20 ft. \ \ SSMH RIM EL= 4059.52' INV IN SE 8" EL= 53.07' INV OUT NW 8" EL= 53.02' INV IN SW 6" EL= 55.72' \\ F GT \(.9 TOP SEWER:54.25'± BOT WATER:55.75'± FG:59.53'± COVER:3.69'± \ TOP SEWER:54.43'± BOT WATER:55.93'± FG:59.67'± COVER:3.66'± TOP SEWER:54.67'± BOT WATER:56.17'± FG:59.75'± c COVER:3.50'± \ \ S 1/4 CORNER SECTION 1, T26S, R21 E, SLB&M (RECORD POSITION) INSTALL 40LF± 6" 0 PVC SDR-35 SANITARY SERVICE @ 1.0% SLOPE INV IN:53.32' TOP SEWER:54.86±' BOT WATER:56.36'± FG:60.19'± COVER:3.74'± T rn 0 rn TOP SEWER:54.72±' BOT WATER:56.22'± A FG:59.80'± COVER:3.50'± /iriii/ TOP SEWER:53.52±' BOT WATER:55.02'± FG:59.15'± COVER:4.05'± CII N �{ rn / n n TOP SEWER:54.65'±- H BOT WATER:56.15'± ) z FG:59.95'± ^ COVER:3.72'± u 1 m -n ' rn :5 TOP SEWER:54.78'±a BOT WATER:56.28'± FG:60.13'± COVER:3.77'± P,.0 . ui / INSTALL 40LF± 6" 0 PVC SDR-35 SANITARY SERVICE @ 1.0% SLOPE INV IN:53.32' INSTALL 65LF± 6" 0 PVC SDR-35 SANITARY SERVICE @ 1.0% SLOPE INV IN:53.57' OOD WA .lE INSTALL 54LF± 6" 0 PVC SDR-35 SANITARY SERVICE @ 1.0% SLOPE INV IN:54.46' INSTALL 54LF± 6" 0 PVC SDR-35 SANITARY SERVICE @ 1.0% SLOPE 7100-YE R FLOOD ZONE INV IN:54.25 ZONE AE INSTALL 43LF± 6" 0 PVC SDR-35 SANITARY SERVICE @ 1.0% SLOPE INV IN:54.35' INSTALL 56LF± 6" O PVC SDR-35 SANITARY SERVICE @ 1.0% SLOPE INV IN:53.85' NOTE: CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES TO INSTALL POWER, PHONE, CABLE, NATURAL GAS, AND COMMUNICATION UTILITIES, AS REQUIRED. (SEE ELEC/MECH/ARCH DRAWINGS) INSTALL 75LF± 6" 0 PVC SDR-35 SANITARY SERVICE @ 1.0% SLOPE INV IN:54.03 INSTALL 102LF± 6" 0 PVC SDR-35 SANITARY SERVICE @ 1.0% SLOPE INV IN:54.29 TYPICAL NOTE: CLEANOUTS REQD WITHIN 3' OF BUILDING FOOTPRINT, LOCATE WITHIN LANDSCAPE BEDS CAP & BLOCK END OF PIPE I �3 o L� A L L� � z� \MOG3EuRfla Dzzm 0�3 VOM o�00 ON UTA�- CAI OO 0='5 ,�=L3i NOTE: UNDERGROUND UTILITY LINE LOCATIONS ARE APPROXIMATE AND ARE BASED ON RECORD DRAWINGS SITE SURVEYS AND CITY UTILITY PLATS. ALL UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTE: CONNECTIONS TO CITY SEWER AND WATER MAINS ARE EITHER TO BE DONE UNDER THE DIRECT SUPERVISION OF CITY STAFF OR BY THE STAFF THEMSELVES 01-001-0024 FRYER DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" I 1 a) 6' o c o •a o o 0 6 z i 0 N W L7 Q CO Y LLI w U in Y Y -II � CO CO z co Q Y .. co Z m z CO LLi L• • 0 cn Q , z O z 0 w ( Q > ~p w O LLI CC W J J CC 0 0 12L d L_ d U 0 a o --^ a� ,� a • on a.) g g g o g ct 5 z O r. p4 on g o oc ,� .� Z W ,,_�•?� -- � oc 00 U H Q oc -� d . U i--i 7,, M 7 H U � y ono "� f'4 O to co m ��, .O � z .� b 2 ,,,i �vsaw 3�, 2 o � z ,_ la 1 v Q 1 z x w a ,-� v �W '1/4 se 1 c) O5 4 a0c' 0 w [�(7) Wa W r:4 SHEET NO. C102 OF 18 1/29/2019 7:03:35 PM d4\ � \ \o \ \ \ \\\ 6, \ \e \ CO \\ \ \ O \ I I \ \\ a \\d \ \ \�\\ ,<</\' \ /SSMH \ d '.1\\ / \ SSMH RIM E L= 4056.99' INV IN SE 8" EL= 50.79' NV OUT NW 12" EL= 50.71' \\\\N 4\d\ \ \ IOs6\ \ \ \ �LP 4 I TPA I LP 1 J I �U4 -4p49 \- _ZONEESAE �o `so I �°s7, 1 NOTE: IBC COMPLIANT \RAILING REQD ALONG WEST EDGE OF STEPS A LANDING I \ NOTE: MAINTAIN LEVEL SURFACE ALONG TOP OF WALL, STEP WALL DOWN IN 12" INCREMENTS EVERY 12't TO W TO MAINTAIN MAXIMUM WALL / W HEIGHT OF 48-INCHES \ k/9`ss \ \ <<� \ \ \ 1 t405 'Tow, s8 00 G�1 0 TOC: 59.65 TOW: 60.15 BOW: 54.30t NOTE: IBC COMPLIANT RAILING REQD ALONG EDGE OF RETAINING WALL,TGy� bT� 0, / '704,• 60sS •sg�s 0* �0 \0�� 5b �0 g0 / \Q MATCH EXISTING ® 3:1 MAX ALONG CURB, WALK, AND WALL PLACE 10' LONG, 6' WIDE, 12" DEEP, 6"0 RIP -RAP AT GUTTER END MATCH EXISTING ® 5% MAX, BETWEEN EXISTING ASPHALT AND CURB \ 2 100-YEAR FLOOD ZONE YARD MATCH EXISTING ELEVATIONS ALONG REAR • i • 43, „oQo� H U� C�co\ 0 0 v STOP STi /•°ao ,:::"'4060 40805 / 4d Toe / '059.90 d dt. ) c,„9 P / it'S N . I� - ,TOOe 4059.50 B U DIN G :4060. r \ I I \ :49. 4� 1 1 \ \ \\ \ � \ ,S44 PATIO` 4rdtr ' ••••••• ;rdS � `� 52, p0- n� � TOW: 60.00 � � \ � 4°SSi $41* Ro▪ °° • 4pss.so 11� w:5s.o_,o I' �� 053 444' . F 0��� o,,, \, °s7 �0� rO6os � .�.I►� �� \ - s� I ,,,, \y \� �O � O � I IIp I Y - I o l o� o l• d- I r x \ \ oh°000 �° \ Z\ 02 o6o -2.496t O i-4 t�,,,,, �°I ° o I�'1N•dc. zl�e� ��ss?,�� 40,41.:4•41- i°OO• 1 ii+13,t0ttiSir',4+41k I � 1► ••,••••40*44 v�, (44\ .£4.Ao9i-6.6%.t� �p � ! � s£ N � 1 d' I �t0y � O °TOP 0� P Crt ' I 1 ` y / O ,,` p\ OGy ° �OG�O J 4061. ' _ n 1 •••,,, I \ \ \- ° \S\ % \tr)\,— O0' • S `I � I // (1) 6 INCH P•RCH PS (1) 6-, ARAGE TEIS To r 4p 0 OOP BOG BRIM ' #' a 4059.13 d cfl ad d d Id4 O -4.5. e TOC R1M 4, /o`yq d 4p59r:js7 • \ 4) GY94- 00* � d4 X 4) 4) G. 4) �� h ° /ry d • 4)% FG RIM 4058.50 0.4 ibis, _�MpTCN 4056- , t4‘ • v \4 �FG RIM 4058.25 \. 7o. 0� °Is •. 405 \ MAINTAIN TOP OF WALL ELEV 59.00, MONUMENT SIGN PAD ELEV 59.00 SSMH RIM EL= 4059.52' INV IN SE 8" EL= 53.07' INV OUT NW 8" EL= 53.02' INV IN SW 6" EL= 55.72' 4 AO�n c �O. 1 TOC d 9• 4 A4059.85 TOC SS 4059.88 r. ,6 C5 IN §)� ' 4060.5� e \e'' • 40P ..OG 40_04 . 00 �406°' TOC 1 �. 4060.50 O 4 / 00 N .H 01 °yl• d 6 �-�4 � \ I �'i6 9 4 16,..S4TOdztPl. 4 ti� e�°G °j. O _ CP 0`°lO O S°�j�58'g3�*' 00 F (O� 9 0, 4059�1111F1 I �O 4060 50 To � 4058.19 d s• o 0 ° \ � ( .29\ 4 0 A h d I e4 To _ c 4pS� I a� 4 8S 'i TO d l 4p5 14= 1 e4 e 1 � a 440.3 f OG 5 v 40 d \V O` •\O� 60 0 60 4° 40� TOC 406Q. o4) TOC Ti 9 ho roc 4060, OG 'o ' .,�1 Y" � Q PRi, Qi 1.o TOC - 1 rn G 4p5.9' j0 :4000 ��� h � 4 ,\OC'�0 9 ^i \\� GyT\ \ \ os \ \7\ 2F,\ \ TOq 405 4059.09.* \\ S S M oo I60 I �t 01 01 G r C) / D n / a) 2 rn (j) - n - , cr1 rn 0 O 5° Q1 N Ix Zs � o TOC Ao 1418 TOT° \ a. e °S9'Sr7 Sg .\ \ \4 ° \ \s \' s \ 4 \\ \ \. \ A \ 4 d \\ \ I \ 4\\ / \s • 0 TBC• ° 4059,10 • f .4060--- s, ' \ \ cT\ \ \\ ;F \ \ , s \ 0 \ 4pg� \ 40rO TOP 1_067,0p s°° - .o e CR,O F s \ \( \ \ \\\\ \ \ \\\ ss 1 ' 4\\ \ S 1/4 CORNER SECTION 1, T26S, R21 E, SLB&M (RECORD POSITION) 4" r Wir To 60 0 de \\� ss \\ \ G19 d 4 6'° �e. w0v4 )4S4 +47*,4tr .4, • '7O6 SMH sr NOTE: 5% MAX GUTTER \SL\ ®LANDIN\ \�•�. \ 'MATCH EXISTING 0 • MATCH EXISTING 0 5% A LONG ASPHALT ULVE rr) fTy°,1-1 INSTALL 4 INCHES OF ASPHALT SURFACE COURSE OVER 6 INCHES OF GRANULAR BASE OVER A PREPARED SUBGRADE, PER GEOTECHNICAL REPORT INSTALL 6” THICK PORTLAND CEMENT CONCRETE SLAB OVER 12 INCHES OF COMPACTED STRUCTURAL FILL OVER A PREPARED SUBGRADE OR COMPACTED GRANULAR FILL, PER GEOTECHNICAL REPORT PLACE & COMPACT 8 INCH MINIMUM STRUCTURAL FILL OVER A PREPARED SUBGRADE OR COMPACTED GRANULAR FILL, PER GEOTECHNICAL REPORT GRADING PLAN LEGEND TOC = TOP OF CONCRETE TOA = TOP OF ASPHALT TBC = TOP BACK OF CURB FG = FINISH GRADE F.F.E. = FINISHED FLOOR ELEVATION RIM = CATCH BASIN GRATE/MANHOLE LID TOW = TOP OF WALL BOW = BOTTOM OF WALL LIP = LIP OF GUTTER WW = WATER WAY INVERT TOP = TOP OF SLOPE TOE = TOE OF SLOPE BENCH MARK ELEVATION: WITNESS CORNER, SOUTH J4: CORNER, SECTION 1, TOWNSHIP 26 SOUTH, RANGE 21 EAST, SALT LAKE BASE & MERIDIAN BM ELEVATION: 4062.68 GRAPHIC SCALE 20 SURVEY NOTE: BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED BY RED DESERT LAND SURVEYING. ACE, PLLC ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL INFORMATION SHOWN ON THE PLANS PRIOR TO COMMENCING DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" o o co CO Li 0 III 4j 10. II I 4048I °` 40 \ \ 1pls 1 II z NOTE: ALL ROOF DRAINS ON NORTH SIDE OF \\\ ;31 / BUILDINGS TO INCLUDE SPLASH PAD, \ \ \\ a°\ -4049_ 0 1 C BURIED BUBBLE -UP DRAINS, OR RIPRAP TO \ \ PREVENT EROSION \ 4046 1 \ \ NOSE 9LF± 12"0 CORRUGATED HDPE OUTLET PIPE BETWEEN I \\ BOULDERS, INSTALL SCREEN OR GRATE OVER OUTLET, INSTALL -ZONE AE \ 1 OPATIO \ 12" THICK RIPRAP (D50=8") PROTECTION 15' MIN DOWNSTREAM I \ \ - PATIO \ OF OUTLET, INV: 51.00 \ 10o I GG \,41 B U DTN G \° I sue\\ \\ 4�09504051-.4060. Io ~(1) 6 INCH RCH I / 4052— INSTALL 2X2 PRECAST CATCH BASIN I I (1) 6- N ARAGE TE �r7 g)53 RIM EL: 56.00' \ \ I \ \\ 1S6'` \ ApS , I A E o INV PIPE EL:51.05' III 1 [M INV BOX EL:50.05 \ \ 1 I H STORM DRAIN TOP:52.38 A ' I / p c SANITARY INVERT:53.50' \\ I ° 4060 \ I \ \ \ 1 ZE I ° CO °° ° ° 1 �� 053 \ ° \ 4052— C ° G \ S2 1 \ \ o TPA I I 1 1 ° £° INSTALL 70LF± 12"0 CORRUGATED \ ' a \ \ In o �P 1 \ I N / 4 O\ `5. HDPE PIPE @ 0.5% SLOPE 40-gs \ a o o STORM DRAIN TOP:52.59' I I ° SANITARY INVERT:53.07' �lJ \ ° ° ° ° 4053 d rn \ \\ %\� \\�� ° rn INSTALL 30"0 PRECAST CATCH BASIN I Sl ps Qp \ a ° � ° 4 \ F r RIM EL 58.97' I \ T ° o O \ INV PIPE NE EL:51.40 Lq 1 I ° a A G \ INV PIPE SW EL:54.97 44 05g� ° w° ° ��r� INV BOX EL:50.97 °\I ° a f a ° �c3� �� STORM DRAIN INV:55.03' oy W E \ \ \ \ 8 0 STUB -UP \ A °AV AV � I I SANITARY PIPE TOP:53.41' \ LANDSCAPE DRAIN 5� ° t RIM:4058.50 ° a a ° °A G ° d A rn ol� o J� INV PIPE: 4055.26 ° f d 100—YEAR FLOOD ZONE \ \/ 8"0 STUB -UP 1 0S -1�`� I I ZONE AE LANDSCAPE DRAIN I a I ^ O Ln'i °' °' H CONNECT SERIES OF LAND DRAINS, INSTALL \ \ RIM:4058.00 ° ° p s -n n n 62LF± 8" O CORR-HDPE @ 1.0% MIN SLOPE SSMH INV PIPE: 4055.35 \ f� -n d° III d d8 G A D O \ Z I SSMH �L 8" 0 STUB UP \ d � � ° p c cn r•n -i NOTE: ALL ROOF DRAINS ON EAST SIDE OF RIM EL= 4056.99' \\ LANDSCAPE DRAIN 4057 ° ° ° , rn m # I BUILDINGS TO INCLUDE SPLASH PAD, I INV IN SE 8 EL= 50.79 \° \ RIMA058.25 ° s BURIED BUBBLE -UP DRAINS, OR RIPRAP TO mpg J INV OUT NW 12" EL= 50.71' \ INV PIPE: 4055.44 �� \ ad 57 c °I ° ° ° ° A / PREVENT EROSIONly, I \� 8 O STUB -UP ° ° ° ° °�� \4 I \ S a a O \ c ° \ LANDSCAPE DRAIN \ a 00 p c cn r� \\ \ RIM:4058.50 \ \ \ '`�° £ I -4-o I 1 1 � �cP -n \° INV PIPE: 4055.53 % I \ ° n o m O 1 O d X \ °d e R E li \ \ \ os8\ I a ° O° o Io rn I LD \ °14 N I I \\ H u, 1 G A \ m ° N 1 I I p�rn6 i+^ o s I \ \ O \\ \ s I \ I \`\ \ 1 � \� I 0 S9 \\° 4 1% \ r _� 5 4 O \\ T 1 -os \ \ FL O WAY L J SSM S �O \ \ \ s \ s9 SSMH p\ �p RIM EL= 4059.52' 4060 pv, `, INV IN SE 8 EL- 53.07 \\\ \ \ \ \ INV OUT NW 8" EL= 53.02' INV IN SW 6" EL= 55.72' I \ \ S \ \A \\ 7p I \° \ �, \\ •� 604A \ \ \\ °�\ 4 o Iro \\ \ !/ �\ 4061 \1 f X L1 00 \ \� ° I \ °\ d- o 0,o to 062 \ I I I -402 G� ° s� 50 HALF WIDTH % uo 4062 �1 \ A \\ A S 1/4 CORNER \�` \ \ \ \ 0 SECTION 1, T26S, R21 E SLB M (RECORD POSITION) \ \\ ss , 4063, \ ° O �i _ BENCH MARK ELEVATION:�F �■ ■� WITNESS CORNER, \ do o \ C \ SOUTH 4 CORNER, SECTION 1, TOWNSHIP 26 SOUTH, RANGE 21 EAST, SALT LAKE BASE & MERIDIAN BM ELEVATION: 4062.68 E. I � I\ I I I I I I I 0d- Iu i r � col I II I��I \ I I L0 0 II i 0-1 I � I 1 I I \ IN 01-001-0024 I I1 1 FRYER II II I II I I II 11 I 0 o I I of I 11 I I I O d- � o \ \� 1 0 \I 1 I\ I 1 I 1 1 1 \\ 1 \ 1 1 1 1 1 D ,Zr a) 0 os s� Lp o \0 1 1 Sp s \\ 11 1 11 \ �1 11 1 \ \ 11 1 \ 1 \ I I 11 1 11 111 \ I 1 1 I 1 \ 1 11 I \ II 1 I 1 N o 11 1 11 1 -4050 0 I\ o oloIS lr co Lo L / 1 Q dam- l o l ' o L I W E s GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. SURVEY NOTE: BOUNDARY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED BY RED DESERT LAND SURVEYING. ACE, PLLC ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL INFORMATION SHOWN ON THE PLANS PRIOR TO COMMENCING WORK. 0 1/2 1 �_M"" DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 0 0 0 Iu 0 0 z w a m Y W o Ly N U L0 Y m Y m _�� z O CD m a J Y oz m m 0 Q z z 6 z w QLu ~p W > (Y W w J J O (Y a o a� uj on0ooc kr) W U ct ; ° z a � Q z a x � W L) uw N M � � c) N p.., '4 � z O oz� 0 H r—1 W a U U W °a a SHEET NO. C104 OF 18 1 /29/2019 7:04:32 PM o; \ ti �J' ;,v �00 QO\ 4056=D e D DJ-- --�� =L — — TFI i 40F ��- SS o A Co �(hD p ,�`� g��coo 00 �o G �v �� �o P��O doh ham. ho QJ ��o \� l�,�h`b' Cbh oh �� /h���O o no �PPG �o pJ�pS Q"�O P�\,P�� A104kil0*1[OME$NOm0 ( IN FEET ) 1 inch = 20 ft. 4056 4052 ,ATUM ELEV 4044.000 r Q u C 0+00 1 +00 2+00 3+00 h O� �i VALK/C&G - — =_ --- = 405�— _ = =_ — _ �� �— _— - — �064 = — - — _ — — 4064— G --G ----G —�G ----G - TEL — — TEL — TEL — — TEL — — TEL �— TEL — TEL — TEL E�— -� -4064J I �065� �066 I C -ss_ -- SS pSS — SS --5 -- SS -- SS -- SS — \ SS -- SS — 106 \ -- W W -- W \�W -- W -- W -- W 5��� e \,��o�vvho. \ O Q \�J 0 0- Z Q F W LL- W 0 ,•� iivu HJIJNALT 4+00 2�f _ EXISTING GRADE L INSTALL 4 INCHES OF ASPHALT SURFACE COURSE OVER 6 INCHES OF GRANULAR BASE OVER A PREPARED SUBGRADE, PER GEOTECHNICAL REPORT A ROAD DRIVE SECTION ED Lq Lo — SCALE: 1" = 5' Lo10 u') J 5+00 12.2' f 5' WALK INSTALL 6" THICK PORTLAND CEMENT CONCRETE SLAB OVER 12 INCHES OF COMPACTED STRUCTURAL FILL OVER A PREPARED SUBGRADE OR COMPACTED GRANULAR FILL, PER GEOTECHNICAL REPORT 6+06+12. o 1/2 1 �—M"" DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1 " 0 0 c 0 0 0 z w Q m y w o w m (n (n Cj O N Y m Y m z O c0 m Q J Y .. O m W Z z 0 ¢ z O w Q > ~p Cn W af w w J J O af 0 0 af d d a o a Cn on on 0oc °~�' = Z �.. 00 00 ~ u . � 7; U 'G o f� Cd Q z U � a � Q z a w � -� U 'z uw N O M C ~ Wiz as o a��ww �Woz� Piz 0 u �� U W do W °a SHEET NO. C105 OF 1 /29/2019 7:05:33 PM Co CD O / / �o?c� 'C9 .,` Z� ' COp" s � cO'N 4053C'0ZJON�N�v0N/�o N pNB0 G-oi' Ny Z C0 soo'A7'-Go 00, l < A Co IA x I . cr ✓ / //�p / h / 1 Dc9 ° cs o O / ° I ^maol y ry p0 ;10 ENOCP 2Z� 9� Tl oz- A 'ANs0�0/ 7 O - -�o9 o I c3z 1Fz �"� Z,` �' �o_ ' ow�y v7 / / i Q / / Y Q� ON -4049 '� c9 9c 5i�9o� 5 / /M D< TOO050 O -o / I 4- Lo I l o �n o'er / / n0 ,N� M �/ 4051 Q �ZF 00 4053 \ `` D° Gc�O'� � 405 � y \\ d/ / y// � i► v y0 ,0 2 okv0�2 y O o o y '0��� 2\ � '� c��A`v� '�/, �O`�h`o6�Ni���D�N5✓�c / rZ L ZL, Zo L-�o Z<N.� �<< o. �cvt�1���y00� '- U0�� �R` <��n C'6tL v-o o A� Z�yZc9of /�N ZZsO�TA O 0o" vC�<0 ' L �' oo ZO yam" Xo SOS -_ 1 ^may / / +� 9 / j Z ��2 NX � s Lr� 00 n� o L9�'/ / yOGZ� LZ ° � 9 O 0 N� �/ / n �� h� (cc O p 0 0� I G' o00 << �° / �) �\ 6� ti I( 3 I 2 G (� -o / / / may/ `ram / 4p5 I �� / \ �` O) O 00 C� �2 O > � ., �N0o N / -O � o Z0 GN 0� 05IV y �3 o / 16) Z�4O ? �` / vk\-?N G? OjOr VAN N ZN OD, _53 Lu H Lu Q � o w z ao o �? > Co +I M N Z mUoLno Z II � � O J ' Z II w Z Z Q Z U) �JLn W LNfl mOJ W O Q M Z Q O~ odo II gC,Lu=w mihmN? �? Lo Q LO U tea? oz�>W r` - Ln �> ���rn� Ln�ww o � M Q N oJ- II zZ r� oo�a» w d Ln p Lci w ��i` om-<j LLI �Ncfl�cnOOU o ooOLNr>> ��oC000Q`"��w o o JJrn Q�~� + -J Lo(y) J� omQ�w + zULomLn�do�c�ommoo Ozi`w WLo 0 �(nZU�XZ OmQ W OZJ +1 JJ�W p�Lo 0 Cf) �(n� WN �UL°jWNmQ�� �i0(nrnW>J cn(n— ��Lu Qom~ 2Q W Z— + dcMmUow Co<0oZfnw � Cn Cn 2 » O O — J () 0 7t EL z g > o � cn o - + CO CDm Co m In cnCnz�zZ� �CnCn2»O <oz >wm-5LzQ�z�aoCno w `+°JmJmmo 4060 zRzz� CnCco-<j �0Q�>Qoz�> oQ�wa�m BOULDER WALL Cnmoo Jofz�- Q-Z Q�� Cnoo_<j �CnQ�>>> SIDE ALK C&G 4060 �zv�zzz I —I 4056 EXISTING GRAD NOTE: WATER LINES TO CROSS I _ SANITARY PIPE 18" ABOVE MAIf� I i � \ INSTALL 63LF± 8"Q) PVC SDR-35 LINE OR LATERALS I I 4056 SANITARY PIPE @ 0.4% SLOPE STORM DRAIN T P:52.38' - - - - - - SANITARY INVE T:53.50' - - CONNECT SERIES OF LAND DRAINS, INSTALL 4052 - - - - - - - - 62LF± 8"0 CORR-HDPE @ 1.0% MIN SLOPE INSTALL 70LF± 12"0 CORRUGATED INSTALL 55LF± 8" 0 PVC SDR-35 HDPE PIPE @ 0.5% SLOPE SANITARY PIPE @ 0.4% SLOPE 4052 STORM DRAIN INV:55.03' STORM DRAIN IN FOREGROUND 4048 SANITARY PIPE TOP:53.41' STORM DRAIN TOP:52.59' SANITARY INVERT:53.07' 4048 DATUM ELEV 4044.000 o o� �o �� �� -t � DATUM ELEV N 0 N ' `� 4044.000 C L�LoM Ln �m Lo Lo 00 0Lo �r� �0 �00 N� ON O O 0 0 0 0 0 L 0 0 0 0 � N - `�0 �0 �0 0 0 Lo .0 N Lo 0-) Ln .m � 000 000 Lnm o0 0m 0m Lnm 0+00 1+00 1+25.52 �� 0� �CD � �� �� �� �� 1 SANITARY PROFILE 0+00 1 +00 VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' STORM DRAIN PROFILE 2 E VERTICAL SCALE: 1" = 4' HORIZONTAL SCALE: 1" = 20' GRAPHIC SCALE 20 0 10 20 40 80 0- .0 r ( IN FEET ) 1 inch = 20 ft. ■ ., H Cn Q wLo o rnXJno Jo Lf- N m l-0 W W + J m J m o < LuELm <CnQ�>> Co C) STA:1 +45.84 NOSE 9LF± 12" 0 CORRUGATED HDPE OUTLET PIPE BETWEEN BOULDERS, INSTALL SCREEN OR GRATE OVER OUTLET, INSTALL 12" THICK RIPRAP (D50=8") PROTECTION 15' MIN DOWNSTREAM OF OUTLET, I INV: 51.00 0 0 0 N0 0 .90 0 Lo Oqg-�. 0 ��o 1 +63.25 0 1/2 1 �—M"" DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" <11 0 0 0 0 0 z w a m w 0 w m Cn Cn Cj U N z m z m z o Q0 m Q Lil Y .. O m � w z Z Q > ~p w O w w J J O (r 0 0 m m a o � tc a _ rx W � 1 00 z �Cn 3� z � a n z a W >z uw N M U W04z� O� O 0 1.4Wa�u U W a SHEET NO. C106 OF 18 1/29/2019 7:06:14 PM O -4049� 100 YEAR FLOOD ZONE \ \ \ \ o \ \ \ 4046 \ \ \\ _ZONE AE / P I I PATIO PATIO � \ 1 I o B U ILDTNG 4050 \ I/ \ / � .4060. CDCNN 4051- �� I �� o N _ n52— SEDIMENT CONTROL: AN APWA #122 SILT FENCE MUST BE I \� (1) 6 INCH P RCH PS \ I - o \ ERECTED AT THE LOCATIONS SHOWN. THE SILT FENCE (1) 6- NARAGETE �Q �M Pj �to MUST REMAIN FOR THE DURATION OF THE CONSTRUCTION I I OS7. M A E R PERIOD, AND MAY BE REMOVED JUST PRIOR TO SITE \ ZZ BM STABILIZATION` OR SOD & VEGETATION INSTALLATION ° 4060 N \ l I ( CO ° A 4053 � 4052— C d d «CJJJ V2 II \ ' I a £° � w A O IX) I� L �� I I ❑� r 1 \ \ I I/ d° �I d° d* d O' °�� \ I O I I I V 0) LC d l ° I d° I o \ D WA E 4O4 0 � I � I o l o o y d" I O 8 1 6' d I1I CS`S 1 ° I� ° S ° d °d� °° O N O I �OII \ ° U1 \ , 1 I \ \ ° ° ° ° \ I (\ J ° I \ O d d A G \ A9 I � d��° 4p5g` d w° , co31\M o O W L E I �I °° d 44 ° CSl / 1 ° d 1 ' I SEDIMENT CONTROL: INSTALL APWA #124 INLET PROTECTION I rn -n �{�h,o MEASURES AROUND ALL NEW &PROPOSED INLET BOXES. I I io A ° ° G M _t to -t o MEASURES MUST CONSIST OF FILTER FABRIC BEING PLACED £ �� - OVER NEW INLET GRATES AND SURROUNDED WITH SEDIMENT I ° d ° o BARRIERS SUCH AS GRAVEL SOCKS OR STRAW WATTLES, OR SS 0 ° d N / C I SILT FENCES. SEDIMENT BARRIERS MAY BE REMOVED JUST a, rn I \ I Id �, O cn H / PRIOR TO SITE STABILIZATION OR SOD &VEGETATION ° ° ss o° T n n r I I INSTALLATIO N. I I \ \ f I \ \\ �� d, / rn/ 4 �co d ° 8 G A 0 ,� O OS>\ / ° O / z ° ° / D n I I EROSION CONTROL: CONTRACTOR IS TO DISTURB AS LITTLE dM I I / VEGETATION/SOIL AS NECESSARY TO INSTALL THE IMPROVEMENTS` I I g 4057 A d ° � rn SHOWN ON THESE DRAWINGS. KEEP CONSTRUCTION STAGING II I \ n rn AREAS TO A MINIMUM. CONTRACTOR SHALL NOT CLEAR AND I I II da GRUB ENTIRE SITE, OR EXCAVATE EXISTING SOILS FOR PRIVATE 57 s ° a ° d ° °,° QUARRY/GRAVEL/CRUSHER/SIFTING OPERATIONS. \ I as s d d a LO \ o P C r7 1 I I rl \ \ d f �- o I EROSION CONTROL: OWNER/CONTRACTOR IS TO RE -SEED \ \ ; AFFECTED UNDEVELOPED AREAS WITH WESTERN WHEAT -GRASS \/ S� ° o ° R e d OR OTHER NATIVE GRASS. PLANT 12 LBS OF PURE LIVE SEED \\ s °� d o PER ACRE. USE BROADCAST SEEDING METHOD & RUN HARROW �\ � - e I OVER TO LIGHTLY COVER THE SEED. PLANT SEED IN EARLY c�1 \\ \\ \ co d ° SPRING OR LATE FALL. o ,n �� to Ln °e\\ \ P I 1 K�l drn N / p� )\ 1 LIMI OF DISTURBANCE: 37,465t SO. FT., 0.86 ACRES I \ \ o Z_ �Z cG\ \ \ d \ c � 1 \r \ r \\� cNn 1 y\\ I \ \ \ S \ ` ° J � 10, \ NOTE: OWNER/CONTRACTOR TO MAINTAIN SILT FENCE / \\ ° I/ \ 5 d f 3�060 ALONG EAST BOUNDARY UNTIL FINAL SOIL STABILIZATION, �� Ss \ ° T THIS MAY REQUIRE MAINTAINING THE SILT FENCE AFTER \ \ I \ \ ° FINAL CONSTRUCTION I ° �0 \ \ FL O WAY L I 1 I SSM S / \ ° \s 40 SSMH \ RIM EL❑4059.52' �I \ �O6 \\ \ < � .4060 0 \\ INV IN SE 8" ELL] 53.0LJ \ �� INV OUT NW 8" EL❑ 53.02' INV IN SW 6" ELL] 55.172' I \ \ S \ \\ 4 \ \ °61 d I \ 4061 m d \\ �00 6', \o I \_406 Gl, \ ° 2 4062 S 114 CORNER \� SECTION 1, �';A T26S, R21 E, SLB❑M (RECORD POSITION) \d \ d \ \ S \ I I \ � o os, � t Aso \ \ s, ' \ SEDIMENT CONTROL: DURING CONSTRUCTION &PRIOR TO Il �/ /STABILIZATION (ASPHALT PAVING), CONTRACTOR IS TO INSTALL & I O 1 ( MAINTAIN AN APWA #125 12 X50 AREA TO BE UTILIZED FOR A TRUCK I a- 1�� ( s WASHDOWN AREA. TRUCKS ENTERING PUBLIC STREETS MUST NOT rn to Lo I \o ALLOW SILT AND EXCESS MATERIAL FROM THE SITE TO POLLUTE 0 Lo o o d or o \� STREETS. THE EXACT LOCATION OF THE TRUCK WASHDOWN AREA IS \ _ o I ITO BE DETERMINED BY THE CONTRACTOR AND OWNER. \ �0 50' HALF WIDTH U0 \ / CONCRETE WASHOUT 6 24 LOCATION \v/ PORT-A-JON '_7� Oro LOCATION �°i 0 c\ \ -4050 — d �j r \ \ `4063 \\\ \\\\ \ I \ \ ULVE ❑ 60.05' UPDES PERMIT NOTES: SWPPP KEYNOTES Location: The proposed development is located at 545 South Kane Storm Water Pollution Prevention Plan Notes: Creek Blvd in Moab, Utah; or in the south 2 Section 1, Township 26 South, Range 21 East, Salt Lake Base & Meridian. 1. During the excavation & utility construction phase of the project it is the responsibility of the EXCAVATOR & OWNER to implement the Best Proposed Construction: B&B Ward Enterprises is proposing to construct Management Practices shown on this plan and obtain all necessary (9) residential units on an existing undeveloped site. Construction permits through Moab City and the Utah State Division of Environmental activity will consist of demolition of landscaping; clearing & grubbing; Quality. Once infrastructure construction is finished and buildings are utility installation; residential building construction, and concrete under construction, it is the responsibility of the BUILDING CONTRACTOR installation. Construction activity is estimated to take three —six months. to implement this plan. The erosion control plan during the construction period will be to utilize 2. Weekly inspections are required by the individual responsible for a silt fence erected along the west, east, and northern perimeter, and implementing this plan, or within 24 hours after heavy storms. An around proposed storm inlet boxes; to keep the potential risk for inspection report must be filled out for every visit and must be contamination and sediment buildup in the neighboring creek to a available for review by Moab City or the Utah State Division of minimum. Environmental Quality. Inspection Reports must include at a minimum: Existing Conditions: The existing property consists of an existing gravel pad with minimal landscaping. The property is bordered on the west by Date & time of inspection Kane Creek Blvd, and developed commercial property to the east. Current weather conditions (list recent storms) Residential property is located immediately north and south of the Name of person conducting the inspection property. Name of contractor(s) onsite Description of work currently in progress Sequence of Construction: The sequence of construction events affecting Best Management Practices in place soil stabilization will most likely be clearing & grubbing; excavation for Problems with silt runoff and erosion control utilities and other infrastructure installation; finish grading with curb & New measures required to treat runoff and minimize erosion gutter installation and concrete paving; residential building construction and final landscaping. 3. This plan must be considered as a start for treating runoff and implementing pollution prevention measures. It is the responsibility of Affected Area: The total area of the site to be disturbed by excavation, the individual responsible for implementing this plan to ensure DYNAMIC grading, etc. will be 0.86± acres. measures are implemented, as necessary to reduce pollutants and soil erosion. This may require Best Management Practices to be Current & Proposed Grades: The existing slope is to the east at around implemented which are not shown on this plan, and may be required by 6.7%. Existing storm water puddles onsite or drains to the north where Moab City or the State of Utah. runoff eventually enter's Kane Creek. Proposed grades will carry storm runoff to individual collection boxes, before following the 4 Gasoline, Diesel, and Hydraulic Fluids: Onsite storage of oil, pre —construction drainage route. Runoff during construction will pond gasoline, solvents and other materials harmful to the environment must onsite and flow to the east. In the event of flooding, runoff must pass be kept to a minimum. If these materials are brought onsite, storage through a silt fence and filter before leaving the property. locations must be in areas where storm runoff will not wash pollutants 01- into neighboring areas, storm drainage, drainage ditches, waterways, Construction Period BMP's: During the construction period, short term and/or wetlands. Refueling onsite must be kept to a minimum. All F erosion control and sediment control measures will consist of a silt gasoline, diesel fuel and/or hydraulic fluid shall be stored in approved fence, gravel socks and a gravel wash down area. containers, which meet NFPA and OSHA guidelines. When not in use, containers must be stored in compatible secondary containment. Fuel Long Term BMP's: Upon construction completion, storm water will be spill containment measures shall be kept within 25 feet of refueling controlled and released through a bubble —up box where silt and debris areas. Ensure all workers are trained in the proper handling of fuels, will settle out, prior to entering the local drainage way. clean—up of fuels, and procedures for containing a spill. Runoff Coefficients: The estimated runoff coefficient after construction 5. Chemicals: Measures must be taken to minimize and contain activities are completed is estimated to be 0.67. During construction hazardous material spills. Keep all chemicals in original containers when activities and prior to site stabilization the runoff coefficient is not in use. SDS sheets shall be kept onsite with the chemicals being estimated to be 0.40 — 0.60 for the affected undeveloped areas. used. Hazardous materials spill containment must be kept within 25 feet of chemical use areas. Chemicals used near environmentally Receiving Body of Water: Runoff is carried by pipe or open channel to sensitive areas, i.e. wetlands, shall be environmentally friendly and Kane Creek, approximately 0.4 miles north of the site. Eventually runoff bio—degradable products. Ensure all workers are trained in the proper enters the Colorado River located approximately 1.5 miles to the west. handling of fuels, clean—up of fuels, and procedures for containing a spill. Contact the Utah Division of Environmental Response and Remediation for spills beyond the ability and training of onsite personnel (801) 536 4123. 6. Lay —down Areas: Lay —down areas utilizing environmentally \ hazardous materials must be located at least 25 feet from storm \\ \ drains, drainage ditches, waterways, and/or wetlands. If this cannot be met, measures such as dikes and/or rubber drain covers should be \ installed to prevent spills from overflowing into environmental features. 1 \\\ 7. Porta—Johns: Portable lavatories must be stored onsite where I1 N heavy storms will not wash human waste or chemicals into neighboring areas, storm drain, drainage ditches, waterways, and/or wetlands. Lavatories must be situated on level ground and shall be emptied by Itrained personnel at frequent intervals. Workers shall regularly inspect IW E the area outside lavatories for leaks. Leaks shall be contained and the unit replaced immediately. \ 8. Concrete trucks must not wash trucks or dump leftover concrete 01 material onsite. 9. Contractor must water down existing soils as necessary to keep Sdust to a minimum. Disturbed earth piles shall be stabilized and/or covered with tarps when rain is expected. za o 10 GRAPHIC SCALE so p g 10. The contractor shall be responsible for cleaning construction vehicles leaving the site on a daily basis to prevent dust, silt and dirt from being released or tracked offsite. ( IN FEET ) 1 inch = 20 ft. 11. Adjacent street frontages shall be swept regularly to remove silt and other dirt, evident from construction activities. \ 12. The Storm Water Pollution Prevention Plan is to kept onsite at all times during the construction period, and must be available for review upon request by Moab City or the Utah State Division of Environmental Quality. 0 1/2 1 �_M"" DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 0 0 0 0 0 z W Q M y W O W Cj O N cn cn z M z M z o a .. m O J w z Z 0 ¢ O Q > W (Y W p W J J O (Y oo (ZLL_(Z a a o � E on�o0o 00 U '> ct Q Q C Q Q °z a W > L) �W r^ Z 0 E as O w O U � �WozF- O� o U �4 Z rTl W p Q U O Ow �� W� O as I� W SHEET NO. C107 OF 18 1 /22/2019 8:42:39 PM 6" CONCRETE PAVING SAWCUT JOINT DEPTH TO BE 1 /4 TOTAL PAVING THICKNESS. FILL WITH JOINT SEALER TO 1 /4 BELOW SURFACE 4" CRUSHED ROCK d A A NOTE: PAVEMENT CONTROL JOINTS TO OCCUR AT 10'-12' EACH WAY. SEE PAVEMENT PLAN FOR CONTROL JOINT LOCATIONS. STABILIZED SUBGRADE CONCRETE PAVEMENT CONTROL JOINT DETAIL NO SCALE 6" CONCRETE PAVING 4" CRUSHED ROCK a a ° a d ° a ° °' d d d° dd d d ° ° d4 1 /2" ASPHALTIC EXPANSION JOINT MATERIAL NOTE: PAVEMENT EXPANSION JOINTS FILL WITH JOINT SEALER TO OCCUR AT 20'-0" EACH TO 1 /4" BELOW SURFACE WAY. SEE PAVEMENT PLAN FOR EXPANSION JOINT LOCATIONS. STABILIZED SUBGRADE CONCRETE PAVEMENT EXPANSION JOINT DETAIL NO SCALE FINISH GRADE V d d 1 A d d G V d d d C a d< d o d a d d < ° d d o d d < d d V a d d A d •d O d d 6" THICK CONCRETE PAVEMENT— (UNREINFORCED PLAIN PAVEMENT) 12" MIN COMPACTED STRUCTURAL FILL PREPARED SUBGRADE OR SELECT FILL;::!) 3 CONCRETE PAVEMENT SECTION C108 NO SCALE 2" T 3'-0" #4 @ 24" 0. C. -/ PROVIDE 6" UNTREATED BASE COURSE BEDDING GRADE 1 OR 3/4 AS PER APWA SECTION 02060. INSTALL AND COMPACT AS PER APWA SECTION 02322. 4 36" WIDE WATERWAY DETAIL C108 NO SCALE r-� 4 #4 @ 10 0. C. G:FIG ►!, 30" KNOCKOUTS RING & GRATE HS20 RATED 3 1 /2" 18" DIA. TYP. d a PROVIDE & PLACE BACKFILL PER APWA SECTION 02321 ON ALL � w SIDES, COMPACT TO 95% MAXrF Q DRY DENSITY PER ASTM D1557. > 3'- 21'-4" L c a a INSTALL 6" UBC PER APWA SECTION 02060, PLACE PER SECTION 02321, COMPACT TO 95% MAX DRY DENSITY PER ASTM D1557 / 5 \ AMCOR 30"0 CIRCULAR CATCH BASIN C 10 8 NO SCALE NOTE: INLET BOX DETAILS SHOWN ON THESE PLANS WERE PROVIDED BY OLDCASTLE PRECAST (AMCOR) AS A COURTESY. CONTRACTOR MAY CHOOSE ANOTHER PRECAST MANUFACTURER. HOWEVER, ALL BOXES, GRATES OR LIDS MUST BE HS20 RATED AND INSTALLED AS PER APWA STANDARDS AND SPECIFICATIONS. THIS INCLUDES BACKFILL AND BEDDING OF THE CONCRETE BOXES, AND GROUTING ALL PIPE CONNECTIONS WATERTIGHT. TRAFFIC RATED FRAME & GRATE RISER CATCH BASIN 2'-0" PROVIDE & PLACE BACKFILL PER APWA W SECTION 02321 ON ALL Z A SIDES, COMPACT TO 95% MAX DRY DENSITY PER ASTM D1557. 2. U FINISH GRADE JLLLV I I ILL VI\ I I\LI /-ll\LV JV UVI\/-lVL 8 ASPHALT PAVEMENT SECTION C108 NO SCALE FLOW —� •(9 rAD INSTALL6" UBC PSECTION 02060, PLACE PER SECTION 02321, COMPACT TO 95% MAX DRY DENSITY PER ASTM D1557 6 STRUCT FINISH GRADE 4 ° 77 #4 @ 12" O.C. HORIZ PC UTZ #5 @ 9" O.C. VERT (CENTERED) OF ��� 30" HIGH X 8" WIDE, WASHED GRAVEL 6' MAX i SURROUNDED BY MIRAFI 140N (OR INSTALL PERMANENT SCREENED CAP, FL EQUAL) SOIL FILTER OR FLAP CHECK VALVE, 3" ABOVE ° 3"0 PERF SCH-40 DRAIN, FINISH GRADE (TYP) DRAIN THRU WALL @ 20' O.C. -A 51 0 �o i,,,�EDGE OF FOOTING I 10" THICK CONCRETE RETAINING WALL, 6" MIN CURB W/IBC COMPLIANT HANDRAIL I I A I I FINISH GRADE FINAL BACKFILL COMPACT TO 96% AASHTO TYPE MAX DRY DENSITY UNDISTURBED A-1 OR A-2 PER ASTM D1557 EARTH I cpo D o HDPE PIPE INITIAL BACKFILL, (ADS OR EQUAL) 6"-12" (150-300mm) "*N ABOVE TOP OF PIPE. 1400 HAUNCH ING, TO SPRINGLINE OF PIPE BEDDING MATERIAL g;CW STABILIZE BOTTOM WITH MATTED LINER SECTION A -A 8 INCH DIAMETER LOOSE RIPRAP PLACE 12 INCHES DEEP ALONG INFLOW OF STORM WATER OUTFALL STABILIZE BOTTOM - WITH MATTED LINER CONCENTRATE[ FLOW INLET - B EXISTING GRADE 177 r a #5 @ 12" O.C. LONG #4 @ 18" O.C. TRANS 17" TYP (TOP & BOTTOM) 30" MIN FROST 8'-2" DEPTH ° a d 1 d ° . 4. . 7.5 J ° d 'd � ° d MIN 93" HOOKED BAR EMBEDMENT 9$-6" 4" MIN COMPACTED-/ GRAVEL BASE NOTE: BACKFILL AND FOOTING BASE SHALL CONFORM TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 6' CONCRETE RETAINING WALL SECTION q SCALE: NTS — 4 I I 12"-48" BOULDER OR CMU—STACK RETAINING WALL (OWNER CHOICE) I 'I I I R 10' -J \ o I z 9'-6 6' CONCRETE RETAINING WALL PLAN 6 SCALE: 1" = 5' C 1 0 0 12" MIN (VARIES) 48" MIN — FINISH GRADE MAX NOTE: BACKFILL SHALL CONFORM TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS EXISTING GRADE BOTTOM BOULDER KEYED 12" MIN PLACE MIRAFI 140N OR EQUAL FILTER FABRIC IMMEDIATELY BEHIND WALL. 4' CONCRETE RETAINING WALL SECTION g SCALE: NTS — SECTION B-B 9 MATTED ROCK SWALE DETAIL C108 NO SCALE #4 EPDXY COATED REBAR (30") AT ALL CORNERS OF JOINTS THAT DO NOT INTERSECT A JOINT CONSTRUCTION JOINT ALL AROUND ISOLATION JOINT 0 o�o�o�o�o 000000 000000 000000 000000 000000 00000 00000 KEY MATTING TOP ❑ BOT UTFALL i FOUNDATION MIN. TRENCH WIDTH N OTES: 1. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH OF 12" AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY —FLOW APPLICATIONS," LATEST EDITION. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. 2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 4"-24" AND 42"-48" CORRUGATED POLYETHYLENE PIPE (CPEP); 6" FOR 30"-36" CPEP. 3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 4. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM TRENCH WIDTHS SHALL BE AS FOLLOWS: NOMINAL 0 MIN. RECOMMENDED in TRENCH WIDTH, in 8 24 15 40 18 42 24 48 5. MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SUMMARIZED IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE. SURFACE LIVE MINIMUM RECOMMENDED LOADING CONDITION COVER, in (mm) H25 (FLEXIBLE PAVEMENT) 12 (300) H25 (RIGID PAVEMENT) 12 (300) E80 RAILWAY 24 (610) HEAVY CONSTRUCTION 48 (1220) rlo, CORRUGATED HDPE PIPE TRENCH DETAIL C1 0 8 NO SCALE CONTRACTION JOINTS CURB JOINTS TO LINE UP WITH PAVEMENT SPACED 10'-12' MAX JOINTS IF POSSIBLE CONSTRUCTION--, JOINT, THICKENED EDGE, MATCH CURB THICKNESS FOR FIVE FEET r—ISOLATION JOINT CONTRACTION JOINT 0 o�o�o�o�o 000000 000000 000000 000000 000000 00000 00000 MOVE JOINT TO CENTER OF MANHOLE RING IF POSSIBLE 0 o�o�o�o�o 000000 000000 000000 000000 000000 00000 00000 6" (TYP.) CONCRETE PAVEMENT JOINT LOCATIONS — PLAN VIEW NO SCALE ISOLATION JOINT 0 1/2 1 DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 0 0 C 0 0 0 0 z w Q m y w w o (n (n N U N w 0 m m z �Q co m Y w 0 m � LLi z Z z � 0 ¢ z U w Q ~0 cn w > ch w w J J O ch 0 0 ch d L.L d a o a � o tb 77., O � on�0oo 00 ¢ U v 00 y O �It" z u ct ° �vsww 3� Q � a ¢ a 0 z a rx � W �o v uw N M oo � �O N Q �>z M-� r 7­9U O v' Lij -1- ll P. � 0 M~—I W a Q U o V ^ U W r4 a a SHEET NO. C108 OF 18 1 /22/2019 8:42:11 PM NEENAH SERIES R5901 (OR EQUAL) PEDESTRIAN SAFE INLET GRATE TEE ORR- I DRE CLASS I OR CLASS II SOIL ri_'�IN-LINE LANDSCAPE DRAIN DETAIL C 109 NO SCALE 9�6 INCH DIA HOLE (TO REMAIN ABOVE GROUND FOR REMOVAL) G TAL SIGN WEDGE 11 GA GALVANIZED STEEL ASTM A 526 G-90 P2 i I NOTE: INSTALL WEDGE ON APPROACHING TRAFFIC SIDE OF POST NEENAH SERIES R5901 (OR EQUAL) PEDESTRIAN SAFE INLET GRATE Q ih TRAFFIC )CKET / U/-\\�f\I ILL IVIPi I L_m/-\L CLASS I OR CLASS II SOIL 2 END -PIPE LANDSCAPE DRAIN DETAIL C 109 NO SCALE 2 y8„ N TUBULAR SOCKET 12 GA GALVANIZED STEEL ASTM A ❑8 ❑ 12" MIN CONCRETE CLASS B(AE) OR BETTER N CONCRETE FOUNDATION SMALL SIGN TUBULAR STEEL POST BASE (131 (SOCKET SYSTEM, SINGLE POST APPLICATION ONLY) SEE NOTE 2 01 M FORD ORR-HDPE 1 DRAIN PIPE "Z" BAR DETAIL EQUAL SPACING EQUAL SPACING BETWEEN HOLES 9" MAX BETWEEN HOLES 9" MAX 0 0 0 0 CENTER OF "Z" BAR "Z" BAR DETAIL 2 "Z" BAR END VIEW "Z" BAR ASTM B 221-6061 T6 POST SELECTION GUIDE ❑ SIGN WIDTH (FT.) 1 2 2.5 3 .-. 1 P1 P1 P1 P1 LL 2 P1 P1 P1 P1 2 C� 2.5 P1 P1 P1 P1 w = 3 P1 P1 P1 P2 Z 4 P1 P1 P2 P2 :]POST SELECTION GUIDE ASSUMES A ❑ FT MOUNTING HEIGHT FROM BOTTOM OF SIGN. INCREASE POST ONE SIZE FOR ADDITIONAL FOOT OF MOUNTING HEIGHT. MAXIMUM MOUNTING HEIGHT 8 FT. ANOTHER SIGN BASE OPTION IS REQUIRED IF MOUNTING HEIGHT REQUIREMENTS ARE GREATER. POST SIZE DETERMINED BY BASE MANUFACTURER'S WIND LOADING REQUIREMENTS. POST DETAIL CHART (SINGLE POST ONLY) POST OUTSIDE WALL MATERIAL AND COATING TYPE DIAMETER THICKNESS REQUIREMENTS P1 2 % INCH 0.080 INCH (14 GAUGE) ASTM A 513 GALVANIZED TO MEET AASHTO M 232 P2 2 % INCH (13 GAUGE) GALVANIZED TO MEET AASHTO M 232 TDO NOT USE "T" OR "U" BRACKET ON P1 OR P2 POSTS. POST NOTES: POSTS PRE -PUNCHED WITH % INCH HOLES, MOUNT SIGN DIRECTLY TO POST OR USE AN APPROVED MOUNTING CLAMP. SPACING OF HOLES FROM TOP IN INCHES ARE AS FOLLOWS: 1, 3, 10, 16, 21, 23, 24, 2 ❑, 33, 3 ❑, 39, AND 45 NOTES: 1. USE SOCKET SYSTEM IN ALL SOIL TYPES WHEN A CONCRETE BASE IS DESIRED OR PLACED IN CONJUCTION WITH AN ISLAND OR SIDEWALK. 2. CONCRETE FOUNDATION REQUIRED IN ALL INSTALLATIONS. 3. REFER TO STD DWG SN C FOR MOUNTING HEIGHT AND OFFSET REQUIREMENTS. 4. REFER TO STD DWG SN 13A FOR SIGN MOUNTING REQUIREMENTS. 5. DO NOT EXCEED MAXIMUM SQUARE FOOTAGE OF POST WHEN INSTALLING A SUPPLEMENTAL SIGN BY MORE THAN 25 PERCENT. (EX: POST P2 MAX. SIGN SIZE 3 FT W x 4 FT H 112 SQ FT 1125 PERCENT❑15 SQ.FT.0 (3 FT W x 4 FT H)❑ (1 FT W x 3 FT H ) 15 FT), 6. USE OF YELLOW POSTS FOR LEFT SIDE (MEDIAN) INSTALLATION OR FOR LOCATIONS WITH A HIGH PROBABILITY OF BEING IMPACTED IS PERMITTED WHEN APPROVED BY REGION TRAFFIC ENGINEER. IN 13/32 INCH SIGN MOUNTING CLAMP ATTACHMENT HOLE CENTERED ON "Z" BAR 13/32 INCH "U" BOLT HOLES SPACING DETERMINED BY BOLT TYPE W A E B DIMENSIONS FOR MOUNTING CLAMPS POST TYPE A B C D E F H I L R1 R2 P1 - P2 3 2 3�4 1 Y2 1 Y8 Y2 3l 6 1 21 Y16 1 /32 1 Y4 1 3l 6 P3 - P4 - P5 4 % 3 % 2 1 Y4 Y2 Y4 1 3 �/l 6 1 15�32 1 Y2 1 %16 RECTANGULAR SIGNS (MULTI "Z") "Z" BAR POST AND BRACKET W H A B C D E LENGTH RECOMMENDATION 36" NOT SIGN WIDTH MINUS 6 INCH W" 36 INCH 1 POST „W„ TO 24" _1y2" 4Y2" REQUIRED CENTERED ON 136 INCH 1 POST WITH "T" "U" 60" PANEL OR RECOMMENDED 36"Y � 4y2" NOT SIGN WIDTH MINUS 6 INCH ,,W. :1 36 INCH 1 POST W" ❑36 INCH 1 POST WITH TO TO 36�� 2" REQUIRED CENTERED ON "T" "U" 60" PANEL OR RECOMMENDED SIGN WIDTH "W" ❑ 36 INCH 1 POST 36" 4811 4 �2" MINUS 6 INCH "W" ❑ 36 ❑ 60 INCH C 1 POST WITH "T" "U" TO ❑Y2" 22 �2" CENTERED ON OR RECOMMENDED 120" PANEL "W" ❑ 60 INCH 2 POST REQUIRED SIGN WIDTH "W" ❑ 36 INCH 1 POST 36„ 60" ❑Y2,. 4 y2„ MINUS 6 INCH "W" ❑ 36 1160 INCH C 1 POST WITH TO CENTERED ON "T" OR "U" RECOMMENDED 120" 28y2" PANEL "W" 160 INCH 2 POST REQUIRED 36" SIGN WIDTH "W" ❑ 36 INCH 1 POST �11 ❑2" 4 y2" MINUS 6" "W" ❑ 36 1160 INCH C 1 POST WITH TO 25 Y2" 22 y2" CENTERED ON "T" OR "U" RECOMMENDED 120" PANEL "W" 1160 INCH 2 POST REQUIRED 36" SIGN WIDTH "W" ❑ 36 INCH 1 POST TO 84" �2" 4�2" 31 y2" 28 y2" MINUS 6" "W" ❑ 36 1160 INCH C 1 POST WITH "T" "U" 120" CENTERED ON OR RECOMMENDED "W" PANEL 1160 INCH 2 POST REQUIRED DIMENSIONS FOR STEEL CLAMP POST TYPE SIZE J K L M N GA P 1- P2 2 Y44 31 6 3 31 6 4 Y4 2 /8 1 /8 12 P3 - P4 - P5 3 Y4 41316 31 Y16 4 Y2 3 3�8 2 Y8 12 MUTCD R1-5::L 36X48, YIELD HERE FOR PEDESTRIANS SIGN HERE � T 0 PEDESTRIANS NOTE: MOUNT SIGN PER UDOT SPECIFICATIONS AND STANDARDS. REQUIRES Z-BAR SUPPORTS. YIELD FOR PEDESTRIANS SIGN 5 N C109 NTS SMALL SIGN MOUNTING DETAILS NTS MUTCD W11-2 30X30, CROSSWALK SIGN MUTCD W16-911 12X24, AHEAD SIGN D CROSSWALK AHEAD SIGN 6 N C109 NTS 0 1/2 1 DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 0 0 0 0 0 z w Q m y w w -O Cn Cn O Lo N z m z m _ w z O co Q m Ld Y O m _j w z Z z � Q z O w Q ~O to w > (Y- w w J J O (if 0 o m m m a a� �6oc z_ W� �.. 00 00 V Q 00 u �vsww 3� Q z z � a ¢ > Q z a � z uw N M N oc W d � H � W Q �>z W O ►--� � � w w w O �T� I —I � O W Q U o r4 a a SHEET NO. C109 OF 18 1/22/2019 8:41:59 PM POST SFF NOTE 2Nc �EXVATED ND / BACKFILL ENCH / 0A FLp� GEOTEXTILE FABRIC EXISTING GROUND SILT FENCE ISOMETRIC VIEW GEOTEXTILE FABRIC SEE NOTE 4 SUPPORT POSTS SEE NOTE 2 FOR LENGTH TIGHTLY ABUT ROLL ENDS 2 INCH SQUARE WOOD STAKE 3 FT MIN LENGTH TYP �1 II I I � I ®® DROP INLET STRUCTURE (® FIBER ROLL DROP INLET BARRIER PLAN FLOW DIRECTION - 2 INCH SQUARE WOOD STAKE 3 FT MIN LENGTH. EXCAVATED AND INSTALL 2 STAKES IN AN "X" PATTERN 12 INCHES BACKFILLED TRENCH FROM THE THE ENDS OF THE ROLL AND AT A MAXIMUM SPACING OF 5 FT ALONG THE LENGTH OF THE ROLL. EXISTING GROUND n /7 18 INCH MIN DIAMETER n /� KEY -IN ROLES FIBER ROLE 2 INCH DEEP III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I III=1 I =1 I I=1 I I=1 I I=1 I I=1 11= -FLOW I -III- II. T I- I -II -1IIIII-III- I I -I _III-I=1 II- 4" 2' MINIMUM SILT FENCE TYPICAL SECTION NOTES: 1. THE GEOTEXTILE FABRIC SHALL BE PLACED IN THE EXCAVATED TRENCH, BACKFILLED, AND COMPACTED TO THE EXISTING GROUND SURFACE. 2. WOODEN SUPPORT POSTS SHALL BE A MINIMUM DIMENSION OF 1-1/8" x 1-1/8" AIR OR KILN DRIED OF HICKORY OR OAK AND 4 FEET LONG. STEEL POSTS SHALL BE STUDDED "TEE" OR "U" TYPE WITH A MINIMUM WEIGHT OF 1.3 POUNDS PER LINEAL FOOT AND 5 FEET LONG. POST SPACING SHALL BE A MAXIMUM OF 8 FEET FOR WOVEN FABRIC AND 3 FEET FOR NON -WOVEN FABRIC. 3. THE GEOTEXTILE FABRIC SHALL BE ATTACHED DIRECTLY TO THE UPSLOPE SIDE OF WOODEN POSTS WITH 0.5 INCH STAPLES IN AT LEAST 3 PLACES, OR WITH WOODEN LATH AND NAILS. ATTACHMENT TO STEEL POSTS WILL BE BY WIRE FASTENERS OR 50 POUND PLASTIC TIE STRAPS ON THE UPSLOPE SIDE. 4. THE GEOTEXTILE FABRIC SHALL CONSIST OF EITHER WOVEN OR NON -WOVEN POLYESTER, POLYPROPYLENE, STABILIZED NYLON, POLYETHYLENE, OR POLYVINYLIDENE CHLORIDE. NON -WOVEN FABRIC MAY BE NEEDLE PUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS THEREOF. ALL FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS: TEST REQUIREMENT METHOD VALUE MINIMUM GRAB TENSILE STRENGTH ASTM D 4632 120 LBS. IN THE MACHINE DIRECTION MINIMUM GRAB TENSILE STRENGTH ASTM D 4632 100 LBS. IN THE CROSS MACHINE DIRECTION MAXIMUM APPARENT OPENING SIZE ASTM D 4751 NO. 30 EQUIVALENT STANDARD SIEVE -1 MINIMUM PERMITTIVITY ASTM D 4491 0.05 SEC -1 MAXIMUM PERMITTIVITY ASTM D 4491 0.135 SEC OR 10 gpm/sq ft at 50 mm constant head. MINIMUM ULTRAVIOLET STABILITY ASTM D 4355 70% PERCENTAGE OF STRENGTH RETAINED AFTER 500 HOURS OF EXPOSURE * ALL NUMERICAL VALUES REPRESENT MINIMUM/MAXIMUM AVERAGE ROLL VALUES. (FOR EXAMPLE, THE AVERAGE OF MINIMUM TEST RESULTS ON ANY ROLL IN A LOT SHOULD MEET OR EXCEED THE MINIMUM SPECIFIED VALUES.) ri_,� SILT FENCE DETAIL C110 NO SCALE NON -IRRIGATED SEED MIX COMMON NAME LB/LIVE SEED/ACRE SLENDER WHEATGRASS 3.00 INDIAN RICEGRASS-NEZPAR 3.00 BLUEBUNCH WHEATGRASS 3.00 SANDBERG BLUEGRASS 0.50 GLOBEMALLOW- GOOSEBERRY LEAF 0.50 FOURWING SALTBRUSH 1.00 ANTELOPE BITIERBRUSH 1.00 MOUNTAIN BIG SAGE 1.00 TOTAL 13.00 LB/ACRE LONG TERM EROSION CONTROL SEED MIX NO SCALE ;nil NOTES: 1. KEY -IN FIBER ROLLS 2 INCH DEEP AROUND THE PERIMETER OF THE DROP INLET STRUCTURE AND STAKE AS SHOWN. 2. OVERLAP THE ENDS OF THE FIBER ROLL AT LEAST 18 INCHES. 3. CONSTRUCT ROLLS IN MEDIAN AREAS SO THAT THE TOPS OF THE ROLLS ARE NOT HIGHER THAN THE ADJACENT ROADWAY. 4. MAINTAIN A PROPERLY FUNCTIONING FIBER LOG BARRIER THROUGHOUT CONSTRUCTION OR UNTIL DISTURBED AREAS CONTRIBUTING TO THE INLET HAVE BEEN PAVED OR VEGETATED. 5. REMOVE SEDIMENT AS IT ACCUMULATES AND PLACE IT IN A STABLE AREA APPROVED BY THE CITY, OR REMOVE FROM PROJECT. 2" SQUARE BY 4' MINIMUM WOOD POST WOODEN SUPPORT FRAME MADE OF 2" X 4" (NOMINAL) STUDS DROP INLET STRUCTURE SILT FENCE DROP INLET BARRIER PLAN IIIIIIII DNIIII NOTES: 1. ENTRENCH THE BOTTOM 18 INCH OF SILT FENCE SECURELY IN THE GROUND AROUND THE PERIMETER OF THE DROP INLET. 2. DRIVE POSTS AT EACH CORNER OF THE INLET STRUCTURE. PLACE ANOTHER POST(S) BETWEEN THEM IF THE DISTANCE BETWEEN CORNER POSTS EXCEEDS 4 FT. 3. CROSS -BRACE THE TOPS OF ALL POSTS WITH A WOODEN FRAME MADE OF 2 x 4 STUDS. USE NAILS OR SCREWS FOR FASTENING. 4. CONSTRUCT SILT FENCE IN MEDIAN AREAS SO THAT THE TOPS OF THE SILT FENCE ARE NOT HIGHER THAN THE ADJACENT ROADWAY. 5. MAINTAIN A PROPERLY FUNCTIONING SILT FENCE BARRIER THROUGHOUT CONSTRUCTION OR UNTIL DISTURBED AREAS CONTRIBUTING TO THE INLET HAVE BEEN PAVED OR VEGETATED. 6. REMOVE SEDIMENT AS IT ACCUMULATES AND PLACE IT IN A STABLE AREA APPROVED BY THE CITY, OR REMOVE FROM PROJECT. INLET PROTECTION DETAILS 3 S C110 NITS 8 INCH MINIMUM THICKNESS 15 STABILIZED CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCED - DETAIL NO SCALE NOTES FOR STABLILIZED CONSTRUCTION ENTRANCE: 1. PLACE STABILIZED CONSTRUCTION ENTRANCES AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 2. MAINTAIN A PROPERLY FUNCTIONING CONSTRUCTION ENTRANCE THROUGHOUT CONSTRUCTION OR UNTIL DISTURBED AREAS HAVE BEEN PAVED. 3. DO NOT ALLOW VEHICLES LEAVING THE CONSTRUCTION SITE TO TRACK MUD ONTO PAVED ROADS. SAND BAG ?-FOOT LONG BY 9-INCH IAMETER FIBER ROLL SECTION B-B 12 FT LONG BY 9 INCH DIAMETER FIBER ROLL 25 LB SAND BAG (3) PER FIBER ROLL GUTTER DROP INLET GUTTER INLET BARRIER PLAN NOTES FOR GUTTER INLET BARRIER: 1. PLACE FIBER ROLL AND SAND BAGS AS SHOWN AROUND GUTTER INLETS AND AVOID PLACING THE BARRIER IN THE TRAVEL LANE. 2. USE GUTTER INLET BARRIERS ONLY WHERE THERE IS THE POTENTIAL OF SEDIMENT FROM NON -STABILIZED AREAS GETTING INTO THE INLET. 3. MAINTAIN A PROPERLY FUNCTIONING GUTTER INLET BARRIER THROUGHOUT CONSTRUCTION OR UNTIL DISTURBED AREAS CONTRIBUTING TO THE INLET HAVE BEEN PAVED OR VEGETATED. 4. REMOVE SEDIMENT AS IT ACCUMULATES AND PLACE IT IN A STABLE AREA APPROVED BY THE CITY, OR REMOVE FROM PROJECT. 5 GUTTER INLET PROTECTION DETAIL �10 NITS A� SILT FK n SIGN 15' SILT SILT SILT � SIL SILT 4" THICK 3/4" MINUS JIL I I LIVI�L 6 CONCRETE WASHOUT DETAIL C110 NO SCALE 2'X3' PLYWOOD SIGN PAINTED WHITE W/4" CONCRETE HIGH BLACK STENCILED WASHOUT LETTERING AREA SILT FENCE __Al 24" 8" HIGH BERM-, L--4" THICK 3/4" MINUS WASHED GRAVEL LEXISTING GRADE rA SECTION A -A NO SCALE NOTES: DO NOT WASH OUT CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS OR STREAMS WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES, AVOID CREATING RUNOFF, ONLY WASH CONCRETE EQUIPMENT IN DESIGNATED AREAS. INSPECT AND MAINTAIN CONCRETE WASHOUT AREA WEEKLY AND REMOVE HARDENED CONCRETE ON A REGULAR BASIS. ENTRANCE ON UPHILL SIDE „Ba Lo GRAVEL SURFACE TEMPORARY SANITARY FACILITY „B„ STAKE/TIEDOWN TO PREVENT TIPPING DURING HIGH WINDS �- PROVIDE COMPACTED 7 TEMPORARY SANITARY FACILITY DETAIL CONTAINMENT �10 NO SCALE BERM ON THREE SIDES ENTRANCE ON UPHILL SIDE 4" THICK GRAVEL B SECTION A -A NO SCALE NOTES: STAKE/TIEDOWN TO PREVENT TIPPING DURING HIGH WINDS r CONTAINMENT BERM MAX. 3:1 SLOPE TYP. PORTABLE TOILETS MUST BE MAINTAINED IN GOOD WORKING ORDER WITH DAILY OBSERVATION FOR LEAK DETECTION REGULAR WASTE COLLECTION MUST BE ARRANGED WITH LICENSED SERVICE. ALL WASTE COLLECTION MUST BE DEPOSITED IN A SANITARY SEWER SYSTEM FOR TREATMENT WITH APPROPRIATE AGENCY APPROVAL 0 1/2 1 �_M"" DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 0 0 c 0 v 0 0 z w V) Q m Y w w o� (n (n N U LO N Y Y ^II w O m m Z co Q m Y w O m0 J LII < Z Z LLJ Z Q Z U w Q ~p cn w > U' w w J J O U' 0 0 Ch a- d o a o on 0 � o a� o '4 oo -� d U 4-1 OC b = OU �uoP. 3� Q z z d a d L °z a _ w -� U 'z uw N M � V 1 V1 0C �' = M W un �O a! Q �>z U SIN 0 H W Q o WUw� r4 In, a SHEET NO. C110 OF II 18 1 /22/2019 8:41:43 PM CONCRETE MIX TABLE MIN CEMENT o STRUCTURAL CONCRETE TESTING CONCRETE COVER REINFORCING MATERIAL TABLE MAX W/C MATERIAL 0 ITEM FREQUENCY STANDARD CRITERIA CASE COVER (IN) REINFORCING ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS 28 DAY RATIO, (#/CY), MAX TOTAL AIR REINFORCING STEEL, BOLTS, AND COLUMNS GIRDERS AND BEAMS 11/2 TYPICAL REINFORCING A706 60 80 ** CONCRETE STRENGTH, CONCRETE INCLUDING INCLUDING AGGREGATE SLUMP CONTENT(%) +/- CEMENT REQUIRED OTHER EMBEDMENTS CONCRETE PLACED AGAINST EARTH 3 WELDED & FIELD BENT A706 60 80 - MIXTYPE INTENDED USE f'c (KSI) WEIGHT FLY ASH FLY ASH SIZE (IN) LIMITS (IN) 1 1/2% TYPE ADMIXTURES REQUIREMENTS WELDING - - PER STRUCTURAL TESTING CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2 WELDED WIRE, SMOOTH A185 65 75 - 1 FOOTINGS 4 NWC 0.45 470 1 4 - II/V - FLY ASH READ CONCRETE SLABS OR WALLS NOT EXPOSED TO EARTH OR WEATHER 1 WELDED WIRE, DEFORMED A497 70 80 1 2 GRADE BEAMS, PILASTERS 4 NWC 0.45 517 1 4 6 II/V AIR ENTRAINING FLYASH REQD COMPOSITE SAMPLE 100 CY/MIX/DAY ASTM C172 OBTAIN AT POINT OF PLACEMENT. FOR ** OR SEISMICALLY QUALIFIED ASTM A615 REBAR PER ACI 318-05 SECTION 3 ALL CONCRETE EXPOSED TO 5 NWC 0.4 564 1 4 6 II/V AIR FLY ASH REQD 1. fc <_ 5000 PSI DRILLED PIERS OBTAIN NEAR BEGINNING OF WEATHER, OR DEICERS (SLABS ENTRAINING, LOAD PRIOR TO PLACEMENT IN SHAFT. AND WALLS) WATER ADJUST FREQUENCYAS REQUIRED TO REDUCING .0o PROVIDE MINIMUM 5TOTAL TESTS PER MIX 4 INTERIOR SLABS ON GRADE 4 NWC 0.45 517 1 4 NOT PERMITTED II/V - FLY ASH REQD 0 BUT NOT MORE THAN ONE SAMPLE PER DETAILING DIM. DETAILING DIM. j 4" MIN ��� 5 ALL CONCRETE OTHERWISE NOT 4 NWC 0.45 517 1 4 6 II/V AIR ENTRAINING FLY ASH REQD o TRUCK LOAD. D d d D ABEAM z a D SPECIFIED 2. f'c > 5000 PSI 50 CY/MIX/DAY 3. DRILLED PIERS EACH SHAFT SLUMP/SLUMP FLOW EACHCOMPOSITE ASTM C143 (SLUMP) OR PERFORM ADDITIONAL TEST WHEN THE z D 1ST POUR 2ND POUR TENSION LAP SPLICE J� ,_y -,�, 'c,- -SAMPLE ASTM C1611(SLUMP FLOW) CONCRETE COLOR APPEARS TO CHANGE N 1 1 /2" 3" 3" VERT WALL REINF 00 4d jd] c0 d AIR CONTENT WHEN AIR EACH COMPOSITE ASTM C231 PRESSURE - 2 1 /2" MIN EQ ENTRAINMENT IS SPECIFIED AND SAMPLEAND60 METHOD (NWC) OR ASTM STANDARD STANDARD BEAM & LIGHTWEIGHT CONCRETE MINUTE C173VOLUMETRIC 900 HOOK 180%D HOOK JOIST STIRRUP EQ z INTERVALS METHOD (LWC) TEMPERATURE - ASTMC1064 REQUIRED WHEN AIR TEMPERATURE IS40°F SPANDREL & BEAM AND BELOW OR80°FAND ABOVE. SUPPLEMENTARY TIE CONT LEY, TYP EQ T COLD WEATHER CURING EACH COMPOSITE ASTM C1074 RECORD MAXIMUM AND MINIMUM D 6 y cw SAMPLE CONCRETE TEMPERATURE DURING CURING EQ HORIZ WALL REINF ROUGHENED JOINT m PERIOD, WHEN DAILY AVERAGE AIR D = 4d FOR #3 THRU #5 BARS (STIRRUPS) y D = 6d FOR #3 THRU #8 BARS Ld TEMPERATURE OF 40 °F OR BELOW IS EQ o w d D = 8d FOR #9 THRU #11 BARS N Lo EXPECTED FOR 3 SUCCESIVE DAYS DURING D= 10d FOR #12 THRU # 18 BARS T> 16 TYP WALL VERTICAL C 0 N S T JOINT m m N CURING PERIOD. m m z co COMPRESSIVE STRENGTH - ASTMC31 TEST ONE CYLI N DER SPECI MEN AT 7 DAYS TIES AND STIRRUPS ONLY SCALE: NTS C111 m w Y o AND TWO CYLINDER SPECIMENS AT28DAYS. # 3 D = 0'-1 1/2" 1ST POUR 2ND POUR m o Q �i z IF DESIGN STRENGTH IS NOT ACHIEVED AT 28 # 4 D = 0 -2 I� 1 1 /2 m w Q DAYS, TEST REMAINING CYLINDER AT 56 DAYS. COLUMN BC # 5 D = 0 -2 1 /2 I w zLd SPANDREL TIE TENSION LAP SPLICE w w o EQ f ACCEPTEANCE CRITERIA PER ACI 318-05 EDGES MAY BE - ANGLED AT CONTR'S OPTION EQ T MATCH SIZE AND U o >, MEASURE CONCRETE FLOOR - ASTM E1155 PERFORM MEASUREMENTS WITHIN 48 HOURS a BAR BENDING DETAILS 2 NUMBER OF FTG a z FLATNESS (FF) AND FLOOR OF FINISHING OPERATIONS AND PRIOR TO LEVELNESS (FL) REMOVAL OF SHOES OR FORMS. MEASURE SCALE: NTS C111 EQ BOT BARS TENSION TENSION AREAS INDICATED IN THE SPECIFICATIONS. EMBEDMENT EMBEDMENT LENGTH / - LENGTH �q '4 T 16 w o c� a� Z OPEN CIRCLE INDICATES VERTICAL REINF S cq oc u Q STRUCTURAL CONCRETE TESTING NOTES: TENSION •> -cp .� d LAP NOTES ^� 1. NONDESTRUCTIVE TESTING MAYBE PERMITTED BY THE ARCHITECT/ENGINEER/OWNER, BUT WILL NOT BE USED AS SOLE BASIS STD HOOK TYP SPLICE 1. CLEAN SURFACE AND REMOVE LAITANCE I I 00 ^ o FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE. -IIIIIIIIIIIIIII-III III -III IIIIIIIII-III 2. WET SURFACE AND REMOVE STANDING WATER PRIOR TO PLACING CONCRETE 2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE o o O v PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER AND - . • d a t 3 MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, - o 0 0 0 0 0 o TYP KEYED C O N S T J T GEOMETRY r4 UNIT WEIGHT, AND AS REQUIRED BY ASTM C39. C111 z STD HOOK o 0 0 0 SCALE: NTS 0 0 0 �J > � a TYP SEE TYP KEYED Q z 0 o HORIZ o NOTE 2 60'-0" MAX CONST JOINT DETAIL ¢ w TENSION CLOSED CIRCLE INDICATES w STRUCTURAL CONCRETE SPECIAL INSPECTIONS - REINF LAP ADDITIONAL VERTICAL BARS. ITEM FREQUENCY STANDARD CRITERIA - o o SPLICE o SIZE TO MATCH VERT REINF TYP STRIP FOOTING C O N S T JOINT 8 w REINFORCING STEEL - SCALE: NTS C111 DURING PLACEMENT P ACI 318-053.5, 7.1-7.7 VERIFYGRADE, FINISH, SIZE, BAR QUANTITY, _ CROSS WALL (2) #4 BARS TO MATCH I.F. �Or�SSlp PRIOR TO PLACEMENT OF 100% LOCATION, SPACING, COVER, HOOK - o 0 o AND O.F. WHERE INTERSECTING CONCRETE LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (INCHES) CONCRETE LENGTHS, SPLICE LENGTHS, SPLICE BAR SIZE AND WALL CONTAINS (2) MATS sad' B SPACING TO MATCH F'c= 4,000 PSI F'y= 60,000 PSI WELDING C AWS D1.4 VERIFYASTMA706 REINFORCING STEEL HORIZ REINF o 60'-0" COMPRESSION TENSION .4 COATED REINFORCING P ACI 301-053.2.1.2 ..o 0 0 FIELD BENDING P ACI 301-053.- MAX BAR SIZE EMBEDMENT SPLICE HOOK TENSION TOP TENSION OTHER SPLICETOP SPLICE OTHER - • 12 6 18 15 25 19 �E �[ �� MECHANICAL CONNECTIONS C ICC-ES REPORT - #3 #4 8 8 15 7 25 19 33 25 BOLTS AND EMBEDMENTS NOTE 2 #5 12 19 9 31 24 41 31 PRIOR TO PLACEMENT OF 100% - VERIFYTYPE, FINISH, DIAMETER, LENGTH, #6 15 23 10 37 29 49 37 CONCRETE QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES, VERIFY USE OF TYP STEM WALL CORNER R E N F 3 #7 17 27 12 54 42 71 54 PLACING TEMPLATE WHERE SPECIFIED. SCALE: NTS �11 #8 19 30 14 62 48 81 62 #9 22 34 15 69 54 91 70 WELDING - - INSPECT PER THE STRUCTURAL STEEL TABLE CONCRETE #10 24 38 17 77 60 101 78 MIX DESIGN EACH TRUCK - VERIFY USE OF APPROVED DESIGN MIX FOR #11 27 1 42 19 1 85 1 66 111 1 85 n/ N EACH TRUCK LOAD FORMWORK PRIOR TO P ACI 318-05 6.1.1 INSPECT FIRST POUR OF EACH TYPE (GRADE TENSION LAP SPLICE NOTES GENERAL NOTES: o 1. SUBMIT LOCATIONS OF CONTROL JTS FOR REVIEW PRIOR TO CONSTRUCTION �T� PLACEMENT OF CONCRETE BEAM, COLUMN, STRUCTURAL SLAB, SLAB -ON OR CONT THRU FTG 2. LOCATE CONST JTS AT LEAST 5'-0" FROM PILASTERS AND CORNERS AT 1. TOP BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 IN. OF FRESH CONCRETE IS CAST I�-� DECK, ETC.) GR BEAMS, JT SHALL BE IN MIDDLE THIRD OF SPAN BELOW THE BAR l w PLACEMENT OF CONCRETE C ACI 318-05 5.9-5.10 - 2. ALL BARS THAT ARE NOT "TOP" BARS ARE "OTHER" BARS CURING P ACI 318-055.11-5.13 - 3. UNLESS NOTED OTHERWISE, ALL HOOK BARS SHALL EXTENDTO THE FAR FACE (LESS 2" COVER) SHORE/FORM REMOVAL P ACI 318-056.2 FOR BEAMS AND STRUCTURALSLABS STD HK TYP STEM WALL G R B M POUR LENGTH LIMITS 5 Q LAP SPLICE NOTES: PRECAST CONCRETE ERECTION P - VERIFY CONFORMANCE TO THE SCALE: NTS CONTRACTOR'S ERECTION PLAN C111 1. ALL SPLICES SHALL BE WIRED IN CONTACT AND STACKED VERTICALLY 2. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENTSIZED BARS H TENSION LAP SPLICE TENSION LAP SPLICE, 3. LAP LENGTH SPECIFICALL DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULED O W W OR CONT AT CONST JTS ALL BAR SPLICES h--1 p LESSER OF: 4. BUNDLED BAR SPLICES: U 1. HOOK DEVELOPMENT LENGTH w x 2. MAX AVAILABLE LESS 2" PLAN A T FOOTING INTERSECTIONS A. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL BE STAGGERED TRENCH TRENCH B. INCREASE LAP LENGTH 20% FOR ATHREE BAR BUNDLE SEE NOTE 1 EXCAVATION C. INCREASE LAP LENGTH 33% FOR A FOUR BAR BUNDLE GRADE EXCAVATION TOP REINF IF T/FTG, SEE PLAN H NOTED IN DETAIL 2" CLR ADJUSTMENTTO GIVEN LAP LENGTHS: 12" 1. IF REINFORCING IS SPECIFIED AS EPDXY COATED, INCREASE SCHEDULED LAP LENGTHS BY50% LONGITUDINAL . • • • 2. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP LENGTHS BY30% REINF 3. SCHEDULED LAP LENGTHS ASSUME: n/ U TRANSVERSE P4 A. CLEAR COVER IS GREATER THAN BAR DIAMETER, BUT NOT LESS THAN 3/4" � T REINF FOOTING B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2 BAR DIAMETERSF v O (9 TENSION LAP SPLICE 3" CLR C. IF EITHER CONDITION A ORB IS NOT MET, INCREASE LENGTHS BY 50% �1 a a UNLESS NOTED � � � � � HOOK EMBEDMENT NOTES: %.ml FORMSAVER APPROVED BRG 11 I 1 1 1 11 111 I 1 1 1 I 3" CLR 1 1. SCHEDULED HOOK EMBEDMENT LENGTHS ASSUME: MTRL, SEE B/TRENCH EXCAVATION SHALL A. SIDE COVER IS 21/2 INCHES OR GREATER EARTHWORK SPEC W NOT EXTEND BELOW THIS LINE 2 \ B. COVER BEYOND IS 2 INCHES OR GREATER NOTES 2. IF REINFORCING IS SPECIFIED AS EPDXY COATED, INCREASE SCHEDULED LAP LENGTHS BY 20% 1. ROUGHEN SURFACE TO 4"AMPLITUDE. WET SURFACE AND REMOVE STANDING WATER \ 3. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP LENGTHS BY30% 0 1 /2 1 TYP FO R M S A VE R 1 IMMEDIATELY PRIOR TO PLACING CONCRETE 4. IF SIDE COVER IS LESS THAN 21/2INCHES, INCREASE LENGTHS BY40% SHEET NO. SCALE: NTS C111 TYP STRIP FOOTING 3 TYPICAL EXCAVATION AT FOOT N G 6 C 1 1 1 SCALE: NTS C111 SCALE: NTS C111 SPLICE & DEVELOPMENT LENGTH SCHEDULE 9 DRAWING IS NOT TO SCALE: NTS C111 OF SCALE IF BAR DOES NOT MEASURE 1" 1 8 1 /22/2019 8:41:28 PM 6-3/4" 2" II R=3/4" BOTTOM OF CONTRACTION JOINT 4 2" 12" 4 �Q NOTE 1A I+ 8" 30" CONCRETE AREA = 1.665 SQ. FT. 9„ R=1" BOTTOM OF 2„ CONTRACTION JOINT NOTE 1A x� 30" CONCRETE AREA = 1.517 SQ. FT. 7" 6" 3" ARBOTTOM OF =1" CONTRACTION JOINT 2"156.. D p 8 3/8" NOTE 1A 30 CONCRETE AREA = 1.926 SQ. FT. 12" BOTTOM OF CONTRACTION JOINT R=1" 2" 12" p a p P c - 6" 7 1 /2" NOTE 1A 8'L- 30 CONCRETE AREA = 1.680 SQ. FT. FLOWL COLD JOINT CONTRACTION JOINTS No. 4 REBAR (NOTE 5) 18" ® 24" O.C. (NOTE 4) CURB AND GUTTER JOINT DETAIL F_Ar' 11401VIY UVIIYI (NOTE 3) TO MEET ACCESS STANDARDS THIS SIDE- WALK IS REQUIRED s�o 9l� O � ar z WARP � � J COLD JOINT (DNo. 4 REBAR NOTE 5 i 24" ®24" O.C. h STREET LENGTH TYPE 0 0- RESIDENTIAL 6" 6" OTHER 24 8" 2% U Tr1 11"-0" MIN. (RESIDENTIAL) 25"-0" MIN. (OTHER) PAVEMENT TIE-IN (PLAN No. 251 OR 252) 2% BREAKOVER ANGLE STREET (MAXIMUM) TYPE O O O RESIDENTIAL 16% 12% 16% OTHER 6% 8% 10% BREAKOVER ANGLE STREET (MAXIMUM) TYPE o 0 0 RESIDENTIAL 16% OTHER 0 LANDING AT STREET LEVEL NARRATIVE: ■ SITE CONDITIONS WILL VARY. CONFIGURATION OF RAMP AND LANDING MAY BE CHANGED, BUT THEY MUST MEET DIMENSIONS AND SLOPES SHOWN HERE. • GRADE BREAKS MUST BE PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. • USE OF FLARES, CURB WALLS, ETC., ARE AT ENGINEER'S DISCRETION. • LENGTH OF ANY RAMP NOT REQUIRED TO EXCEED 15 FEET. L = 4 FEET SQUARE MINIMUM O Q OR = 4 FEET WIDE MINIMUM OC = 4 FEET SQUARE MINIMUM 6" WIDE CURB WALL (IF NECESSARY) 4'-0" MINIMUM 4T 6 6' DETECTABLE WARNING SURFACE (PLAN No. 238) CONCRETE (NOTE 2) UNTREATED BASE COURSE (NOTE 1) 4 FLOW LINE (NOTE 7) RUNNING CROSS SLOPE SLOPE LANDING LO STREET GRADE 1:48 (2%) RAMP OR 1:12 (8,33%) 1:48 (2%) CLEAR SPACE nC 1:20 (5%) STREET GRADE CROSS SLOPE IS PERPENDICULAR TO DIRECTION OF PEDESTRIAN TRAVEL. RUNNING SLOPE IS IN THE DIRECTION OF PEDESTRIAN TRAVEL. MAXIMUM SLOPES Plan No. Plan No. Plan No. Curb and gutter 205 Flare driveway approach - type B 221 Tangent curb cut assembly 236 June 2005 25 Drawing 1 of 2 December 2005 41 Drawing 2 of 2 August 2006 65 Drawing 3 of 3 Curb and gutter 1. UNTREATED BASE COURSE: Provide material specified in APWA Section 32 11 23. A. Do not use gravel as a substitute for untreated base course without ENGINEER'S permission. B. If flow line grade is greater than 0.5 percent (s=0.005), provide 6 inches uncompacted thickness. If less, provide 8 inches uncompacted thickness. C. Place material per APWA Section 32 05 10. D. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness before compaction is 8 inches when using riding compaction equipment or 6 inches when using hand held compaction equipment. 2. CONCRETE: Class 4000 per APWA Section 03 30 04. A. If necessary, provide concrete that achieves design strength in less than 7 days. Caution; concrete crazing (spider cracks) may develop if air temperature exceeds 90 degrees F. B. Place concrete per APWA Section 03 30 10. C. Provide 1/2 inch radius on concrete edges exposed to public view. D. Cure concrete per APWA Section 03 39 00 with type ID Class A or B (clear with fugitive dye) membrane forming compound unless specified otherwise. 3. EXPANSION JOINT: Make expansion joints vertical, full depth, 1/2 inch wide with type F1 joint filler material per APWA Section 32 13 73. A. Set top of filler flush with surface of concrete. B. Expansion joints are required at the start or end of a street intersection curb return. C. Expansion joints are not required in slip form work. 4. CONTRACTION JOINT: Make contraction joints vertical. A. 1/8 inch wide and 2 inch deep or 1/4 slab thickness if slab is greater than 8 inches thick. B. If necessary, match location of contraction joints in portland cement concrete roadway pavements. 5. REINFORCEMENT: ASTM A 615, grade 60, galvanized or epoxy coated deformed steel. See APWA Section 03 20 00 requirements. 6. FINISH: Broomed. ❑■ .❑■ 7. PROTECTION AND REPAIR: ' r A. Fill flow -line with water. Repair construction that does not drain. ❑ B. Protect concrete from deicing chemicals during cure. 0 1/2 1 �_M"" DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 24 Flare driveway approach - type B 1. UNTREATED BASE COURSE: Provide material specified in APWA Section 32 11 23. A. Do not use gravel as a substitute for untreated base course without ENGINEER'S permission. B. Place material per APWA Section 32 05 10. C. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness before compaction is 8 inches when using riding compaction equipment or 6 inches when using hand held compaction equipment. 2. CONCRETE: Class 4000 per APWA Section 03 30 04. A. If necessary, provide concrete that achieves design strength in less than 7 days. Use caution; however, as concrete crazing (spider cracks) may develop if air temperature exceeds 90 degrees F. B. Place concrete per APWA Section 03 30 10. C. Provide 1/2 inch radius on concrete edges exposed to public view. D. Cure concrete per APWA Section 03 39 00 with type ID Class A or B (clear with fugitive dye) membrane forming compound unless specified otherwise. 3. EXPANSION JOINT: Make expansion joints vertical, full depth, 1/2 inch wide with type F1 joint filler material per APWA Section 32 13 73. Set top of filler flush with surface of concrete. 4. CONTRACTION JOINT: Make contraction joints vertical. A. 1/8 inch wide and 1 inch deep or 1/4 slab thickness if slab is greater than 4 inches thick. B. Maximum length to width ratio for non -square panels is 1.5 to 1. C. Maximum panel length (in feet) is 2.5 times the slab thickness (in inches) to a maximum of 15 feet. 5. REINFORCEMENT: ASTM A 615, grade 60, galvanized or epoxy coated deformed steel. See APWA Section 03 20 00 requirements . Not required if driveway ramp is constructed without a cold joint. 6. FIELD CHANGES TO SLOPE REQUIREMENTS: The following design parameters are to be used as a guide. Specific uses or site conditions may require profile design submittal for review and acceptance. A. As a rule, driveway grades may have a 6 percent change in slope over a 11 feet wheel base run for both crest or sag vertical curves. B. Where heavy truck use and fire truck access applies, or to improve design speed, design grades should be cut in half. 7. FINISH: Broomed. 8. PROTECTION AND REPAIR: A. Fill flow -line with water. Repair construction that doesn't drain. B. Protect concrete from deicing chemicals during cure period. Tangent curb cut assembly 1. UNTREATED BASE COURSE: Provide material specified in APWA Section 32 11 23. A. Do not use gravel as a substitute for untreated base course without ENGINEER'S permission. B. Place material per APWA Section 32 05 10. C. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness before compaction is 8 inches when using riding compaction equipment or 6 inches when using hand held compaction equipment. 2. CONCRETE: Class 4000 per APWA Section 03 30 04. A. If necessary, provide concrete that achieves design strength in less than 7 days. Caution, concrete crazing (spider cracks) may develop if air temperature exceeds 90 degrees F. B. Place concrete per APWA Section 03 30 10. C. Provide 1/2 inch radius on concrete edges exposed to public view. D. Cure concrete per APWA Section 03 39 00 with type ID Class A or B (clear with fugitive dye) membrane forming compound unless specified otherwise. 3. EXPANSION JOINT: Make expansion joints vertical. A. Full depth 1/2 inch thick type F1 joint filler material per APWA Section 32 13 73. Set top of filler flush with surface of concrete. 4. CONTRACTION JOINT: Make contraction joints vertical. A. 1/8 inch wide and 1 inch deep or 1/4 slab thickness if slab is greater than 4 inches thick. B. Maximum length to width ratio for non -square panels is 1.5 to 1. C. Maximum panel length (in feet) is 2.5 times the slab thickness (in inches) to a maximum of 15 feet. 5. FLARE: If a flare is in a pedestrian circulation area, the slope of the flare shall be 1:10 (10%) maximum measured perpendicular to the pedestrian access route. 6. DETECTABLE WARNING SURFACE: A detectable warning surface Is required in a ramp, transition, or landing that provides a flush connection to the street. Perpendicular and non -perpendicular connections are shown in APWA Plan No. 238. 7. PROTECTION AND REPAIR: A. Protect concrete from deicing chemicals during cure. B. Fill flow line with water. Repair construction that doesn't drain. 1■1■� w co Q M Y w w O cn cn N U II In N Y m Y m z O (0 Q m Uj Y O } 0 m J w z Z UJ z Q z U w (n Q > ~O w O w 0 of w 0 Qf J J w LZ of w U ^ a o M O 6 00 W N � � y - o >bO � o o U � C/ a c� z a a Q � a w w U a� �z U W Or N M 0 � w WO�o�a A O �D�ww OU --SIN w o P. U U V r^l v O a p" SHEET NO. C112 OF 18 1 /22/2019 8:41:14 PM B A A • W W W W W W W W W W W W W W + JT■ EXPANSION JOINT SIDEWALK (NOTE 3) i W W W W W W W W W W W '4 W W W W W W W W .lam W W W W W W IF DRIVEWAY APPROACHES ARE W U W W W W NOT AVAILABLE, PROVIDE 5 FEET W B SQUARE FLATWORK AT INTERVALS OF 200 FEET MAXIMUM CONTRACTION JOINT EXPANSION JOINT FINISH (NOTE 4) (NOTE 3) (NOTE 5) 1/4 TO 4" MIN CONCRETE (NOTE 2) t. STREET TYPE OT RESIDENTIAL (WITH PARK STRIP) 4" RESIDENTIAL (NO PARK STRIP) 6 ' OTHER REPLACEMENTS I MATCH EXISTING, 4" MIN. SEE DRIVEWAY APPROACH PLANS FOR SIDEWALK THICKNESS AT DRIVEWAYS WIDTH AS SPECIFIED 2% December 2005 \-- COMPACT SUBGRADE UNTREATED BASE COURSE (NOTE 1) EXPANSION JOINT CONTRACTION JOINTS L --­i I-- FT w 60, _ I L MIN = W L MAX (in feet) = 2.5 x OT (in inches) OR = 15 FEET MAX. SIDEWALK JOINT DETAIL 1.6" TO 2.4" N o00 O o00 o00 0.65" MIN PLAN 50 TO 65% OF CAI 0 BASE DIAMETER IAdwom F-� � 0.9" TO 1.4" TRUNCATED SECTION DOME DETAIL TRUNCATED DOMES OPTION: THIS AREA MAY RECEIVE DETECTABLE _ WARNING SURFACE THIS POINT MUST TOUCH BACK OF CURB LINE - BACK OF CURB FLOW LINE PAVER (NOTE 2) 1/2" BEDDING 2-1/2" x 4" x 8" SAND 1" DIA. DRAIN HOLES AT LOWER CORNERS. FILL HOLES WITH PEA GRAVEL. COVER HOLES WITH GEOTEXTILE. BACK OF --/ CURB TRANSITION 1 PCCE55 „R�` E GRADE BREAK �p MUST NOT CROSS DOMED AREA M1�MU�' oo•• °0 °0 o OPTION: THIS AREA MAY RECEIVE DETECTABLE WARNING SURFACE THIS POINT MUST TOUCH BACK OF CURB LINE Plan No. Concrete sidewalk 231 Detectable warning surface 51 August 2006 69 GRPO'�_ 6RENII FLOW LINE GRP�E 6R�� � �pFZE �NPN q� 5 FED cT� z BACK OF -/ CURB FLOW LINE TRANSITION 2 Plan No. 238 EXISTING PAVEMENT SURFACE 2 FEET ASPHALT C S 1 1 % MIN TACK COAT - (NOTE 4)` �.... TACK COAT (NOTE 4)� r (NOTE 2) (NOTE 2) ASPHALT TO BE SET 1/4" MIN. TO 1/2" MAX. ABOVE LIP OF GUTTER. SEE PLAN No. 205 NOTE 1 TACK COAT (NOTE 4) ASPHALT TO BE SET 1/4" MIN. TO 1/2" MAX. ABOVE LIP OF GUTTER. SEE PLAN No. 205 NOTE 1 TACK COAT (NOTE 4) Plan No. Asphalt concrete pavement tie-in 251 July 2005 75 Concrete sidewalk Detectable warning surface Asphalt concrete pavement tie in 1. UNTREATED BASE COURSE: Provide material specified in APWA Section 32 11 23. A. Do not use gravel as a substitute for untreated base course without ENGINEER'S permission. B. Place material per APWA Section 32 05 10. C. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness before compaction is 8 inches when using riding compaction equipment or 6 inches when using hand held compaction equipment. 2. CONCRETE: Class 4000 per APWA Section 03 30 04. A. If necessary, provide concrete that achieves design strength in less than 7 days. Caution; concrete crazing (spider cracks) may develop if air temperature exceeds 90 degrees F. B. Place concrete per APWA Section 03 30 10. C. Provide 1/2 inch radius on concrete edges exposed to public view D. Cure concrete per APWA Section 03 39 00 with type ID Class A or B (clear with fugitive dye) membrane forming compound unless specified otherwise. 3. EXPANSION JOINT: Make expansion joints vertical, full depth, 1/2 inch wide with type F1 joint filler material per APWA Section 32 13 73. A. Set top of filler flush with surface of concrete. B. Expansion joints are not required in slip formwork except at the start or end of the installation activity. 4. CONTRACTION JOINT: Make contraction joints vertical. A. 1 /8 inch wide and 1 inch deep or 1/4 slab thickness if slab is greater than 4 inches thick. B. Maximum length to width ratio for non -square panels is 1.5 to 1. 5. FINISH: Broomed. 0 1/2 1 �_M"" DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 50 1. DETECTABLE WARNING SURFACE: A. Dome Size: 1. Base diameter - 0.9 inches minimum, 1.4 inches maximum. 2. Top diameter- 50 percent of the base diameter minimum to 65 percent of the base diameter maximum. 3. Height: - 0.2 inches. B. Dome Spacing: 1. Center to center spacing - 1.6 inches minimum, 2.4 inches maximum. 2. Base -to base spacing of 0.65 inches minimum measured between the most adjacent domes. C. Dome Row Alignment: 1. Perpendicular Assembly: Perpendicular to the bottom grade break 2. Non -perpendicular Assembly Transition 1: Perpendicular to grade break at the bottom of the ramp. 3. Non -perpendicular Assembly Transition 2: Perpendicular or radial to the flow line. D. Contrast: Provide a surface that contrasts visually with adjacent walking surface either light -on -dark, or dark -on -light. E. Size: 1. 2 feet minimum in the direction of pedestrian travel. 2. Full width of area where a ramp, transition, or landing provides a flush connection to the street. Minimum width of flush connection is 4 feet. 2. PAVER A. Material: ENGINEER'S choice of 1. Geotextile filter fabric, bedding and joint sand, and solid interlocking concrete paver units per APWA Section 32 14 13. 2. Brick and mortar (not shown) per APWA Section 32 14 16. B. Layout: All cut pavers are half pavers or larger. 3. RIBBED PANEL A. Material: CONTRACTOR'S choice with ENGINEER'S acceptance. B. Layout: Trim panel, as required matching required geometries. C. Installation: Per manufacturer's recommendations. 4. TILE A. Material: CONTRACTOR'S choice with ENGINEER'S acceptance. B. Layout: Trim panel, as required matching required geometries. C. Installation: Per manufacturer's recommendations. 1. UNTREATED BASE COURSE: Provide material specified in APWA Section 32 11 23. A. Do not use gravel as a substitute for untreated base course without ENGINEER'S permission. B. Place material per APWA Section 32 05 10. C. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness before compaction is 8 inches when using riding compaction equipment or 6 inches when using hand held compaction equipment. 2. DIMENSION: A. Aggregate Base: Match existing thickness or 8 inches minimum. B. Asphalt Pavement: Match thickness plus 1 inch, or 1) 6 inches maximum in residential streets 2) 8 inches maximum in non-residential streets. 3. ASPHALT CONCRETE PAVEMENT JOINTS: Provide a neat straight joint between existing and new asphalt concrete. Saw -cut joint if existing pavement exceeds 2 inches in thickness or if portland cement concrete underlies asphalt concrete pavement. 4. TACK COAT: APWA Section 32 12 14. Clean all vertical surfaces adjacent to the patch. Apply full coverage tack coat. 5. ASPHALT PAVEMENT: Use hot weather or cold weather asphalt concrete patch material specified in APWA Section 33 05 25. A. Install in lifts no greater than 3 inches after compaction. B. Compact each lift to 94 percent of ASTM D 2041 (Rice Method) plus or minus 2 percent. 74 1■1■� W 14 co Q m Y W o (n (n N 0 N Y m Y m _ W Z O c0 Q m w 0 } m 0 J w z Z Z Z W Q > 0 W 0 W 0 of W 0 _J J o o U ^ a o a ; O � E~ 00 W 0 N 00 0 'U, y A U~"�M� U "1� z �0-0, o o 0 �v�aw c� z a a Q w w U a� �z U W Or N M W �D w A 1--I �D=ww O C)�� I -I o W Q� IrJ-lI W P. A U v 44 d wti rrwll V p U a SHEET NO. C113 OF 18 1 /22/2019 8:41:01 PM DEEP EXCAVATION (MORE THAN 48 INCHES FROM PAVEMENT SURFACE TO BOTTOM OF EXCAVATION) MATCH EXISTING THICKNESS + 1" SECOND CUT INITIAL (4" MINIMUM) FULL DEPTH SAW CUT JOINT REPAIR 12" TACK COAT ADDITIONAL REMOVAL (NOTE 8)� (NOTE 4) -\ (NOTE 1) :''AGGREGATE BASE',. M wSUBGftADE, ._ COMPACT THIS AREA ALL SIDES COMPACT BACKFILL TO THIS LEVEL BEFORE MAKING THE SECOND PAVEMENT CUT AND SECOND SURFACE REMOVAL EXAMPLE A (ASPHALT RESTORATION) UNTREATED BASE COURSE OR FLOWABLE FILL EXCAVATION BACKFILL (SEE DRAWINGS OR PLAN No. 381) MATCH EXISTING THICKNESS SECOND CUT INITIAL MATCH EXISTING THICKNESS USING FULL DEPTH SAW CUT ASPHALT PAVEMENT OR CONCRETE SUBSTRATE JOINT REPAIR 12„ TACK COAT ADDITIONAL REMOVAL (NOTE 8) (NOTE 4) (NOTE 1) TI T :'CONCRETE`•"^• • - a n.::-� 1$" REPAR :SUBSTRATE;.''':',; .+ ' (NOTE 6) `.24" AGGREGATE BASE' = 8" MIN`' � SUBGB\ RADE � UNTREATED BASE COURSE COMPACT THIS AREA OR FLOWABLE FILL ALL SIDES COMPACT BACKFILL TO THIS LEVEL BEFORE MAKING THE SECOND PAVEMENT CUT AND SECOND SURFACE REMOVAL EXAMPLE B (COMPOSITE RESTORATION) EXCAVATION BACKFILL (SEE DRAWINGS OR PLAN No. 381) Plan No. Asphalt concrete 'T" patch 255 March 2006 85 Drawing 2 of 2 Asphalt concrete 'T" patch 1. ADDITIONAL PAVEMENT REMOVAL: Remove additional pavement to a painted lane stripe, a lip of gutter, a curb, an existing pavement patch, or an edge of the pavement if such street feature is within 2 feet of the second saw -cut. 2. UNTREATED BASE COURSE: Provide material specified in APWA Section 32 11 23. A. Do not use gravel as a substitute for untreated base course without ENGINEER's permission. B. Place material per APWA Section 32 05 10. C. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness before compaction is 8 inches when using riding compaction equipment or 6 inches when using hand held compaction equipment. 3. FLOWABLE FILL: Provide 28 day 60 psi controlled low strength material as specified in APWA Section 31 05 15. Use fill material which flows easily and vibration is not required. Cure to initial set before placing aggregate base or asphalt pavement. Use flowable fill in excavations that are too narrow to receive compaction equipment. 4. TACK COAT: APWA Section 32 12 14. Full tack coat coverage on all vertical surfaces. 5. ASPHALT PAVEMENT: Use asphalt concrete specified in APWA Section 33 05 25. A. Install in lifts no greater than 3 inches after compaction. B. Compact to 94 percent of ASTM D 2041 (Rice Method) plus or minus 2 percent. 6. REINFORCEMENT: ASTM A 615, Grade 60, No. 5 galvanized or epoxy coated deformed steel 24 inches on center. A. Required if existing concrete thickness is 6 inches or greater. B. Not required if (1) existing concrete is less than 6 inches thick, (2) existing concrete is deteriorating, (3) excavation is less than 3 feet square, (4) asphalt pavement is substituted for concrete substrate. 7. CONCRETE SUBSTRATE- Class 4000 per APWA Section 03 30 04. Place concrete per APWA Section 03 30 10. Cure to initial set before placing new asphalt concrete patch. 8. JOINT REPAIR: If a crack occurs at the "T" patch connection to existing pavement or at any street fixture, seal the crack per APWA Section 32 01 17. 9. PATCH REPAIR- Repair the asphalt pavement patch if any of the following conditions occur within the patch. A. Pavement surface distortion exceeds 1/4 inch deviation in 10 feet. Repair option: Plane off surface distortions. Coat planed surfaces with a cationic or anionic emulsion that ❑� .❑� complies with APWA Section 32 12 03 and provide sand blotter. r B. Cracks at least 1-foot long and 1/4 inch wide occur more often than 1 in 10 square feet. Repair option: Crack seal. �■ ,, C. Asphalt raveling is greater than 1 square foot per 100 square feet. Repair option. Mill and inlay. 0 1/2 1 �_M"" DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 01 PIPE ZONE WIDTH (NOTE 2) PIPE SPRING LINE 3" MINIMUM BACKFILL (NOTE 1 B) HAUNCHING (NOTE 1A) BEDDING (NOTE 1A) FOUNDATION STABILIZATION (NOTE 5) INSTALLATION CONCRETE PIPE: FOLLOW ASTM C 1479 "STANDARD PRACTICE FOR INSTALLATION OF PRECAST CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE USING STANDARD INSTALLATIONS. PVC AND HDPE PIPE: FOLLOW ASTM D 2321 "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY-FLDW APPLICATIONS" CORRUGATED METAL PIPE: FOLLOW ASTM A 798 "STANDARD PRACTICE FOR INSTALLING FAOOTRY-MADE CORRUGATED STEEL PIPE FOR SEWERS AND OTHER APPLICATIONS. VITRIFIED CLAY PIPE: FOLLOW ASTM C 12. "STANDARD RECOMMENDED PRACTICE FOR INSTALLING VITRIFIED CLAY PIPE LINES. Plan No. Pipe zone backfill 382 Aug 2006 181 Pipe zone backfill 1. BACKFILL: Do not use sewer rock or recycled RAP aggregate in the pipe zone without ENGINEER's written approval. A. Granular Fill Below Pipe Spring Line. 1) Furnish 3/4 inch crushed aggregate base material, unless specified otherwise by pipe manufacturer. When using concrete, provide at least Class 2,000 per APWA Section 03 30 04. 2) Install and compact backfill material per pipe manufacturer' recommendations. 3) Water jetting is not allowed in backfilling operation. 4) Submission of quality control compaction test result data developed for haunching areas may be requested by ENGINEER at anytime. CONTRACTOR is to provide results of tests immediately upon request. B. Granular Fill Above Pipe Spring Line. 1) Furnish 3/4 inch crushed aggregate base material, unless specified otherwise by pipe manufacturer. Place in lifts not exceeding 8 inches before compaction. 2) Water jetting is not allowed in backfilling operation. 3) Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater unless pipe manufacturer requires more stringent installation. C. Flowable Fill. 1) Provide and place controlled low strength material per APWA Section 31 05 15 if allowed by pipe manufacturer. 2) Prevent pipe flotation by installing in lifts and providing pipe restraints as required by pipe manufacturer. 3) Reset pipe to line and grade if pipe "floats" out of position. 2. PIPE ZONE WIDTH: Provide width recommended by pipe manufacturer. Width of pipe zone is measured at the pipe spring line and includes any necessary sheathing. In trench box applications, follow manufacturer's recommendations. 3. PIPE LOCATION: Install pipe in center of trench or no closer than 6 inches from wall of pipe to wall of trench. 4. PEA GRAVEL: Pea gravel is not allowed in any part of the pipe zone. 5. FOUNDATION STABILIZATION: Use sewer rock of APWA Section 31 05 13. Installation of stabilization -separation geotextile per APWA Section 31 05 19 will be required to separate backfill material and native subgrade materials if sewer rock cannot provide a working surface or to prevent soils migration. 0 oZ w O� J W of Z Ld :2 O a V) VLd O w Z w Ln V) W _ O d O W J J ofZ 0J � W- !n Wa Q W o w o'Z a �¢ a PAVEMENT RESTORATION o Z 0 w � SEE PLAN No. 255 OR 256 00 LO oU Of ¢ U (NOTE 3) /Spo CN LO It PO LANDSCAPE RESTORATION Q �o ;n N (NOTE 2) �\ 0) - m f n N MAGNETIC MARKING TAPE MAX. DEPTH = 18" IF DEPTH OF TRENCH IS BELOW FINAL SURFACE GREATER THAN 4 FEET AND BACKFILL SHORES OR TRENCH SUPPORTS ARE NOT USED, (NOTE 1 ) SLOPES ARE REQUIRED. SEE OSHA REGULATIONS LLI w PIPE ZONE BACKFILL LL SEE DRAWINGS OR PLAN No. 382 Plan No. Trench backfill 381 May 2006 179 Trench backfill 1. BACKFILL: Above the pipe zone. A. Granular Fill. Limit maximum particle size to 6 inches. Place fill per APWA Section 33 05 20. Compact to a modified proctor density of 95 percent or greater. Maximum lift thickness is 8 inches before compaction. Do not use clay without ENGINEER's review and acceptance. Water jetting is NOT allowed in backfilling operation. B. Flowable Fill. Provide and place controlled low strength material per APWA Section 31 05 15. Cure the fill before placing surface restorations. 2. LANDSCAPED RESTORATION: Provide landscaped surfaces with topsoil. Rake to match existing grade. Replace vegetation to match pre -construction conditions. See APWA Section 32 92 00 or APWA Section 32 93 13 requirements. 3. PAVEMENT RESTORATION: Do not install asphalt or concrete surfacing until trench compaction is accepted by ENGINEER. 4. PEA GRAVEL: Pea gravel is not allowed in any part of the trench. 178 1■1■� w U) Q m Y Ld o Ld (n V) 04O N m m z CD Q m L;j Y O } m 0 J Z z z w u) Q > ~O w O w O w J J of U ^ a o p" O tb Oc W � N 00 0 'V 00 ,4� OD i y A Urn U y 00 - > o z �0� o o 0 � CA C7 z a a Q � a w w U a� �Z U W N M � w WO�o�a W A O �D48ww O w o P. U U rT� � U O rwl v O a P" SHEET NO. C114 OF 18 1 /22/2019 8:40:49 PM A April 1997 a 24 3/4" 1" 3" 26 1 /2" 25" �i 30" Frame and cover 187 30" Frame and cover A Plan No. 402 1. CASTINGS: Grey iron class 35 minimum per ASTM A 48. 2. COATINGS: Except machined surfaces, coat all metal parts with asphaltum paint. 3. INSCRIPTIONS: Cast the words "SEWER" on the cover flush with the surface finish. 4. HEAT NUMBER: Place foundry and heat number on the inside of the frame and on the bottom of the cover. 5. FIT: _�_ designates machined surface. Give the frame and cover a machine finish so the cover will not rock. 6. LOCKING: Provide covers for manholes located in easements, rights -of -way, alleys, parking lots, and all other places except paved streets, with allen socket set screw locking devices. Drill and tap two holes to a depth of 1 inch at 90 degrees to pry hole and install 3/4 x 3/4 inch allen socket set screws. 7. MANHOLE STRUCTURE: See Plan No. 411. 0 1/2 1 �_M"" DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" M A FLOW TROUGHS A DETERMINED BY PLAN ENGINEER PLAN cn w FINISH CONCRETE COLLAR GRADE (PLAN No. 413) FRAME AND COVER °• (PLAN No. 402) ADJUST TO GRADE PER (PLAN No. 360 OR 361) FINISH GRADE rvl4zzzz�• BACKFILL (NOTE 1) U X I N :2 2'-6" ° L0 -4- of Of 0 0 r7 N 4' OR 5' DIAMETER t q -o, ° q 2/3 D SECTION A -A ALTERNATES (NOTE 6) - RCP CL III RISER AND CONES PER ASTM C 478 REMOVE UPPER 1/3 OF PIPE AFTER MANHOLE IS COMPLETED CONSTRUCT MORTAR SHELF WITH A SLOPE OF 1.5" IN 12" Plan No. Sanitary sewer manhole 411 April 1997 189 Sanitary sewer manhole 1. BACKFILL: Provide and place per APWA Section 31 23 23. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness is 8 inches before compaction. 2. CONCRETE: Class 4000 per APWA Section 03 30 04. Place concrete per APWA Section 03 30 10. Cure per APWA Section 03 39 00. 3. MANHOLE SIZE: For sewers under 12" diameter, build a 4 feet diameter manhole. For sewers 12" and larger, and when 3 or more pipes intersect in the manhole, build a 5 feet diameter manhole. 4. GROUT: Grout around all pipe openings with 2:1 sand/cement mortar. 5. JOINTS: Place flexible gasket -type sealant in all manhole joints. 6. ALTERNATES: A. Precast reinforced concrete walls 5 inches thick (to be acceptable to the ENGINEER. B. Cast in -place concrete to be 8 inches thick minimum. 7. INVERT COVERS: Place invert covers over the top of pipe in all manholes during construction. See Plan No. 412. 8. WATER STOPS: Install rubber water -stop on all plastic pipes when connecting plastic pipes to manholes. Hold water -stop in place with stainless steel bands. 12" CAST IRON OR a z_ BRASS CLEAN- 0' PLUG •� a NO -HUB •. COUPLING �. VARIES MIN. 2'-0" ` FROM ANY STRUCTURE w E • , :° 0 " 4PIPE 3" MIN. ABSI. .� OR CAST IRON o UNDER PERMANENT ..'.I STRUCTURE '.I WYE •..•.x.Y NO -HUB COUPLING 4" SEWE PIPE. MIN. SLOPE 1/4"/FT J 1/8 BEND C.I. J GRADE REQUIREMENTS 4" PIPE - 2.0% MIN. NO HUB COUPLING 6" PIPE - 1.0% MIN. * SEWER SADDLE PER AGENCY REQUIREMENTS * IN HIGH WATER TABLE BOWL WAX REQUIRED April 1997 TRENCH BACKFILL (PLAN No. 381 AND 382) Sewer lateral connection 195 Sewer lateral connection GROUT AROUND CONNECTION TO SEWER MAIN SEWER LATERAL CONNECTION TO BE 45' TO THE CENTER OF SEWER MAIN (NOTE 2) PIPE ZONE (PLAN No. 382) Plan No. 431 1. INSPECTION: A. Prior to installation, secure acceptance by ENGINEER for all pipe, fittings, and couplings to be used. B. Prior to backfilling, secure inspection of installation by ENGINEER. Give at least 24 hours notice. 2. INSTALLATION: A. Provide agency approved wye or tee with appropriate donut. Verify whether CONTRACTOR or agency is to install the wye. B. Tape wrap pipe as required by soil conditions. C. Remove core plug from sewer main. Do not break into sewer main to make connection. D. Stainless steel straps required. 3. BACKFILL: Provide and place per APWA Section 33 05 20. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness is 8 inches before compaction. 194 1■1■� w U) Q m Y w O (n V) N O N Y m Y m _ w z O co Q m Uj Y O } m 0 J w z Z UJ Q U Q > ~p w O w of w _J J U ^ a o � E~ 00 W 0 N -- a) 00 cc 00 1 Urn ^ U y 00 - o 00 z � o M o O �0.w CA c� z � a a a � a w w �z U W N M 00 W � w WO�o�a A O� o �D48ww OU --SIN w o A� C) ^W I-IkA0 p U W V rW v O r� � a a SHEET NO. C115 OF 18 1 /22/2019 8:40:36 PM n W Z J SECTION W o_ 0 o- a LEGEND No. * ITEM DESCRIPTION CAST IRON COVER (grass) O FRAME AND COVER DUCTILE IRON COVER (driveway) (18" TO 21" DIAMETER) CORRUGATED PE, PVC, CMP OR O METER BOX (30" TO 36" DEEP) MATERIAL ACCEPTABLE TO AGENCY O 3/4" METER YOKE OPTIONAL BACKFLOW PROTECTION PER AGENCY REQUIREMENTS O 1 " METER YOKE OPTIONAL BACKFLOW PROTECTION PER AGENCY REQUIREMENTS OCOPPER PIPE TYPE K (SOFT) * FURNISHED BY UTILITY AGENCY Plan No. 3/4" and 1 " meter 521 August 2001 215 314 " and 1 "meter N A = z a- a w 0 Co � 0 30' ANGLE OR AS REQUIRED BY x OWNER OF UTILITY I - - - - - - - - - - - - N r g = z a w 0 Co (n on 0 0 w May 2006 30' ANGLE OR m AS REQUIRED BY OWNER OF UTILITY 10 TYPE B - DIRECT TAP LEGEND No. ITEM DESCRIPTION A COPPER PIPE TYPE K - SOFT OB CORPORATION STOP BRASS C SERVICE SADDLE CLAMP (D.I., C.I., A.C.) ** D SERVICE SADDLE CLAMP (P.V.C.) OE WATER MAIN PIPE (D.I., C.I., A.C., P.V.C.) * FURNISHED BY UTILITY AGENCY ** DI & Cl PIPE MAY BE DIRECT TAPPED 3/4" and 9 " service taps 235 314 " and 1 "service taps N (NOTE 2) C BEARING AREA (TYP) THE AREA OF BEARING PER THRUST BLOCK TO EQUAL 1 /2 THE AREA SPECIFIED FOR THE LARGEST PIPE OR FITTING SIZE. MINIMUM BEARING AREA IN SO. FT. w � � a_ a_ W J V) In (1)m w w m > w 0 0 0 W m W M w N U0 w � O in N 4" 2 3 2 2 2 6" 4 5.5 3 1.5 1 8" 6.5 9.5 5 2.75 1.5 12" 14 20 11 5.5 3 14" 19 26.5 14.5 7.5 4 16" 24 34 1 B.5 9.5 6 20" 27 52 28.5 14.5 16 24" 53 74 41 21 53 30" 81 114 62 32 16 �J #4 EPDXY COATED REBAR WITH 12" MIN. EMBEDMENT ��r INSTALL THRUST RESTRAINT SEE PLAN No. 562 (TYP (MJ AND PUSH -ON JOINTS Plan No. 551 Direct bearing thrust block April 1997 239 Direct bearing thrust block Plan No. 561 1. METER PLACEMENT: 1. TAPPING: Place taps a minimum of 24 inches apart. Use a tapping tool that is sized 1. CONCRETE: Class 2000 minimum per APWA Section 03 30 04. Pour concrete A. In new construction, install meter at center of lot or per agency requirements. corresponding to the size of the service line to be installed. No taps within 24 inches against undisturbed soil. B. All meters are to be installed in the park strip or within 7 feet of the property line of end of pipe. (street side). 2. PIPE JOINTS: Do not cover with concrete. Leave completely accessible. C. Do not install meters under driveway approaches, sidewalks, or curb and gutter. 2. PVC OR AC PIPE: A service saddle clamp is required on all PVC and AC pipe taps unless specified otherwise. 3. GREASE: Apply poly-fm grease to all buried metal surfaces. Wrap with 8 mil thick 2. METER BOX: polyethylene sheet and tape wrap. A. In landscaped areas and driveway approaches, set box so grade of the frame and 3. TAPE: Teflon tape is required on all taps. cover matches the grade of the surrounding surface. 4. SPECIAL CONSTRUCTION REQUIREMENTS: B. In street surfaces or other vehicular traffic areas, provide the same type of meter 4. INSPECTION: Prior to backfilling around taps, secure inspection of installation by A. Thrust design for pipe sizes or configurations not shown require special design. box as required for 1 1 /2" and 2" service meters. See Plan 522. ENGINEER. B. Bearing areas, volumes, and special thrust blocking details shown on Drawings take precedence over this plan. 3. PIPE: Coordinate with utility agency or property owner for type of pipe to be used 5. BACKFILL: Provide and place per APWA Section 33 05 20. Compact per APWA C. Reinforcing steel bars to be epoxy coated at least 15 mils thick. Minimum stress outside of right-of-way. Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift yield strength of tie down bars is 70,000 psi. thickness is 8 inches before compaction. D. Locking restraint devices may be used in conjunction with concrete thrust blocking 4. INSPECTION: Prior to backfilling around meter box, secure inspection of installation (at option of ENGINEER). by ENGINEER. 5. BACKFILL: Provide and place per APWA Section 33 05 20. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness is 8 inches before compaction. 6. CASTING: Grey iron class 35 minimum per ASTM A 48. 0 1/2 1 �_M"" 214 5. INSPECTION: Prior to backfilling around thrust block, secure inspection of installation by ENGINEER. 6. BACKFILL: Provide and place per APWA Section 33 05 20. Compact per APWA Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift thickness is 8 inches before compaction. 1■1■� w U) Q m Y W w _N V)V) O N Y m Y m _ W Z O (0 Q M wl O } m 0 J W Z Z Z < Z U Lv Q > ~O W O W 0 of W 0 J J of U ^ a o >~ I~ 00 W "o N 00 a) oo 00 - U~"�M� a) U � y R' o "I z �0-C, o 41.1 O � CA c� z a a Q w w �z U W N M 0 � w WO�o�a W� A o �D=ww O w o W p U rT� � O V rW v W O r� a a SHEET NO. 234 238 1 C 1 16 DRAWING IS NOT TO SCALE IF BAR DOES NOT MEASURE 1" 1 /22/2019 8:40:17 PM OF M M EXHIBIT 3 REQUEST FOR RELEASE OF FINANCIAL ASSURANCE Creekside Townhomes Subdivision, City of Moab Robert & Kelly Ward, Creekside Townhomes, LLC, (Developer) hereby requests a partial release of the Financial Assurance posted in connection with the Subdivision Improvements and Development Agreement (Agreement), dated , as follows. 1. Developer has completed the following improvements, which are completed in a workmanlike manner and in conformity with the Agreement: Copies of all inspection reports documenting completion and acceptance of the improvements must be attached, together with invoices for materials delivered to the site and incorporated into the improvements. 2. Developer requests release of the Financial Assurance in the amount of $ This is a partial final release request. (Check as applicable). Robert Ward Date Kelly Ward Date DECISION BY CITY ENGINEER The City of Moab has reviewed the Request for Partial Release and inspected the work. The City hereby authorizes the release of the Financial Assurance in the amount of $ By the City of Moab this day of 120 Attest: City Recorder, City of Moab City Engineer, City of Moab Date