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RES-CC-2019-02
CITY OF MOAB RESOLUTION #02-2019 A RESOLUTION APPROVING THE FINAL PLAT OF THE PRESERVE SUBDIVISION PHASE 3 AND APPROVING A SUBDIVISION IMPROVEMENTS AGREEMENT FOR PUBLIC IMPROVEMENTS, AS FAVORABLY REFERRED TO COUNCIL BY THE PLANNING COMMISSION WHEREAS, Dennis E. and Patricia B. Byrd, representing The Preserve of Moab Utah, LLC with offices at 850 Byrd Avenue, Moab Utah 84532, and as "Owner" of record of a parcel consisting of 3.27 acres referred to as "Phase 3" of The Preserve Subdivision and more particularly described as follows: Beginning at the Southeast comer of Lot 53, The Preserve, Phase II, said point being South 00°31' 11" West 790.73 feet and West 660.26 feet from the East Quarter comer of Section 35, Township 25 South, Range 21 East, Salt Lake Base and Meridian, and running thence South 00°31'11" West 49L48 feet to a point on Moab city tract; thence along said tract South 89°52'29" West 287.64 feet; thence North 00°00'16" East 491.64 feet; thence North 89°54'39" EAST 292.06 feet to the point of beginning, having an area of 3.27 acres; and WHEREAS, Owner applied for the approval of the proposed Phase 3 of The Preserve Subdivision to create additional buildable lots for six two -unit townhomes and five detached single family residences on the described property; and WHEREAS, the proposed residential uses are permitted uses in the R-2 Residential Zone as indicated in Moab Municipal Code (MMC) Chapter 17.45.020; and WHEREAS, Owner provided the City of Moab with the necessary documents, plans and drawings to complete the application for review of the subdivision as required MMC Title 16.00, Subdivisions; and WHEREAS, the City of Moab Planning Commission ("Commission") reviewed the final plat in a regularly scheduled public meeting for compliance with the requirements of the pertinent MMC chapters on August 8, 2018, and found that the proposal has met or can meet the requirements of the Moab Municipal Code; and WHEREAS, Owner is required to construct certain public improvements as described in the Improvements Agreement submitted as part of this application for Final Plat; and WHEREAS, the Moab City Council ("Council) reviewed the Final Plat of Phase III and the Improvements Agreement in a regularly scheduled pubic meeting on January 22, 2019; and WHEREAS, Council agrees with the Planning Commission and Staff recommendations for approval of the Final Plat application. NOW, THEREFORE, be it resolved by the Moab City Council, that adoption of Resolution #02-2019 approves the submitted Final Plat for Phase 3 of The Preserve Subdivision and the Council directs the Mayor to sign the Improvements Agreement. PASSED AND APPROVED in open Council by a majority vote of the Moab City Council on the 22nd day of January, 2019. SIGNED: Emily S. Niehaus, Mayor ATTEST: Rachel Stenta. Rceorde When Recorded Mail to: City of Moab 217 East Center Street Moab, UT 84532 SUBDIVISION IMPROVEMENTS AND DEVELOPMENT AGREEMENT For The Preserve Subdivision, Phase 3 For valuable consideration, the CITY OF MOAB, a Utah municipality (City), and Dennis E. & Patricia Byrd (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 al, 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 The Preserve Subdivision on November 12, 2009. b. The Planning Commission recommended approval of the The Preserve Subdivision, Phase 3, at its August 8, 2018 meeting. c. The Moab City Council, as land use authority for subdivision final plat approval, shall consider the final plat for Phase 3 of the subdivision at its January 22, 2019 meeting. d. Subdivider has submitted to the City for review the construction plans and specifications entitled The Preserve — Phase 3 (sheets C000 — C404 inclusive, dated 8/28/18), having been prepared by SET Engineering and bearing the stamp of a 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)isdescribed as follows: 50..1'�DARY DESCRIPTION DESCRPTION OE A PARCEL OF LAND IN THE OF SEC110N .35, T 25 S, R 21 E. SLM, k,10AH CITY, CRAND COUNTY, UTAH, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NW CORNER OF LOT 46 OF THE PRESERVE, PHASE I, SAID CORNER HEARS 5 00'31' i 1'VJ 511.41 FT. THENCE ','PEST 638.42 FT, FROM THE EAST CORNER OF SECTION 35, T 2 S, R 21 E, SL1v1, AND PROCEEDINu THENCE S 00'00.16"4'4 184.30 FT., THENCE S 89'53'12"W 23.49 FT. TO THE NW CORNER OF TRACT B OF THE PRESERVE. PHASE f, THENCE S 00'31.11'W 88.97 FT. TO A C O' NEN, THENCE S 89"54.39"W 292.06 FT, TO A CORNIER, THENCE N 00°00°16"E 604.66 FT., THENCE EAST 163,99 FT., THENCE SOUTH 9.on FT. TO THE ` vt CORNER OF LOT 59 OF PALISADES SUBDIVISION, THENCE FAST 133.49 FT. TO A. CORNER, THENCE S 00.32'00"W 135.46 FT, TO THE NW' CORNER OF LOT 49 OF THE PRESERVE, PHASE I, THENCE S 00'31'00"W 188.19 FT. TO THE SW CORNER OF LOT 48A OF THE PRESERVE, PHASE I, THENCE N 85'25'32"E 21.86 FT, TO THE POINT OF BEGINNING AND CONTAINING 4.16 ACRES, MORE OP LESS'. HEARINGS ARE BASED ON THE EAST LINE OF THE SEq OF SECTION " (.E +RING FROM VALLEY CONTROL CATUI..1=.S 00°31 "..1"W) 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-2 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. Phase 3 Required Improvements. Subdivider will make all improvements to the property shown on the Construction Plans that fall within the boundary of the Phase 3 plat as well as those improvements that fall outside of the Phase 3 boundary but are identified on the Construction Plans as Phase 3 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 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 THIRTY THREE THOUSAND THREE HUNDRED FIFTEEN DOLLARS AND NINETY CENTS ($33,315.90), 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 Warranty Deposit 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 forty percent (140%) 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; 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 notaccurate. 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. Ali 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 theaffidavit. 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. 1. 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. 1- 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: Dennis E. & Patricia Byrd 850 Byrd Ave. Moab, UT 84532 lc 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. 1. Nothing in this Agreement shall be deemed to waive any governmental or other immunity to which the City is entitled underlaw. 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 AppendixJ 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 ATTEST: � )16,(12,JJ Rachel Stenta City Recorder SUBDIVIDER: Dennis E. & Patricia Byrd /- z3-19 Date Date / A -7/f9 Dennis E. Byrd Date Patricia Byrd STATE OF UTAH COUNTY OF GRAND }ss. //aa'i9 Date The foregoing agreement was executed before me by Dennis E. Byrd and Patricia Byrd, this_ a3 day ofKAV1UIDor, 2019. Witness my hand and official seal. My commission expires: l0 - 1 - (90 Notary Public, State of Utah Address: (01 L... (.9 11V' V SY�t Stephanie Jean Haycock Notary Public State of Utah My Commission Expires on: October i, 2020 Comm. Number hot 191 STATE OF UTAH COUNTY OF GRAND )ss. The foregoing agreement was executed before me by the CITY OF MOAB by and through Emily S. Niehaus, this day of , 2019. Witness my hand and official seal. My commission expires: Notary Public, State of Utah Address: -End of Document- EXHIBIT 1 SUBDIVISION IMPROVEMENTS COST WORKSHEET Date: November 2, 2018 Project Name: The Preserve Phase #: Phase 3 Developer/Owner: Dennis & Patricia Byrd REQUIRED IMPROVEMENTS Category Sub -category Item # Line item description Unit Unit Price Plan quantity Item Cost Site work Earthwork 1 Cut & fill to design grades CY $5.25 1864 $9,786.00 Utilities Water 2 Install 8" water main LF $43.00 647 $27,821.00 3 Install 8" line valves EA $1,750.00 2 $3,500.00 4 Install 6" line valve EA $1,250.00 1 $1,250.00 5 Install fire hydrant EA $5,500.00 1 $5,500.00 6 Install temp air pressure/vac relief EA $750.00 1 $750.00 7 Install 3/4" residential svc connections EA $1,250.00 17 $21,250.00 Sewer 8 Install 8" sewer main LF $37.50 593 $22,237.50 9 Install 48" sewer manhole EA $3,500.00 2 $7,000.00 10 r Install 4" residential sewer svc line EA $500.00 17 $8,500.00 Street Surfacing 13 Install 30" modified curb & gutter per City spec LF $25.50 1216 $31,008.00 14 Install 6" thick concrete sidewalk per City spec LF $42.50 597 $25,372.50 15 Construct asphalt pavement section per City spec SF $3.50 15966 $55,881.00 Lights 16 Street lights per construction plan spec EA $1,250.00 1 $1,250.00 Signs 17 Traffic and street signs per construction plan spec , EA $250.00 4 $1,000.00 Total Estimated Cost Plus Required 50% contingency Total of Financial Guaranty $222,106.00 $111,053.00 $333,159.00 Notes: The project quantities were prepared by SET Engineering based on the approved final plans. The unit prices were provided by the owner through a competitive bid process and adjusted by SET Engineering using available unit cost data. EXHIBIT I GENERAL NOTES I, ALL WORK WITHIN THE RIGHT OF WAY SHALL BE COMPLETED PER CITY OF MOAR AND UTAH APWA STANDARDS AND SPECIFICATIONS. MOST RECENT VERSIONS. 2, THE CONTRACTOR SHALL PROVIDE INGRESS ANO EGRESS TO PRIVATE PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK ON THE PROJECT. 4. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WTH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 5_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER/DEVELOPER OF ANY PROBLEMS IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 5. THE DEVELOPER SHALL BE THE RESPONSIBLE PARTY DURING CONSTRUCTION ACTIVITIES TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLANS INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO THE APPROPRIATE AGENCIES FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF THE WORK. ANY IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE APPROVED PLANS OR THE APPROVED REVISED PLANS, SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE RECONSTRUCTED ACCORDING TO THE APPROVED PLANS. 7. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCIES FOR LOCATION OF UNDERGROUND WATER, SEWER, GAS, ELECTRIC, AND TELECOMMUNICATION UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND ALL EXISTING LINES MAY NOT BE SHOWN. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COPY OF "RECORD DRAWING" PLANS TO THE APPROPRIATE AGENCIES PRIOR TO FINAL ACCEPTANCE OF WORK- 9. THE CONTRACTOR SHALL RESET ALL SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION WITHIN 60 DAYS OF PROJECT COMPLETION. 10. THE CONTRACTOR SHALL 8E SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK_ THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS- 11. THE DUTY OF THE OWNER'S REPRESENTATIVE 15 TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE AND IT IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE 12. SURVEY DATA PROVIDED BY RED DESERT SURVEYING. 13. HOURS OF OPERATION WILL BE PER CITY OF MOAB ORDINANCE_ TYPICALLY 7 AM TO 7 PM UNLESS OTHERWISE APPROVED BY THE CITY. STREET CONSTRUCTION NOTES 1. STREET RECONSTRUCTION SHALL RE COMPLETED PER CITY OF MOAB AND UTAH APWA STANDARDS AND SPECIFICATIONS, MOST CURRENT EDITIONS, 2. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A CONSTRUCTION ACTIVITIES STORM WATER MANAGEMENT PLAN MEETING LOCAL JURISDICTIONAL REQUIREMENTS__ 3. A WATER TRUCK, IF CALLED FOR BY THE OWNER OR CITY REPRESENTATIVE. WILL BE PROVIDED TO KEEP WIND EROSION IN CHECK. 4. ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE PROPERTY LIMITS DUE TO GRADING OR EROSION SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. 5. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY FIX ANY EXCAVATIONS OR EXCESSIVE PAVEMENT FAILURES CAUSED BY THE DEVELOPMENT AND SHALL PROPERLY BARRICADE THE SITE UNTIL CONSTRUCTION IS COMPLETE- 6. WITH NOTIFICATION OF THE RESPECTIVE OWNER, ADJUST RIMS OF ALL CLEANOUTS, MANHOLES, VALVE COVERS AND SURVEY MONUMENTS TO FINISH GRADE PRIOR TO FINAL LIFT PAVING. DRAINAGE NOTES 1. PHASE 3 OF THE PRESERVE PROJECT IS CONSISTENT WITH THE FINAL DRAINAGE REPORT, THE PRESERVE SUBDIVISION, SOLIDER MILLER AND ASSOCIATES, 1/9/2012. THE MAJOR CONCEPTS INCORPORATED ARE NOTED BELOW. I,1_ RUNOFF WILL GENERALLY BE CONVEYED IN THE ROADWAY CORRIDORS_ 1.2. DUE TO THE PROXIMITY TO THE PROJECT TO THE FLOODPLAIN, DETENTION WAS NOT CONSIDERED OR RECOMMENDED FOR THIS DEVELOPMENT_ BUILDING SETBACKS FRONT YARD 25 FEET SIDE YARD 8 FEET REAR YARD 15 FEET LAND USE CHART STREET ROW 0.70 AC LOTS 2.57 AC TOTAL 3.27 AC THE PRESERVE - PHASE 3 MOAB, UTAH PROJECT LOCATION VICINITY MAP (NOT TO SCALE) SHEET INDEX Sheet Number Sheet Title C000 COVER SHEET C100 SITE, GRADING, AND DRAINAGE PLAN C200 WATER AND SEWER PLANS C300 STREET PLAN AND PROFILE C301 INTERSECTION DETAILS C400 DETAILS C401 DETAILS C402 DETAILS G403 DETAILS C404 DETAILS GENERAL UTILITY NOTES 1. ALL STREET, WATER. SEWER, AND STORM MAIN IMPROVEMENTS SHALL BE INSTALLED PER CITY OF MOAB STANDARDS AND SPECIFICATIONS, MOST CDRRENT EDITION. 2- THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF PLANS AND SPECIFICATIONS (IF APPLICABLE) WHICH HAVE BEEN APPROVED SY THE LOCAL JURISDICTION_ 3. COORDINATION BETWEEN THE CITY AND THE CONTRACTOR IS REQUIRED FOR ALL WATER MAIN TIE-INS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN INTERRUPTION OF WATER SERVICE PERMIT, THE CITY WILL OPERATE ALL IN-SERVICE WATER VALVES AS REQUIRED FOR THIS PROJECT. 4. THE CONTRACTOR SHALL REPAIR OR REPLACE THE EXISTING LANDSCAPING, IN KIND, THAT WAS REMOVED OR DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL GUARANTEE SAID LANDSCAPING FOR ONE (1) YEAR AFTER THE FINAL ACCEPTANCE OF CONSTRUCTION. 5. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY PUBLIC OR PRIVATE IMPROVEMENTS, IN KIND, INCLUDING, BUT NOT LIHIITED TO: GAS, ELECTRIC CR TELECOM FACILITIES, RESIDENTIAL SERVICES, WATER LINES. SEWER LINES, STORM DRAINS, ETC., THAT WERE REMOVED OR DAMAGED DURING CONSTRUCTION. 6. THE CONTRACTOR MAY TEMPORARILY BACKFILL TRENCHES TO THE EXISTING ROADWAY SURFACE WITH CLASS 6 ABC, PROVIDING A SMOOTH DRIVING SURFACE- IN THIS MANNER THE CONTRACTOR CAN ASPHALT PAVE LARGE SECTIONS OF TRENCH AT ONE TIME WHILE STILL PROVIDING A USABLE ROADWAY. 7, WHERE CONSTRUCTION OCCURS IN OR ACROSS ASPHALT OR CONCRETE PAVEMENT, SAW CUT THE PAVEMENT FOR A CLEAN STRAIGHT EDGE R" OUTSIDE THE TRENCH LIMITS TO ALLOW CLEAN REMOVAL AND A GOOD SURFACE FOR PROPER PATCHING. 8. ALL PAVEMENT SAW CUTS SHALL BE 90' TO ONE ANOTHER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING ASPHALT FROM CONSTRUCTION EQUIPMENT, DAMAGED ASPHALT SHALL BE REPLACED RY THE CONTRACTOR AT HIS EXPENSE. 16_ CONTRACTOR SHALL RELOCATE STREET SIGNS TEMPORARILY DURING CONSTRUCTION, THEN REPLACE AS REQUIRED, INCLUDING T-LOCK BASE, METAL POST, MOUNTING HARDWARE, ETC, 11. PRIOR TO FINAL PLACEMENT OF SURFACE PAVEMENT, ALL UNDERGROUND UTILITY MAIN IMPROVEMENTS AND SERVICE LINE CONNECTIONS SHALL BE INSTALLED AS SHOWN IN THE PLANS. 12. THE EXISTING WATER AND SEWER LINES SHALL REMAIN IN SERVICE DURING CONSTRUCTION EXCEPT AS COORDINATED WITH THE CITY. 13. SEWER AND WATER SERVICE LINES SHALL BE INSTALLED IN SEPARATE TRENCHES, 10' HORIZONTAL SEPARATION SHALL BE PROVIDED AS SHOWN_ VERTICAL SEPARATION SHALL BE PROVIDED PER CITY OF MOAB REOUIREMENTS_ 14. ALL VERTICAL AND HORIZONTAL BENDS SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED. LEGEND SWALE WATER MAIN SEWER MAIN CONTOUR MAJOR CONTOUR MINOR UNDERGROUND ELECTRIC EXISTING PROPOSED ABBREVIATIONS: W.S. WATER SERVICE S.S. SEWER SERVICE ArmwllhgribelO 1L Callho[an you dig. O M tll y a 2 l- a. WH W = • m CfJ • a w0� • O CL W ENGINEERINGEEc 150 Rock Point Drive Suite F Durango, CO 01301 970-403-5088 PLAN NO. C000 Project Date, 08102/16 Drawn By: AR Checked By: JP CITY OF MOAB CITY ENGINEER SIGNATURE APPROVAL BLOCK CITY ENGINEER PRINTED NAME CITY ENGINEER SIGNATURE DATE PROPERTY ROUNDARY� _ _ BENCHMARK #3 REBAR EL 3978.40 i I 1 t DIRECT SWALEI I SOUTH OF EXISTING FENCE LOT 5'4 (9419. SO. FT,) (0.22 AC) LOT 55A (5506 SQ. FT.) (0.13 AC) EXISTING ESMNT TO BE VACATED AWCl1T DAMAGED ASPHALT AND TEE TO EX157 STREET AND SIDEWALK LOT 33A • (5106 50. FT.) (012 AC) t-rrre ciiis::: as LOT 55B (5489 SO. ET_} (0.13 AC) LOT 55 (9313 SQ. FT.) (0.21 AC) • 1^A 3 7 LOT 33B (5106 SQ. FT.) (0.12 AC) •A. `OVERLOT GRADE TO SLOPE LOTS TO EAST LOT 34 (8705 50. FT-) (0.20 AC). s.c LOT 35A {5107 SQ. FT.) (0.12 AC) 1 _wA_ bq I o� i mw LOT 57A (5440 50. FT.} (0.12 AC) PALISADE `ORPVE'(ASPHALT} 5' SIDEWALK i LOT 358 (5108 SIT FT.) (0.12 AC) ) LOT 57B (5422 SO. FT.} (0.12 AC) OUNTABLE CURB & GUTTER (TYP) 5.00' rEEUTY EsMT (TY } LOT 36 (8708 SQ. FT.) (0.20 AC) LOT 58 (9201 SQ. FT.) J (0.21 AC) LOT 26A (6706 SO. FT.) (0.15 AC) LOT 59A (5374 SQ. FT.) {0.12 AC) bA MIDBLOCN RAMP (2) HYCRAN LOT 268 (6666 SO. FT.) (0.15 AC) 3700 PRESERVE FUTURE DEVELOPMENT 3 1 SLOPE TO EXISTiN0 GRADE PROPERTY BOUNDARY PRESERVE L- FUTURE DEVELOPMENT TEMP. ACCESS EASEMENT R45.00- X' 3 LOT 590 (5665 SQ. FT. (0.13 AC) ENO SIDEWALK 50 C • ROW �e . J O. m Le 03 TEMPORARY GRAVEL CM —DE —SAC FOR EMERGENCY ACCESS ANb LARGE VEHICLE AROUND � 1 // J D' WIDE LANDSAPE BERM BETWEEN CURB AND BOW H = E 3;1 SIDE SLOPES. CREST VAOTH = { PROPERTY BOUNDARY 9.5' U Lo 0 GRAPHICAL SCALE WTI Nnowwhaf5 below. Call before you elg, uJ CD CM gt LID/� _ / a a� =p ao ui 2C it >as. jm u CL r% W• ? a ▪ ci Oce . W uu y ENGINEERINGLLe 150 Rock Point Drive Salle F. Durango, CO 81301 970.403-5CM PLAN NO. C100 Project Dale= D810290 Drawn By: AR Checked By: JP 98' LOT 54 LOT 55A XTEND SEWER SERVICE TO' INTO LOT, INSTALL CAP AND; MARKER (TYP.) Cis F. CONNECT TO EXIST ` a LINE STUB- REMOVE CAP dl BLOWOUT_.__.. _ SALVAGE BLOWOUT VALVE--- . . ST8?_1+00.00 _ _. _OFF:11.021 REMOVE CLEANOUF AND CONNECT TO � EXISTING e" DIA. -- SEWERMAIN- - FG: 3976.32 INV EL: 3969.84t STA: 1+06.78 OFF-2-68''R.-= UPLEX WATER SERVICE SEE NOTE THIS SHEET (TYP.) ai v LOT 553 LOT 56 WATER/SEWER SERVICE POINT OF CONNECTION AT MAIN (TYP.) ui N INSTALL CA AND MARKER FG: 3979.503 INV. 3971.94 STA: 3+38.00 OFF.148.46'L INSTALL WA METER BETWEEN SIDEWALK AND PROPERTY LINE (TYP.) N i LOT 57A LOT 578 ci a® To Tr 1'_ F14' ESMNT 0 03 -1m¢ ¢ �� .. � a H g, a LOT 58 LOT 59A LOT 598 90' PEND- W/ T.e_ STA: 5+72.57 OFF:10.37'L v ^ a „i • `d• w't vmmr >!i!na4✓�M.4 ;74MMIIM4!l71:!l i:latln !�!•0l67t1lIlKI •1!1!1 18V!! M1 Ir 4 LF 8 D A C900 PVC W _ MAIN f �� a� Cl; ur1. r. .. r,1-=. I • i 30 (rm.) N m0 N O 230 LF 8' DIA. PVC SEWER MAIN • 0.5% M1 fi YS J N J o n r- N m a.6 No PALISADE DR. Q5` m 215 LF 8" DIA PVC NiJ P SEWER MAIN • 0.5S Ym Y '8m 6 LOT 338 a VI I I I I I I N MIN 10,00' PIPE EDGE T9 PrPE EDGE BETWEEN WATER & SEWER MAIN ?- - LOT 34 N LOT 35A 3 4' DIA. MN. RIM: 3975.41 INV IN (5, E): 3971.20 INV OUT (N): 3971.00 STA:3+38.00 OFF: 1.43'R LOT 358 a N a LOT 36 i5 I 9 n m g ei n �e m N p O 10 • • LOT 26A 3 N a �6-15 4' DIA. MH. RIM: 3979.52 INV OUT (N): 3972,28 STA: 5+54.79 OFF: 2.98'R HYDRANT ASSEMBLY STA: 2+79.08 OFF: 22.56'L 28.5 LF 6' DIA. C900 PVC WATER MARE 13"X 6° TE W/ 6" C.V. AND T.B. STA: 2+79.08 LO T256 OFF: 6-00'R 8"X 6" TEE W/ (2) 8" G.v AND T.B_ STA:1+72.36 OFF: 6.00'R i >E 5 LF 8" DIA. WATER MAIN INSTALL CAP, AND T B STA:1+67.5S OFF: 6.01'R i I i i 23 LE 8` DIA. 0900 PVC WATER MAIN INSTALL CAP, DLOW-gOFT, STA 1+72.39 OFF: 28.59'R 0 20 20 GRAPHICAL Dowxeistsbelmx Call Mare yeu41 DESCRIPTION ENGINEERING, 150 Rock Paint Drive Suite F Durango. CO 81301 S70-403-5085 PLAN No. C200 Project: Dare: 06T02118 Drawn By: AR Checked By: JP ��- M A T C 7 r - f X I S P N G �� G R A D E , R E M O V E A N D R E P L A C E D A M A G E D A S P H A L T , C U R B . O R S I D E W A L K A S R E Q U I R E D 3 9 9 5 3 9 9 0 3 9 8 5 3 9 8 Q' 3 9 7 5 3 9 7 0 - I p i B E G I N A L I G N N I 6 6 5 9 1 2 0 . 7 9 " 2 1 9 3 B H 4 1 = 1 + 0 0 . 0 0 P V I S T A , 1 + 2 5 . 0 0 P V I E L E V . 3 9 7 6 , 4 5 K : 1 7 , 1 4 L V C : 3 4 . 0 0 a l b e M A T C H E X I S T I N G G R A D E E V C E : 3 ! 7 o P A L I S A D E D R . - o ��- - i - - - - . . . o �� P V I E L E V : 3 9 7 7 . 5 8 K : 1 7 . 4 3 L V C : 3 0 . 4 0 4 U m 2 . - 2 5 % r s �% t r . J m 0 } m r n w w L - . - - - �� M I D B L O C K A D A R A M P S T A : 5 + 0 9 . 4 6 O S : 1 5 . 5 ' L S E E S H E E T C 3 D 1 F O R D E T A I L E D I N T E R S E C T I O N G R A D I N G M I D B L O C K A D A R A M P S T A : 5 + 0 9 . 4 6 D S r 1 5 - 5 ' R R 2 P n e s e a v E F O N R E D E V E L O P N E S 0 P A L I S A D E D R I V E P R O F I L E 1 E N D A L J r �� 1 9 r 6 6 6 8 6 0 4 . 3 9 E : 2 1 9 3 8 9 7 . 6 2 N 6 3 9 9 5 F I N I S H E R G R A D E 0 C L E 0 5 A D E G R A D E 0 5 3 7 u 1 . N e l t o 3 9 9 0 a m r e I I 3 9 8 5 r , w 3 9 8 0 L A N D S C A P E B E R M 3 9 7 5 3 9 7 0 I + 0 0 1 + 5 0 2 + 0 0 2 + 5 0 M ' a m �� N N m n . - o m Q C O �� m h 0 1 O 3 n O ' e r r , 7 M �% 0 1 M M . - 3 r 1 r ' ) Y N O n 3 . 1 r r n n 3 + 0 0 3 + 5 0 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 C U L O E S A C B E G I N A L I G N N : 6 6 5 8 6 7 9 , 3 6 E : 2 1 9 3 6 6 4 . 1 6 f \ . : C 3 9 3 9 9 5 3 9 9 0 3 9 8 5 3 0 8 0 3 9 7 5 M A T C H E X I S T I N G G R A D E 3 4 7 0 " G R A V E L A : 1 1 + 3 3 . 6 0 . 2 g . 9 3 ' L A S P y 1 A L T S T A : 1 + 7 8 . 0 1 O F F : 0 . 0 0 ' * E , r S E E S H E E T C 3 0 1 , 4 F O R D E T A I L E D N T E R S E C T I O N G R A D I N G I B I S L A N E > ��I S T A : 1 + 2 5 . 4 9 O F F : 3 7 . 1 4 ' R G R A V E L C U L D E S A G 0 0 . 5 7 M I N . 1 5 3 0 G R A P H I C A L m e w w o e s b e l o w . C a l l n e e a r a y o u t h s f L E I N S T A L L 1 ' T A L L B E R M B E T W E E N H A C K O F C U R B A N D R O W O [ B I S L A N E P R O F I L E o N 3 9 9 t i w r + r �� I I o + o @ 6 n . 3 9 9 0 ��m a m m 1 1 a 4 w I I 3 9 8 5 1 ��w 0 4 3 r c �� W F I N I S H E D G R A D E + g C L 3 9 8 0 1 1 O D G R A V E L B E G I N T Y P I C A L S T R E E T S E C P O N A S P H A L T 0 . 7 6 % E X I S T I N G " G R A D E 3 9 7 5 3 9 7 0 I �� a n n m n r 7 n M n 6 n 1 + 0 0 1 + 5 0 2 + 0 0 2 + 5 1 3 3 + 0 0 M J W l i N O = a C L - 2 C D l a a C g I L I C O f / ) J �� W a C �� a W W W c e E N G I N E E R I N G E L c 1 5 0 R a c k P a i n t D r i v e S u i t e F D u r a n g o , C O 6 1 3 0 1 9 7 0 - 4 0 3 - 5 0 8 8 P L A N N O . C 3 0 0 P r o j e c t : D a t e : 0 8 7 0 2 / 1 6 D r a w n B y : A R C h e c k e d B y : J P EL:3979.54 EL: 3979.58 Fl.: 3979.05 F. rEL-3979.10 DEL.-3979.1fi w - 3979.51 337839 -TBC. 3279 45 EL. 39 5,G3 EL: 3979.34 TBCr 3979.46 EL:3979.03 3979.00 EL: 3979-48 3979.07 EL:3979.56 EL:3979.57 EL: 3979.12 papwp of°�oia u oie°fl � DEL: 3979.69 EL: 3979.71 3979.60 TEC: 3979.62 \--EL: .3979-10 \-EL: 3979.11 p Oepq pppppo uoap -FL.- 3979-5G• .3979.36 EL: 3979.11 FFL. 3979.10 THC: 3979.60 EL: 3979.88- EL: 3979.71-7 -EL: 3979.18 EL: 3979.08 TBC: 3979.62 EL: 3979.68 EL: 3979.92 7HC: 3979.? -MC: 3979,58 9 96-- 4 �FL: _3979.2E_.. -- -_. EL: 3980.06 \..�...' ;--+:` EL: 979,64 Q 3979.46 i' T13C: 3979,54 FL: 3979.04 FL 3979 45 �--FP : 3979-55 (k-EL:3979.35 ; F r: 36C: 3979.04 BC: 3979.5, i- o xs s GRAPHICAL SCALE (FT) K.eow w1w15 below. C9ii hellueyou dig. DESCRIPTION M N w J Lf,a a• 0E- w zn > 0 ai 111 • w O . w w H 2Z ENGINEERINGLLc 159 Rock Point Drive Suite F Durango. CC 81301 970-403-508d PLAN NO. C301 Project Date: 08092118 Drawn By: AR Checked By: JP 50' ROW - 4.5' 5.0' -1 2.5' I 26' STREET TYPE 0 CURB AND Cu TTER 2.07 2. U7 6" BASE COURSE TYPICAL STREET SECTION PALISADE DR. 4.5' 50' ROW _z.ox 26' STREET 2.5' H 5 Cr e s= COURSE 4.5' 'ATOEWALKT Z,' zox TYPE 0 CURB AND Gu TTER a'RF Ol P..CTEU SIrBQGflAD s - LT BASE COURSE TYPICAL STREET SECTION IBIS LANE f, 9.5' 9' WIDE LANDSCAPE BERM H = 1CREST W = 3' 3,1 SIDE SLOPES Curb and gutter 1. GENERAL A. Vadance horn specified dimensions and slopes must he acceptable to the ENGINEER. System configuration may be changed at ENGINEER'S discretion. B. Additional requirements are specified in APWA Section 32 16 13, 2. PRODUCTS A. Base Course: Untreated base course, APWA Section 32 11 23. Do not use gravel as a base course without ENGINEER's permission. B. Expansion Joint Filler; 1/2-inch thick type F1 full depth, APWA Section 32 13 73. C. Concrete: Class 4000, APWA Section 03 30 04. If necessary, provide concrete that achieves design strength in less than 7 days. Use caution; however, as cancrele crazing (spider cracks) may develop if air temperature exceeds 90 degrees F. D. Concrete Curing Agent: Clear membrane forming compound with fugitive dye (type ID Class A). APWA Section 03 39 00. 3. EXECUTION A. Base Course Placement APWA Section 32 05 10. Thickness is 6-inches if flow - line grade is 0.5 percent (s=0.005) or greater. If slope is less, provide 8-inches. Maximum lift thickness before compaction is 8-inches when using riding equipment or 6-inches when using hand held equipment, Compaction is 95 percent ar greater relative to a modified proctor density, APWA Section 31 23 26. B. Concrete Placement: APWA Section 03 30 19. l j Install expansion joints vertical, full depth, with top of filler set Flush with concrete surface. Install at the start or end of a street intersection curb return. Expansion joints are not required in concrete piecernenl using slip -form constructon. 2) install contraction joints vertical, 1/8-Inch wide or 114 slab thickness if the slab is greater than 8-inches thick. Match joint location In adjacent Portland -cement concrete roadway pavement. 3) Provide 112-inch radius edges. Apply a broom finish. Appty a curing agent. C. Protection and Repair. Protect concrete from deicing chemicals during cure- Repair construction that. does not drain. If necessary, fill flow -line with water to verify. 205.1 6� 9-3/4- Werra 3ErAw3 Cr163 BEADRE RAMC ACA9dT L'P on GuITER 2" CC ITRA eau d01NT a�-KF1li- -1 Gyp) is, j YI GS 4.-6• -:- �• &SEE CONCRETE AREA = 1.665 SO Fr. Type A Ci'R7rETE AKA = 1917 So. FT_ 16aSTAta COACRETE SHOT Nf COMTRACI7 4. IP TS, .2" IfAf OUAQF9 COD JONT (SEE PLAN 206i JOINT DETAIL LOWCRETE AREA = F.426 so. Fr Type 3 2" Ta- coduETE AREA - 1.674 SO. FT. Curb and gutter connection GENERAL A. Connect new curb and gutter la existing curb and gutter that has not been placed by CONTRACTOR. PRODUCTS A. Reinforcement: Galvanized ar epoxy coaled, 60 ksi yield grade steel, ASTM A615- B. Adhesive: Epoxy adhesive grout, APWA Section 03 61 09. C. Bond Breaker, Paraffin wa%, lithium grease, or other semi -solid, inert Vubricanl. D. Expansion Cap: Plastic, with har movement allowance of 1/2-inch. 3. EXECUTION A. Ensure drill rigs (or jigs) are set at mid -depth of the gutter and horizontal to the surface. Make hole size large enough to account for dowel bar and adhesive. B. Clean holes and dowel bars of dirt, dust and particles. Ensure coaling on bars have no surface defects, C. Place bonding agent in the hack of each hole so adhesive flows out around each bar fully encasing it.. DO NOT apply adhesive Id end of the bar and then insert the bar into the hole. D. insert dowels with at least ace full fuming motion and if necessary, place a grout retention disk on the dowel after insertion la contain adhesive, E. Apply cemplele coverage of bond -breaker on the protruding end of each dowel. F. Install expansion caps on protruding dowel bar ends. 206 ADHESIVE ernavnori 6.16 Na. 5, CANA.02[13 ON EFOrt COAT) SKOAI STEEL DONEL- BAN 16" LONG (manila CURS AND CATER l.. / // !! / 7- ! I // '! /,. /!71 ! IIi ! 0. .0 / ! ) / 0./! ! / 7- .0. / ! 7' .7 I ! / /! /.7 / !!! ll /! `.EGANSHIN ra / APPLY FULL COVERAGE BONb-BREAKER tO AROTteMvnc SAR ELOw Holz CLEAN AND AMY BONDING AGENT TO DiD OF HOLE BEFOM WSERT1NG DOWEL Hra *newmit6tY below Pull before you dlg. ENGINEERING, 150 Rack Point Drive Suite F !Durango, CD 81301 970-003-5068 PLAN NO. C400 Project Gale: 08102/18 Drawn By: AR Checked By. JP 14Utah Chaff Curb and gutter Feel 205.1 Ze.m..-4ter 2E05 MUM Utah Chapter Curb and gutter connection PSon 206 r ems Sidewalk 1.. GENERAL A. Variance from specified dimensions and slopes must be acceptable to the ENGINEER. System configuration may be changed at ENGINEER's discretion. B. Additional requirements are specified in APWA Section 32 16 13. 2. PRODUCTS A. Base Course: Untreated base course. APWA Section 32 11 23. Do not use gravel as a base course without ENGINEER's permission_ B. Expansion Joint Filler: 1i2-inch thick type F1 fuil depth, APWA Section 32 f3 73. C. Concrete: Class 4000, APWA Section 03 30 04. If necessary, provide concrete that achieves design strength in less than 7 days. Usa caution: however, as concrete crazing (spider cracks) may develop if air temperature exceeds 90 degrees F. D. Concrete Curing Agent: Clear membrane forming compound with fugitive dye (Type ID Class A). APWA Section 03 39 00. 3. EXECUTION A. Base Course Placement APWA Section 32 05 10, Maximum et thickness before compaction is 8-inches when using riding equipment or 6-inches when using hand held equipment. Compaction is 95 percent or greater relative to a modified proctor density, APWA Section 31 23 26. B. Concrete Placement: APWA Section 03 30 10. 1 j Install expansion joints vertical. full depth, with top of Filler set flush with concrete surface. 2) Install contraction joints vertical 1/8-inch wide or 114 slab thickness if the slab is greater than 8-Inches thick_ Maximum length to width ratio for non -square panels is 1.510 1. Maximum panel length (in feet) is 1.5 times the slab thickness (in inches). 3) Provide 1/2-inch radius edges. Apply a broom finish. Apply a curing agent. 231 EXPANSION J01m ROADWAY nr,Gi -\\ 1'4C)i PLAN A • IF ORiVEWAY APPR01EFIE5 ARE NOT AVARADAR PROVIOE S FEET SNARE FLATNORK AT WTERVALS OF 200 FEET YADMIJY CNOTUET10N r FAPANSION &C TT TAMP Niti STREET TYPE O RESIDENTIAL DOH PARR STRIP) 4 RESEfMwL QM PARK STRIP) :ITI-I n' O REPiANG DaSTNG SANDRALlr MATCH ExeOhle (4" TAN.) SEE EIRNEWlY APPROACH PLANS FOR StOENAIX PpJOYESS AT OiLVEVIAYS WIDTH AS SPEXTRED IX ERN Zi WAX 111 1_ I SECTION B-B CartcAErX flASE COURSE SECTION A -A �ExPAYs1oR :own coefexcees -roses L II1III I ri1 I 1 1 1 I Ijli W I 80' (*r—) 1 f LAW L On fast) i• 15 p Ip CM :wt.) EETr` 15 FMAN SIDEWALK JOINT DETAIL Detectable warning surface 1. GENERAL A. Detectable warnings consist ei a suriace of truncated domes aligned in a square or radial grid pattern with dame size, dome spacing, contrast and panel size as indicated. C. Definitions and supplemental requirements are specified in APWA Section 321614. 2. PRODUCTS A. Pavers' 1) Concrete, APWA Seclion 32 14 13_ 2) Brick and Mortar, APWA Section 32 14 16. B. Tie: Unless indicated elsewhere, selection is by CONTRACTOR as allowed by ENGINEER. C. Ribbed Composite Panel: Unless indicated elsewhere, selection is by CONTRACTOR as allowed by ENGINEER. D. Bedding Sand. Joint Sand, Geotextile: APWA Section 32 14 13. 3. EXECUTION A. Layout: 1) Joints Between Units: 3r16 inch maximum or manufacturers recommendation, 2) Flares: Do not install detectable warning units on flared surfaces. 3) Alignment: Where a ramp. turning space. or blended transition provides access to the street continuously around a comer, align the vertical rows of truncated domes to be pereendfcutar or radial to the grade break between the ramp and the street for a 4 feel minimum width for each crosswalk served. 4) Transition 1 or 2: Selection is by ENGINEER unless indicated elsewhere. 5) Al Ralf Crossings: The edge of the detectable warning surface nearest the rail crossing is 5 feel minimum and 15 feet maximum from the centerline of the nearest rail. B. Paver Installation: APWA Section 32 14 13. €f paver must be cut, minimum paver cut length is 3/4 paver, or 1/2 paver length providing the adjacent paver is also reduced no more than 112 its original length. Do not cut pavers longitudinally. Remove domes that were cut. C. Tile Inslailallon: Install according to manufacturer's recce -emendations. Remove domes that were cut D. Ribbed Composite Panel Installation: Install according to manufacturer's recommendation. Remove domes that ware cut. Seat eats to prevent water intrusion. 238 LS' TO ia- I ®oo I© © SO TO F1,1 OF RASE BARTER ELM 1 r` { A� a RFCftON TRUNCATED DOME DETAIL PERPENDICULAR ASSEMBLY MAAR zs a Or flies OCENAG SAND 1- jRA trnii eiQJS AT FDF®1CORTAUFS FILE WASS tint PEA FA RM_ EMU NINES WM SIDITE nRE STYLE P @LACE BRE. utefr NOT CROSS PORED AREA OPT... TAG AREA No, UCLA* OLTEC*ANIE wNlN110 9NFAcE D6a COMCR FAST Talor &r:T pF awe LRE TRAN9R10N 1 aALlc o re:�e TUN-SIMON z ROW LINE NON -PERPENDICULAR ASSEMBLY STYLE R r STYLE T Trench back fill 1. GENERAL A. The drawing applies to backFllling a trench (and embankment) above the pipe zone. 2. PRODUCTS A. Backfill: Common fill, APWA Section 31 05 13- Maximum particle size 3-inches. B. Flowabie Fill: APWA Section 31 05 15. Target is 60 psi in 28 days with 90 psi maximum in 28 days, ft must Flow easily requiring no vibration far consolidation. 3. EXECUTION A. Trench Bacldill Above the Pipe Zone_ Follow requirement indicated in APWA Section 33 05 20 and the following provisions- See Standard Plan 382 for baekfiling the pipe zone. 1) DO NOT USE sewer rock, pea gravel, or recycled RAP aggregate as 'trench backlit, 2) Maximum lift thickness is 8-inches before compaction. Compaction is 95 percent or greater relative to a standard proctor density, APWA Section 31 23 26. 3) Water jetting is NOT allowed. B. Flowable Fill: If controlled low strength material is placed In the trench_ Cure the material befare placing surface restorations. C. Embankment Backfill: When trench sides are sloped proceed as folfows. 1) Maximum Lift thickness Is 8-inches before compaction. 2) Compact par APWA Section 31 23 26 to 95 percent or greater relative to a standard proctor density. 3) Subreissien of quality control compaction test result data may be requested by ENGINEER at any lime. Provide resuits of tests immediately upon request. D. Surface Restoration: 1) Landscaped Surface: Follow APWA Section 32 92 00 (lurf or grass) or APWA Section 32 93 13 (ground cover) requirements. Rake to match existing grade. Replace vegetation to match pre-construCtion conditions. 2) Paved Surface: Follow APWA Section 33 05 25 (bituminous pavement surfacing), or APWA Section 33 05 25 (concrete pavement surfacing). Do not install surfacing until compaction density is acceptable to ENGINEER. _ 381 NARRATM- DES PLAN SNOWS YOWLS Sr OPM REFOy1IENDEp FOR VARIOUS TYPES OF SLOPE STARRETT PRORLEWS. THE VEtrirw. TEFF INDICATES VARIOUS LiA1ER'ALS 'NAY WY BE ENCOUNTERED. THE SERNACES Of A PROFESSIONAL SOILS ENGINEER SHOULD OE USED TO VERIFY' SLOPE STARRETT. o� �g r� 0 PAVEIRDIT RESTORATION (PLAN 255 OR 2511) LANDSCAPE RESTORATION LUSti SIC 14ARFaNC TAPE MAX OEM FB' BELOW FINAL SURFACE f 6E ZONE (SEE CL4MNGs OR PLAY 392) .v g1 (rYP) SPOIL 511511►J lli'7ri1`J��I1010101025y t P nL M OF 1RE,ACN Is 17¢ATe? WAN 4 FEET ANd SHOWS OR TRENCH SUPPORTS ARE MOT USED. SiCPES Ar7 REOVHED. SEE OSiiq REGL1Ar10F M W N Q 2 a F F (l% W a cire • a W re a W 2 ENGINEERING,, 150 Rock Point Drive Suite r Durango. CO 81301 970-403-5088 PLAN NO. C401 Project: Date: 08/02/18 Drawn By: AR Checked By: JP At Ufa. Sidewalk Bah 231 Motes 20J9 Detectable warning surface taa, 238 Jaa CDT= sUtah Chaptee � Trench backtill Prat 381 Ady ;pis Pipe zone backfill 1. GENERAL A. Install the pipe in the center of the trench or no closer than 6-inches from the wall of the pipe to the wall of the trench. 2. PRODUCTS A. Base Course: Untreated base course. APWA Section 32 11 23. Do not use gravel as a base course without ENGINFER's permission. B. Backfill: Common fill, APWA Section 31 05 13_ Maximum particle size 2-inches. C. Concrete: APWA Section 03 30 04. D. Flowable FiIC Target is 60 psi in 28 days with 90 psi maximum in 28 days, APWA Section 31 05 15. It must flow easily requiring no vibration For consolidation. E. Stabilization -Separation Geolextile: Moderate or high at CONTRACTOR's choice, APWA Section 31 05 19. 3- EXECUTION A. Excavate the Pipe Zone: Width is measured at the pipe spring line and includes any necessary sheathing. Provide width recommended by pipe manufacturer. Follow manufacturer's recommendations when using trench boxes. $. Foundation Stabilization: Gel ENGINEER's permission before installing common fill. Vibrate to stabilize. Installation of stabilization -separation geolextile will be required to separate backtfll material and native subgrade materials if common fill cannot provide a working surface or prevent soils migration, C. Bedding: Follow APWA Section 33 05 20 requirements and the following provisions. 1) Furnish unhealed base course material unless specified otherwise by pipe manufacturer, 2) Maximum lift thickness is 8-inches. 3) Bedding immediately under the pipe should nut be compacted, but loosely placed. 4) Compaction is 95 percent or greater relative to a modified proctor density. APWA Section 31 23 26- 5) When using Concrete, provide at least Class 2,000, APWA Section 03 30 04. D. Pipe Zona: DO NOT USE sewer rock, pea gravel, or mcycled RAP aggregate in the pipe zone. Water jetting is NOT allowed. 1 } Maximum litt thickness is 8-inches before compaction, Compaction Is 95 percent or greater relative to a modified praetor density. APWA Section 31 23 26 unless pipe manufacturer requires more stringent installation, 2) Submission of quality control compaction test result date developed for the haunch zone may be requested by ENGINEER at any time, CONTRACTOR is to provide results of leafs immediately upon request. E. Rowahle Fill (when required and if allowed by pipe manufacturer): I) Place the controlled low strength material, APWA Section 31 05 15. 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. 382 i A ELEVATION VIEW SEC110t1 A -A INSTALLATION CON= PIM rCP1Ow SPA a 1474 pyres vorx r.106 CE PPFt. 4! mv,�Tr' S ,e. ova. PN[- 45i vI:MDR Ns 4G 'swaoC PP.- Fe01( 0 Zi24y 36 .rs.. ar ar r,4p�nnusle PE ru serors .ro o*�a matxr-nee 4m1.1.74425. COPR_•C„[ M 1Err& PPE Tee.Orr And A 79e .44-`Yi r�1 palruvC r49HR-LL� 031413.6.41. WE. PTE e4.5LrR� KA 9l 4.1.1.24:4�£R VI :CLA2 210E- FOLLOW Asre C 12- -51u.'»C .4 414. urwffca PeE 40E2 30" Frame and cover 1. GENERAL A. The frame and cover fits the manhole in Plan 411. 2, PRODUCTS A. Castings: Grey iron class 35 minimum, ASTM A46, Coaled with asphalt based paint or better (except on machined surfaces). 1) Cast the heal number on the frame and cover. 2) Give the frame and cover a machine finish so the cover will not rock. 3) d designates machined surface - 4) Cast the words'SEWER" on the cover in upper case flush with the surtace finish. 3. EXECUTION A. Except in paved slreets, provide locking manhole covers in easements, alleys, parking lots, and all other places. MP and tap two holes Lo a depth of 1•inch at 90 degrees to pry hole and install 3/4 x 3/4-inch ellen socket set screws. 402 A 24 3/4" 2a r/2' 25' 23 1/r 30' 110111AL 35 3/4' DUST PAN 1 SECTION A -A Sanitary sewer manhole 1. GENERAL A. The drawing shows typical pipe Connections. Refer to construction drawings for connection locations or refer to field location of existing piping when engineering pipe connection to the manhole_ B. Manhole size, 1) Diameter is 4 feet: For sewers under 12" diameter. 2) Diameter is 5 feet: For sewers 12" and larger, or when 3 or more pipes intersect the manhole. 2. PRODUCTS A. Base Course: Untreated base course, APWA Section 32 11 23. Do no! use gravel as a base Course without ENGINEER's permission. B. Backfill: Common fill, APWA Section 31 05 13. Maximum panicle size 2-inches. G. Concrete: Class 4000, APWA Section 03 30 04. D. Riser and Reducing Riser: ASTM C478. E. Reinforcement: Deformed. 60 ksi yield grade steel, ASTM A615. F. Grout: 2 parts sand to 1 part cement mortar, ASTM C1329. G. Stabilization -Separation Geolextile: Moderate or high at CONTRACTOR's choice. APWA Section 31 05 19. 3. EXECUTION A. Foundation Stabilization: Get ENGINEER's permission to use a sewer rock or a granular backTiill borrow in a geolextile wrap to stabilize an unstable foundation. 8, Base Course Piacement: APWA Section 32 11 73. Maximum lift thickness is fl- inches before compaction. Compaction is 95 percent or greater relative to a modified proctor density. APWA Section 31 23 26. C. Invert Cover. During construction. place invert covers over the lop of pipe in manholes that currently convey sewerage. See Plan 412. D. Pipe Connections: Grout around all pipe openings- E. Pipe Seal: Install rubber -based pipe seals an all plastic pipes when connecting plastic pipes to manholes. Hold water -stop in place with stainless steel bands. F. Joints: Place Flexible gaskel-type sealant in all riser joints. Finish vnth grout. G. Adjustment: If the required manhole adjustment is more than 1'-0', remove the cone and grade rings and adjust the manhole elevation with the appropriate manhole section, the cone section, and the grade rings or plastic form to make frame and lid match finish grade. H Finish, Provide smooth and neat finishes on interior of cones. shafts, and rings. Imperfect. moldings or honeycombs will not be accepted. I_ Backfill: Provide backrill against the manhole shaft. Pea gravel and recycled RAP aggregate is NOT ALLOWED. Water jetting is NOT allowed_ Maximum He thickness is 8-inches before compaction_ Compaction is 95 percent or greater relative to a standard proctor density, APWA Section 31 23 26, 411 A CONCRETE COWn (Pµ4 413) aACKEILL N L Paellate BASE ' P SECTION A -A CONSTRUCT FLOW THROUGH TROUGHS PLAN (CONGEllirnc RISER) j A PLAN (c-CtEntRic Rm%) FAME NIT COVER [(PUN 402) CRAM Rocs ARE 562011r Pusnc FORM IS ACCEPTABLE (PLAN 3601 NALL -01 1L•N55 4 3/4- 14..autai CCRC AtU} LASERS PSTM C 4}a DETAIL (w41447PO4M AllEAS) REMOVE t`PPER 1/3 OF PIPE Ar e1 armor." R t.Eieo. r'moKpE tiCS6R 9FiF 1Nn1 SLOPE aF r,5• Pr 12' A ]5 50 GRAPHICAL SCALE (FT) ENGINEERTNG„c 150 Rock Point Drive Suite F Durango, CO 81301 970-403-5088 Project: Date: 0✓jl02t18 ARM -Utah Chapter Pipe zone backfill Pion 382 is q 2011 30" Frame and cover 402 Utah Chapter r4,A ias2 AfiEjM Pico Y• h Chapter new Sanitary sewer manhole 411 .� atr, 1 Cover collar far sanitary sewer manhole 1. GENERAL A. In a pavement surface, the concrete wilt support the frame under traffic loadings. 2. PRODUCTS A. Concreiei Class 4000. APWA Section 03 3094. B- Concrete Curing Agent Type ID Class A (clear with lugitive dye). membrane forming compound, APWA section 03 39 00. 3. EXECUTION A. Pavement Preparation: Provide a neat vertical and concentric joint between the concrete collar and the bituminous payment surface. Ciean edges of all dirt, oil, and loose debris. B. Concrete Placement: Fill the annular space around the frame and cover casting with concrete. Apply a broom finish. Apply a curing agent. 413 A CONCRETE TO BE SET tie IYN TO 1/r• 14X BELOW PA4EMENT LIP ALL AMMO MAEDA DROSS SLOPE GRADE GRADE fENOS ARE SNOW HASTE FCNN S ARE ACCEPTABLE (PLAN 360) SECTION AAA CONCRETE CiTER COLLAR Sewer lateral Connection 1. GENERAL A. Before Installation, secure acceptance by ENGINEER for all pipe, fittings, and couplings to be used. B. Before backfilling, secure inspection of installation by ENGINEER. Give at least 24 hours notice. C. Verify if CONTRACTOR or agency is to instalt the wye. 2. PRODUCTS A_ Base Course: Untreated base course, APWA Section 32 11 23. Do not use gravel as a base course without ENGINEER'S permission. B. Backfill: Common fill, APWA Section 31 05 13- Maximum parlide size 2-inches. C. Provide agency approved wye or tee with appropriate donul- D. Stainless steel straps required. 3- EXECUTION A. Tape wrap pipe as required by soil conditions. B. Remove core plug from sewer main. Du not break Into sewer main to make connection. C. Base Course and Backfill Placement: Maximum iift thickness is 8-inches before compaction. Compaction Is 95 percent or greater relative to a standard proctor density. APWA Section 31 23 26. 431 A 12" CAST EON DR BRASS CLAN DLIT PLUG NO -True COUPENG i 4` PIPE wrE TRETE. flExTT4L .ir(PIAN 361 ANO Vat) NO Kra CCUPUNG MADE 61 xENTS 4- PIPS - 205. 4®1 6- PIE - LOS Mil. e SEND SADDLE PER n:ET:C' RELTWENEN15 (RV KITH WATER TABLE DM WAX fEOUNED) GROUT AROUND ONNECTION TO SEWER LwN SEKUT LATERAL CTOTN TO BE 45' TO THE COMM OF SE3w71 MACH PPE IONE (PLAN 362) Fire hydrant with valve 1. GENERAL A. Before backfilfing, secure inspection of installation by ENGINEER. B. Additional requirements are specified in APWA Section 33 11 00. 2. PRODUCTS A. Hydrant: Dry barrel, AWVVA C502, B. Thrust Books: Concrete Class 4000, Apvm Section 03 30 04, C. Reinforcement: Deformed, 60 ksi yield grade steel, ASTM A615. D. Backfill: APWA Section 31 05 13. Maximum particle size 2-inches. 1) Sewer Rock: ASTM Size No. 3 (2• to 1") or larger. 2) Other Type of Common FR CONTRACTOR's choice,. E. Geotaxtile: Stabilization -separation fabnc, APWA Section 31 05 19. 3. EXECUTION A. Installation: 1) Provide at least 1 cubic yard of sewer rock around drain hole at base of hydrant spool. Wrap geotextile around sewer rock and tape geolextile to hydrant spool to prevent silting of sewer rock. 2) Paint fire hydrant to agency's fire hydrant paint code. 3) Apply non -oxide grease to all buried metal surfaces. Wrap with polyethylene sheet and tape wrap, 4) Notify fire department as soon as hydrant Is placed in service. B. Thrust Blocks: 1) Before pouring concrete. wrap pipe system with polyethylene sheet to prevent bonding of concrete to pipe system. 2) Not required for flange or welded pipe systems. C. Backfill: Maximum €ifi thickness is 6-inches before compaction. Compaction Is 95 percent er greater relative la a modified proctor density, APWA Section 31 23 26. 511 GRADE PAW SPOOLS FASTEN OEOTEXT E TO SPOOL MITH TAPE WY-AT10NS WO CREASE AND wR.w 4 1 1/2- PENTAGON OPERATING NO {nPE 5 LEM PAINT BONNET PER RAWA C5G2 OlDaN - MASS I (1000 GPM On WEA1ER) ORANGE - CLASS 6 (5120 TO low GPM) Re) - CLASS C (IFSs THAN 50O GP1n TMRLIST BLOGN (PLAN sal) o� SLID ��SLEEVE CONCRETE COU.PS1 (PLAN D74) THRUST BLOCW (PLAN 551) Arm WRAP WEN SPOOL LENGTH NS GOWER MAN t6 FEET. REFtre MTN ACINCY IF AN ADDRION. VALVE 6 RECORD) AT THE KRANr LEGEND No. lift DESCFJPnON O FLU WORN? MOM CS02 � 0 VALVE BOX VOW 12) 2-FILE CAST RON © GCE w4.v6 W M 2• X 2- NOT MIN C5OS O lkr INN {25 / FLANGE A1YMA CI rO • F'LSOCSOU OY utalh AGENCY SECTION NrI6w ours below. Ca11 before pulls ❑ESCRIPTION ENGINEERING, 150 Rock Point Drive Suite F Durango, CO 81301 970-403-5088 PLAN NO. C403 Project Date- Oal02/18 Drawn By: AR Checked By: JP *Utah Chapter Cover collar for sanitary sewer manhole Pan 413 sepsmmer 21201 ir(Ifahfi� Chapter'� Sewer lateral connection Pim 431 1121.21 117ef: Chapter. Fire hydrant with valve Rem 511 F@vray 20{1 Wafer service line 1. GENERAL A. Before backfilling. secure inspecton of installation by ENGINEER. 2. PRODUCTS A. Fittings: Provide brass fittings and nipples_ Do not use galvanized materials. B. Backfill: Common fill, APWA Section 31 05 13_ Maximum panicle size 2-inches. 3. EXECUTION A. Backfill: Maximum lift thickness is 8-inches before compaction- Compaction is 95 percent or greaser relative to a modified proctor density, APWA Section 31 23 26. 541 Direct bearing thrust block 1. GENERAL A. Thrust design for pipe sizes or configurations not shown require special design, B. Bearing areas, volumes, and special thrust blocking details shown on Drawings take precedence over this plan C. Reslraint sizing is based upon a maximum operating pressure of 150 psi and a lest pressure of 200 psi, and a minimum soil beartng strength of 2,000 psf. Operating pressures in excess of 150 psi or soils with less than 2.000 pound bearing strength will require special design. D- Before baokfining around thrust block, secure inspection of installation by ENGINEER. 2. PRODUCTS A. Base Course: Untreated base course, APWA Section 32 11 23. Da nal use gravel as a base course without ENGiNFER's permission. B. Backfill: Common fill. APWA Section 31 05 13. Maximum particle size 2-inches. C. Thrust Backs: Concrete Class 4030, APWA Section 03 30 94. D. Grease: Non -oxide poly -FM. 3. EXECUTION A. Pour concrete against undisturbed soil. B. Pipe Joints: Do not cover with concrete. Leave completely accessible. C. Grease: Apply grease to all buried metal surfaces. Wrap with polyethylene sheet and tape wrap. D. Locking restraint devices may be used in conjunction wilh concrete thrust blocking (at discretion of ENGINEER). E. Base Course and Backfill Placement: Maximum lift thickness is 8.inches before compaction. Compaction is 95 percent or greater relative to a modified proctor density, APWA Section 31 23 26, 561 E Rik6 AREA (ITP) THE AREA (a 92.411114a PER T1A9115r aux< TO EQUAL 1/2 Tiff AREA v-cwW1 FOR Tiff LARGEST PPE OR FIIT,M SZE Y; eM1 02.Rj04 AKA w SD. FT 1e a: m 4g Vt s m -V ; 4 h n N g � c 2 3 z 2 2 li 4 55 3 15 2 4. 6s 13 5 225 23 1r 14 25 14 63 3 16 O as as 35 4 16 2s 34 215 65 6 26 72 52 233 143 6 16 st 24 41 21 12 36 !7 114 62 $i 16 lul 314" and 3"Service taps 1. GENERAL A. Before backfilling around taps. secure inspection of installation by ENGINEER. 2. PRODUCTS A. Base Course: Untreated base course, APWA Section 32 11 23. Do nol use gravel as a base course without ENGINEER's permissian. B. Backfill: Common fill, APWA Section 31 05 13. Maximum particle size 2-inches. C. Tape: Teflon tape is required on all laps. 3. EXECUTION A. Tapping! Place taps a minimum of 36-inches apad. Use a tapping Viol which is sized corresponding to the size of the service line to be Installed. Na laps within 36- inches of and of pipe. B. PVC er AC Plpe: A service saddle clamp is required on all PVC and AC pipe taps unless specified otherwise. C- Base Course and Backfill Placement: Maximum lift thickness is 8-inches before compaction. Compaclion is 95 percent or greater relative to a modified proctor density, APWA Section 31 23 26. 551 SADDLE CLAMP TAP 2 .kf AaGIE on AS to REWIRED Err 013,01 OF 1.011,0! f DUCTILE IRON DIRECT TAP {PIPE t2' OIAtE1ER ONLY) LEGEND 1434 • Mai EfEalsmoN � PPE 7Tpr NT eORPaAallan STOP aaA55 I SEavlr SApptE CLAW L. ea_ x.c.5 •• SFArleE MIME CLrd� 131,3Tim,) LITETr YA2e APE(ELL C - AL. P31.C.) m3c—Ir 46A9r Pet (DUCTYE Sam4 (Du.) seem • RALrSAELI sY yffIXT( AWicr 51 e r3 APE 14gY w niter -exam c9 w N a a a LY J c m a W cc O. LLI ENGINEERINGLcc 150 Rock Point Drive Sure F Durango, CO 81301 970403-5088 PLAN NO. Project: Date: D8102118 Drawn By AR Checked By: JP ALleaerChapterUtah Water service line 541 ARM — Utah Chapter Direct bearing thrust block Pan 561 tRala chapter 3l4" and y" Service taps 551 Fe?vw) 2011 111 Fr. UTILITY EasEMENT 5 Fr. EACH SIDE or LoT LINE fTYP.I 3SVHd aanind PHASE 2 LOT 32A LOT 32B FINAL PLAT OF THE PRESERVE, PHASE III A SUBDIVISION LOCATED IN THE SE -}OF SECTION 35 TOWNSHIP 25 SOUTH, RANGE 21 EAST SALT LAKE BASE AND MERIDIAN N 89°54'39" E 292 06' PHASE 2 LOT 53 116.44 2500' I 25.00' _ 126,Of' I ll� LOT 34 I D d d N BB°54'19• rT76,07' Fri\ LOT 33A 5106 Sq. Feet 0.12 Acres (TWINHOME) N 8916419' E 55605' LOT 338 5106 Sq, Feet 0.12 Acres (TWINHOME) N 89'54'39" E 116.06' 8705 Sq, Feel 0.20 Acres LOT 35A 5107 Sq. Feel 0.12 Acres (TWINHOME) N 09'54'39' E 116.08' m 4 Ia FF UTILITY EASEMENT 5 Fr EACH SIDE OF LOT LINE fTYRI TEMPORARY TURN AROONO EASEMENT RECORDED' 000A . RAGE_ ENTRY lye. 10 FT UTILITY EASEMENT ( YE FRONT LOT LINES) LOT 35B ma Sq. Feel 1112 Acres (TWINHOME) N 69°5439E T16:09 LOT 36 8708 Sq. Feet 0.2D Acres N 8Y91u4'39' E-116111 r I ror 1-3 LOT 37A 6713 Sq. Feel 0.15 Acres (TWINHOME) N 89'54'39" E 118.17 LOT 378 6659 Sq. Feet 0.15Acres (TWINHOME) N 8915229' E 100.66' N 89'57291E 141,14' IBIS LANE 166.14' IN lu 1� m I I -J LOT 54 9419 Sq. Feel Cr 22 Acres 589'5498'W 125.33 LOT 55A 55013 Sq. Feet 0.13 Acres (TWINHOME) s 89154118"1N 124.93' EAST i CORNER SECTION T253, R27 E. E, SLOW (FOUND MONUMENT) 1 oa ® West 660,25' 7` o48 (TIE( I I n IN IN 16 LOT 558 5486 Sq. Feet 0,13 Acres (TWINHOME) S 8915406" Pir124.62 L r-- LOT 56 9313 Sq. Feet 0.21 Acres 19' WIDE SEWER EASEMENT S 89'54'08' W 123.83' LOT 57A 5440 Sq. Feel 0.12 Acres (TWINHOME) 589'54'08'W 12143' 7 v J 0 a 0 17 C, rn s 89 LOT 57B 5422 Sq, Feel 0.12 Acres (TVYINHOME) L Sg'Ya4'U13'W T23.02 ALGER FAMILY TRUST O Ie FT. prom EASEMENT 5 FT EADI SIDE OF LOT LINE �ITYP1 LOT 58 9201 Sq. Feel 0.21 Acres S 89'540BeW 12233 S r T LOT 59A 5374 Sq. Feet 0.12 Acres (TWINHOME) 5 89'54'08' W 121.93' to FT. MILKY EASEMENT EXTERIOR SUBDIVISION T (TYPJ LOT 59B 5665 Sq. Feet 0,13 Acres (TWINHOME) 1215.E S 89°52'29" W 287.64' MOAB CITY SOUTHEAST CORNER SECTION 35, T25S, R21E, SLBBM y (FOUND MONUMENT) GRAPHIC SCALE 30 U 15 3o fi0 SURVEYOR'S CERTIFICATE I, Lucas Blake, certfy that I am a Professional Land Surveyor as prescribed under the laws of the state of Utah and that I hold license no. 7540594. I further certify that a land survey was made of the property described below, and have subdivided said tract of land into lots and streets hereafter to he known as' THE PRESERVE, PHASE III and that same has been correctly surveyed and staked on the ground as shown on this plat. Lucas Blake License No.7540504 Dale BOUNDARY DESCRIPTION Beginning at the Southeast comer of Lot 63, The Preserve, Phase Ih, said paint tieing South 00'31'11' Wesl 799.73 feet and West 660.26 feel gem the Easl Quarter comer of Section 35, Township 25 South, Range 21 East, Salt Lake Base and Meridian, and running thane South 00°31'11"West 491.48 feet to a paint on Moab city Dad: thence along said tract South 89152'29" West 297.64 feel; thence Nodh 00"011'16' East 491E4 feel', thence North 69°54'39" EAST 292.08 feel to the point of beginning, having an area 013,27 acres. OWNER'S DEDICATIION KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED OWNERS OF THE HEREON DESCRIBED TRACT GF LAND HAVING CAUSED SAME TO BE SUBDIVIDED INTO LOTS AND STREETS TO BE HEREAFTER KNOWN AS: THE PRESERVE, PHASE Ill DO HEREBY DEDICATE FOR PERPETUAL USE OF THE PUBLIC ALL PARCELS OF LAND SHOWN ON THIS PLATAS INTENDED FOR PUBLIC USE. PATRICIA B. BYRO DENNIS E. RYRD, JR ACKNOWLEDGMENT STATE OF COUNTY OF 5.S. ON THE DAY OF 20 , PERSONALLYAPFEARED BEFORE ME, WHOM DID ACKNOWLEDGE TO MF 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: LEGEND p round Property Corner ® Property Corner Section Corner Monument A SUBDIVISfON LOCATED IN THE SE} OF SECTION 35 TOWNSHIP 25 SOUTH, RANGE 21 EAST SALT LAKE BASE AND MERIDIAN RED DESE Land Surveying le South too Earl Moab, UT 54532 935.259.5171 Project 021-18 Date 8/21/18 Sheet 1 OF 1 APPROVAL 9Y MOAB CITY MAYOR APPROVED THIS DAY OF AD, 20 COUNTY RECORDER NO. STATE OF UTAH, GRANO COUNTY, RECORDED AT THE REQUEST OF EXHIBIT 2 1" (INCH). 30'(FEET) MOAB CRY MAYOR ATTEST: DATE BOOK PAGE FEE COUNTY RECORDER