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HomeMy Public PortalAboutAGMT-IMPV-PRESERVE PHASE #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)is described as follows: BOUNDARY DESCRIPTION DESCRIPTION OF A PARCEL OF LAND IN THE SEi OF SECTION 35, T 25 S, R 2" E. SLM, MOAB CITY, GRAND COUNTY, UTAH, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NW CORNER OF LOT 46 OF THE PRESERVE, PHASE I, SAID CORNER BEARS S 00'31'11'W 517.41 FT. THENCE WEST 638.42 FT. FROM THE EAST CORNER OF SECTION 35, T 25 S, R 21 E, SLM, AND PROCEEDING THENCE S 00'00'16"W 184.30 FT., THENCE S 89'53.12"W 23.49 FT. TO THE NW CORNER OF TRACT B OF THE PRESERVE, PHASE I, THENCE S 00-31'11"W 88.97 FT. TO A CORNER, THENCE S 89'54'39"W 292.06 FT. TO A CORNER, THENCE N 00'00'16"E 604.66 FT., THENCE EAST 163.99 FT., THENCE SOUTH 9.00 FT. TO THE SW CORNER OF LOT 59 OF PALISADES SUBDIVISION, THENCE EAST 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 OR LESS. BEARINGS ARE BASED ON THE EAST LINE OF THE SE4 OF SECTION 35 (BEARING FROM VALLEY CONTROL DATUM=S 00'31'11"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 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 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; 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 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. 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. J. 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 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: Dennis E. & Patricia Byrd I -Q3-19 Date /or..i//Dennis E. Byrd ate Patricia Byrd STATE OF UTAH COUNTY OF GRAND Patricia //a 31 i 9 "��-' Date )ss. The foregoing agreement was executed before me by Dennis E. Byrd and Patricia Byrd, this_ cT h day ofv a V11,1U , 2019. Witness my hand and official seal. My commission expires:10 - 1 - do Notary Public, State of Utah Address: 111 f Q v1}e V91(411- Stephanie Jean Haycock Notary Public State of Utah My Commission Expires on: October 1, 2020 Comm. Number 601: a: 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 .FjV0 �s V�� .• �j :2T .8007 0.2202 JEFFREY M. PILLUS 11 /6/2018 STATE OF U'tt;.. 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 Install 4" residential sewer svc line EA $500.00 17 r $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 1 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 1 GENERAL NOTES 1. ALL WORK WITHIN THE RIGHT OF WAY SHALL BE COMPLETED PER CITY OF MOAB AND UTAH APWA STANDARDS AND SPECIFICATIONS, MOST RECENT VERSIONS. 2. THE CONTRACTOR SHALL PROVIDE INGRESS AND 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 WITH 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. 6. 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. 8. 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 BE 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 IS TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE AND IT IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEOUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 12. SURVEY DATA PROVIDED BY RED DESERT SURVEI1NG. 13. HOURS OF OPERATION WALL 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 BE 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, SOUDER MILLER AND ASSOCIATES, 1/9/2012. THE MAJOR CONCEPTS INCORPORATED ARE NOTED BELOW. 1.1. 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 VICINITY MAP (NOT TO SCALE) SHEET INDEX Sheet Number Sheet Title C000 COVER SHEET C700 SITE. GRADING, AND DRAINAGE PLAN C200 WATER AND SEWER PLANS C300 STREET PLAN AND PROFILE C301 INTERSECTION DETAILS C400 DETAILS C401 DETAILS C402 DETAILS C403 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 CURRENT 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 BY 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 LIMITED TO: GAS, ELECTRIC OR 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 6" 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 BY THE CONTRACTOR AT HIS EXPENSE. 10. 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 REQUIREMENTS. 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 PROPCY ABBREVIATIONS: W.S. WATER SERVICE S.S. SEWER SERVICE Iimaistrs Nava Cad mommak. N C DESCRIPTION :•i W N a I.. a W l- WCd = W W W CC c) a W ENGINEERINGLLC 150 Rock Point Drive Suite F Durango, CO 81301 970-403-5088 PLAN NO. C000 Project Date: 08l02/18 Drawn By: AR Checked By: JP CITY OF MOAB CITY ENGINEER SIGNATURE APPROVAL BLOCK CITY ENGINEER PRINTED NAME CITY ENGINEER SIGNATURE DATE r PROPERTY BOUNDARY /\ LG. ==a BENCHMARK /3 REBAR EL: 3978.40 I I I I LOT 54 I (9419: SO. FT.) I (B.2 AC) 1 I :S' ESMNT.. i STING ESMNT I TO BE VACATED L___L 1 I 5' SI: = IP41 i LJ7 52.9 LOT _724 ( 1 1 iH5 F&vE,1,..7- 1 I LOT 33A F.<i4.i 2 1-' I I (510 AO FT.) I II AND iE'10 EAST STREET AND SIDEWALK n h DIRECT SWALE SO(ITH 0 EXISTING FENCE I LOT 338 (5106 SO. FT.) (0.12 AC) I I I as I LOT 55A (5506 SO. FT.) (6.13 AC) I I I I LOT 55B (5488 SO. FT.) I (0.13 AC) WVERLOT GRADE TO SLOPE LOTS TO EAST LOT 34 (8705 SO. FT.) (0.20 AC) II L I 1 I I; I S.- -1 7 ci r 8 I-W I I I a LOT 56 (9313 SQ. FT.) (0.21 AC) LOT 57A (5440 SQ. FT.) (0.12 AC) I I I 11 LOT 57B (5422 SQ. FT.) I (0.12 AC) I I I I PALISADE DRIVE (ASPHALT) _ 29 00' _ LOT 35A (5107 SO. FT.) (0.12 AC) PRESERVE 3:1 SLOPE FUTURE TO EXISTING DEVELOPMENT GRADE 6 ( ( LOT 35B (5108 SQ. FT.) (0.12 AC) PROPERTY BOUNDARY g�G OUNTABLE CURB it GUTTER (TYP e '1 5,00' I _ rITIUTY MT (TYP) LOT 36 1 1 (0208 AC FT.) I 1 I I I I L—) LOT 58 (9201 SQ. FT.) (0.21 AC) LOT 26A (6706 SO. FT.) (0.15 AC) —lJ it LOT 59A (5374 SQ. FT.) (0.12 AC) DA MIDBLOCK RAMP (2) HYDRANT-\� LOT 26B (6666 SO. FT.) (0.15 AC) 3780 `TEMP. ACCESS EASEMENT R45.00' LOT 59B 1 (5665 50. (0.13 AC) END SIDEWALK A PRESERVE PT E6 FUTURE DEVELOPMENT TEMPORARY GRAVEL CUL-DE-SAC FOR EMERGENCY ACCESS AND LARGE VEHICLE AROUND 2 w m w o. Q 00. h \l 6+G: c+il 1 I a;1474 er ae Ea36VEN I R' WADE LANDSA I BERM BETWEEN CURB AND ROW H= 1' 1 3.1 SIDE SLOPES: CREST WIDTH = I' PROPERTY BOUNDARY 0 10 20 GRAPHICAL SCALE (FT) M1mna8riY:e08t Mercer ecia. c .M K # O a 5 O I W M ZW .Ta. W`aZ? / Q m W Z 2 a. 2 W d g W L7 • W F H ENGINEERINGLLo 150 Rodc Point Drive Suite F Durango. CO 81301 970-403-5088 PLAN NO. C100 Project: Date: 08UO2/15 Drawn By: AR Checked By: JP I 98' CONNECT TO EXIST we.Fn� INE -&TUB REMOVE CAP & BLOWOUT SALVAGE BLOWOUT -VALVE SR }00 Q0 OFF:11.021 REMOVE CLEANOUT—. AND CONNECT TO EXISTING 8' DIA. SEWER -MAIN FG: 3976.32 INV EL 3969.84* STA:1+06.78 ---------•---OFF: 2.65'R Gt a . LOT 54 Ir I rEXTEND SEWER SERVICE 10 INTO LOT, INSTALL CAP AND MARKER (TYP.) oa • r� YI VI 14' ESMNT. w I ar PALISADE DR. 2 D- r UPLEX WATER SERVICE. SEE NOTE THIS SHEET (TYP.) 30' (TYP.) a Ul 'ATER/SEWER SERVICE POINT OF CONNECTION AT MAIN (TYP.) V1 MIN 0.00' PIPE EDGE TO PIPE EDGE BETWEEN WATER & SEWER MAIN INSTALL CAF AND MARKER FG: 3979.50i INV: 3971.94 STA: 3+38.00 OFF:148.461 INSTALL WATE METER BETWEEN SIDEWALK AND PROPERTY DNE (rm.) 4' DIA. MH RIM: 397E1.41 INV IN ( E): 3971.20 INV OUT (N). 3971.00 TA: 3+38.00 OFF:1.43'R r -►e 0 ]0 20 GRAPHICAL SCALE (FT) "1.71 �a 6 a N O M H W Z ▪ a I▪ a. a W F- UJI > ym a W ay � w d W LU • F- F- 3 ENGINEERINGLLc 150 Rock Point Drive Suite F Durango, CO 81301 970-403-5088 PLAN NO. C200 Project: Dale: 08/02/18 Dravm By: AR Checked By: JP --MATCH-EXISTIN GRADE. REMOVE AND REPLACE DAMAGED ASPHALT. CURB. OR SIDEWALK AS REQUIRED 3995 T I PALISADE D 7 0 MID BLOCK ADA RAMP STA: 5+09.46 OS: 15.5' L SEE SHEET C301 FOR DETAILED INTERSECTION GRADING MID BLOCK ADA RAMP STA: 5+09.46 OS: 15.5' R L -� 1 END AOGh N: 6658604.39 E: 2193897.61 I PVI STA: 1+25.00 o PVI ELEV: 3977 58 o PVI ELEV. 3976.46 K: 17.43 c K. 17.14 LVC: 30.00 3990 + LVC: 30.00 o a o to m O T O N O to II On On en mnOn aob VIM+n +n ±n ±n 3985 Yn •• vi tii lii I:i �n> > > m m W w m m m w w PRESERVE FUTURE oEVELOPUENT PALISADE DRIVE PROFILE to 3995 WII o) 3980 OC W rV1 ST/,. 1175.DO -2,25% 50% 3975 MATCH EXISTING GRADE 3970 FINISHED GRADE O Cl EXISTING GRADE _ _0.53% n in10 Y O a^ W n CO w II a w f�7 w 3990 3985 3980 LANDSCAPE/ BERM 3975 M ui n b n n n n n ri n in ri n m n Of n n cn mlo3 m N n n nln n n I N O N O ail n • nn m m to „T 3970 1+00 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 90' DIA CUL DE SAC BEGIN AUGN N: 6658679.36 E: 2193684.16 \ A:11+33.60 :2)9.931 LOT 26B SEE SHEET C301� FOR DETAILED �1 INTERSECTION GRADING STA:1+7B 01 OFF: 0.0D' GRAVEL IBIS LANE GRAPHICAL SCALE (FT) ismati 4 bdon Oirmartpuis N E STA:1+25.49 OFF: 37.14'R 3995 INSTALL 1' TALL BERM BETWEEN BACK OF CURB AND ROW h U 0 � 0 o IBIS LANE PROFILE 0 3995 3990 3985 GRAVEL CUL DE SAC- O 0.5% MIN. 3980 LO umi Y m a^ CC m m wll a 0:J Lo w GRAVEL ASPHALT FNISHED GRADE O CL 0.76% 393�MATCH EXISTING GRADE 3970 ) BEGIN TYPICAL STREET SECTION EXISTING/ GRADE 3990 3985 3980 3975 3970 < n n m ^v 00 �m mm n n n n m n nPn) 1+00 1+50 2+00 2+50 ENGINEERINGL, 150 Rock Point Drive Suite F Durango, CO 81301 970403-5086 PLAN NO. C300 Project: Dale 08/02/18 Drawn By AR Checked By: JP EL: 3979.54 EL: 3979.58 3979.51 • 197R aA MC: 3979;46 EL: 3979.0 EL:3979.34 TEC: 3979.48 EL: 3979.03- -FL: 3979.00 EL: 3979.48 \ -EL: 3979.5 EL: 3979.57 EL: 3979.12 39,9 ;0 4\ -EL: 3979 11 1 1 I --EL: 3979.36 II 3979.11 .747:1,17.0.0 j.-FL 3979 /0 EL: 3979.92 3979.08 -TEC: 3979.58 EL: 3979.68 FL: 3979.10 - 3979.b0 -MC. 3979 62 EL: 3979.68 EL: 3979.71 -EL: 3979.68 EL: 3979.18 C. 39711 96-4 rI EL: 3980.06 - EL: 979.64- +12 3979.46 TBC 3979.54 1 - 3979 04- FL: 3979.45- - HP: 3979.65 4._-F_L 3979 35 X 0 ss s GRAPHICAL SCALE (FT) bewHatittbeka Calf ham yourEra. SP! My 4 I L- a. , w z > 0 of CC ,wli ;10 20 CC rt a. iu eu z - ENGINEERING, 150 Rock Point Drive Suite F Durango, CO 81301 970-403-5088 PLAN NO. C301 Project: Date. 06/02/18 Drawn By: AR Checked By: JP f 4.5' 5.0' f 50' ROW 26' STREET TYPE D CURB AND CUTTER 2.01 III=III \ otfPAC`ED I ,..4128W- inGE :6' BASE COURSE TYPICAL STREET SECTION PALISADE DR. 50' ROW 26' STREET 2 5' 5 0' 4.5' TTACHEO OEWALK 6- BASE COURSE TYPE D CURB AND GUTTER TYPICAL STREET SECTION IBIS LANE Curb and gutter 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: 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 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. 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 or greater relative to a modified proctor density, APWA Section 31 23 26. B. Concrete Placement: APWA Section 03 3010. 1) 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 retum. Expansion joints are not required in concrete placement using slip -form construction. 2) Install contraction joints vertical, 1/8-inch wide or 1/4 slab thickness it the slab is greater than 8-Inches thick. Match joint location In adjacent Portland -cement concrete roadway pavement. 3) Provide 1/24nch radius edges. Apply a broom finish. Apply a curing agent. C. Protection and Repair. Protect concrete from deicing chemicals during cure. Repair -r 1 s-'. , construction that does not drain. If necessary, fill flaw -line with water to verify. i'. '/ 4.9 v:, =- sr�._ 9' WOE LANDSCAPE BERM H = 1', CREST W = 3' 3.1 SIDE SLOPES 205.1 BAtKFILL BElnrtO CURB BEFORE PAVING AGAINST UP OF GUTTER Type A CakUIEIE AM% - t.517 SO. FT. T •O Ei671G ATE (Icrr M OONTRACII e0 TTp 1LFion` 1 ae i+/ 1 OORELUDD COLD JEOR (SEE PLAN 29E) JOINT OEFAd Curb and gutter CONCRETE AREA - 1926 So FT mecrerE AREA - 1.974 SO: FE EXPI6ON m Pon LW.1 Aamxc a:RF Curb and gutter connection 1. GENERAL A. Connect new curb and gutter to existing curb and gutter that has not been placed by CONTRACTOR. 2. PRODUCTS A. Reinforcement Galvanized or epoxy coated, 60 ksi yield grade steel, ASTM A615. B. Adhesive: Epoxy adhesive grout, APWA Section 03 61 OD. C. Bond Breaker. Paraffin wax, lithium grease, or other semi -solid, Inert lubricant. D. Expansion Cap: Plastic, with bar 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 back of each hole so adhesive flows out around each bar fully encasing it. DO NOT apply adhesive to end of the bar and then insert the bar into the hole. D. Insert dowels with at least one full fuming motion and if necessary, place a grout retention disk on the dowel after insertion to contain adhesive. E. Apply complete coverage of bond -breaker on the protruding end of each dowel. F, Install expansion caps on protruding dowel bar ends. 206 ADHESIVE RETENTION RING GALVANQEO OR EPDXY COATED 511007)1 STEEL DONE. BAR Ur LONG e Utah Chapter i.. Ext+rem PALS / . 1 ..... _ — � 71 AND GurrT;R �'„.1.-.,,/ ,� ) . ,' ., / j /,�i',�.' �� • . . .. ,. . .. . / . , . . E7tPAUW0r1 cAP / / \- y AMY ETR_ COVERAGE BOND-ORE11ER m PROTRUDING aAR CLOW VOTE CLEAN AND APPLY U044721G AGENT To END OF NOTE eEFOle IISERTI/C 0091E1 BAR Curb and gutter connection 205 . aI4 M W H a a F L H W -I 1-• ofce a U) ic a W 1'- ENGINEERINGLLc 150 Rock Point Drive Suite F Durango, CO 81301 970403-5088 PLAN NO. C400 Project: Date: 08/02/1 e Drawn By: AR Checked By: JP 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 3216 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 pemltsslon. 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 concrete crazing (spider cracks) may develop if air temperature exceeds 90 degrees F. D. Concrete Cunng Agent: Clear membrane fanning compound with fugitive dye (Type ID Class A), APWA Sec -lion 03 39 00. 3. EXECUTION A. Base Course Placement APWA Section 32 05 10. Maximum lift 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) 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 1/4 slab thickness if the slab is greater than 8-Inches thick. Maximum length to width ratio for non -square panels is 1.5 to 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 ExPARSEN JOINT �- 11111112111/ . . - + - + - . • - • IF ORNEWAY APPROACHES ARE NOT AwitADLI, PRoaDE 5 FEET SQUARE MT ROAK AT INTERVALS D3 OF 200 FEET YALLuM ROAEMAY PLAN mimic 1/10 CONTRACTOR /Carrr� A J raq- { - r CONCRETE ems.., yr�•��.,,:�l�r--�s:s,. - _-. Sri EFE O RIDDICEftML OATH PARR S TAP) RIERC VTut_ (NO PARK StPD) OTHER 4- e' REPT/COE East►c SOOTALK 14A201 EXISTING (4• law) SEE CRNEaAY APPROACH FUNS FOR StDDRAuc TlCOONS AT DIN/ETNT9 MOM AS SPECKED 1Z 1111 2Z MAX SECTION B-13 .sE �t SECTION A -A COMPACT SURGRAIDE \ECTANDOR JOarr Et:WMAC,OR -KARTS —1Lt- 111I111(11 11L11-1111 • i WO' (II-) I ) L -H L CO ha.) - 2.5 p (in inches 15 EFEI LNx SIDEWALK JOINT DETAIL So To 55x or BASE 0PARTER Detectable warning surface 1. GENERAL A. Detectable warnings consist of a surface of truncated domes aligned In a square or radial grid pattern with dome size, dome spacing, contrast and panel size as indicated. C. Definitions and supplemental requirements are specified in APWA Section 32 16 14. 2. PRODUCTS A. Pavers' 1) Concrete, APWA Section 321413. 2) Brick and Mortar, APWA Section 32 14 16. B Tde: 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. Geolextile: APWA Section 32 14 13. 3. EXECUTION A Layout: 1) Joints Between Units: 3/16 Inch maximum or manufacturers recommendation. 2) Flares: Do not install detectable waming 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 perpendicular 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 Rail Crossings: The edge of the delectable warning surface nearest the tali crossing is 6 feet minimum and 15 feet maximum from the centerline of the nearest rail. B. Paver Installation: APWA Section 32 14 13. If 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 1/2 its original length. Do not cut pavers longitudinally. Remove domes that were cut. C. The Installation Install according to manufacturers recommendations. Remove domes that were cuL D. Ribbed Compost° Panel Installation. Install according to manufacturer's recommendation. Remove domes that ware cut. Seal cuts to prevent water intrusion 238 16'TO 2A• � r . O O O rToI � o EiBtl 7 I�� Br t0 LC TRUNCATED 190111E DETAIL Apt. anent Iles Rite WY RECESS CSTECTRRE Hoene, SAFAa PERPENDICULAR ASSEMBLY PA,U1 2S•.a-d 1rl Cal eEbwlc sew ,• 01%. lawn MAO Id Lore coma R L Ha$ TaM PFA MAC- CCA Z HOLM MO, Ci171x1! STYLE P TRANSMON 1 TRANSMON2 NON -PERPENDICULAR ASSEMBLY STYLE STYLE Trench backfrll 1. GENERAL A. The drawing applies to backfilling 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. Flowable Fill: APWA Section 31 05 15. Target is 60 psi in 28 days with 90 psi maximum in 28 days, It must how easily requiring no vibration for consolidation. 3. EXECUTION A. Trench Ball Above the Pipe Zone: Follow requirement indicated in APWA Section 33 05 20 and the following provisions. See Standard Plan 382 for backfilling the pipe zone. 1) DO NOT USE sewer rock, pea gravel, or recycled RAP aggregate as trench ball. 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 before placing surface restorations. C. Embankment Backfill: When trench sides are sloped proceed as follows. 1) Maximum lift thickness Is 6-Inches before compaction. 2) Compact per APWA Section 31 23 26 to 95 percent or greater relative to a standard proctor density. 3) Submission of quality control compaction test result data may be requested by ENGINEER at any time. Provide results of tests immediately upon request. D. Surface Restoration: 1) Landscaped Surface: Follow APWA Section 32 92 00 (turf 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 NARRATIVE: 17e5 PIM SHOWS vAROUS SLOPES RECOLIUMED FOR VARIOUS TYPES OF SLOPE STAWU Y PqOBIEV,S THE KXKIt TiYT CJDIUTES %ARMS RATED. S THAT WY BE ENOOUNTEAEO. THE SERNCES OF A PROFESEONAL SOKS ENGINEER SHOULD RE MED TO vEPoFY SLOPE STABKDY ING EDG LIAR1mHG TAPE MAIL DEPM - REX. FINAL SIRffArE PRiERENT (PURI 255 OR ma) C� 1 n 11 01 a O OEM OF 1RENCR t5 cotARR Aim 4 MET NM S1ORE5 OR TRENCH SUPPOWORIS ARE NOT USED. SLOPES AaE i1EfPARA SEE MIA REGULATORS Om') pl0litdMal bottnioo di. Ny�L M W y Q a .1, H1- J WWa Cr) CI O. W 2 ENGINEERING', 150 Rock Point Drive Suite F Durango, CO anoi 970-403-5088 PLAN NO. C401 Project: Date: 08/02/18 Drawn By: AR Checked By: JP Sidewalk Plon 231 .And 2" Detectable warning surface 238 .Air 1011 Trench baclefil Pia 381 Pipe zone bridal 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 ENGINEER'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 Fill 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 far consolidation. E. Stabilization -Separation Geotexble: 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 spdng line and includes any necessary sheathing. Provide width recommended by pipe manufacturer. Follow manufacturer's recommendations when using trench boxes. B. Foundation Stabilization: Get ENGINEER's permission before installing common fill. Vibrate to stabilize. Installation of stabilization -separation geotextile will be required to separate backfill material and native subgrede materials If common flit cannot provide a working surface or prevent soils migration. C. Bedding: Follow APWA Section 33 05 20 requirements and the following provisions. 1) Furnish untreated base course material unless specified otherwise by pipe manufacturer. 2) Maximum lift thickness is 8-inches. 3) Bedding immediately under the pipe should not 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 Zone: DO NOT USE sewer rock, pea gravel, or recycled RAP aggregate In the pipe zone. Water jetting is NOT allowed. 1) 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 unless pipe manufacturer requires more stringent installation. 2) Submission of quality control compaction test result data developed for the haunch zone may be requested by ENGINEER at any time. CONTRACTOR is to provide results of tests immediately upon request E. Flowable Fill (when required and if allowed by pipe manufacturer): 1) 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 A--a-7 ELEVATION VIEW SECTION A -A OSTAuATION ACE CONCRETE PPE: FOLLOW AWL C 1479 mYfrP WITOTERIO9S RAOIC FPE MOW Asm 0 2321 Scoor4 mac= PR ontaLiclwei W6LNIALWA or ➢ewR AS"S PRE Pat sagas. wo =NCI OOWT-Aw roM1oWorRY COMSR® MO& AM FOLLOW AVM A RES TGACARS MO= rGW 4664.10 NLVWYw'Q 00i16® FEE. PPE RP SCA96 "G G341A APRbT4td Vfrii® QAT Pam FOLLOW AVM C 12. SOPC To 4CGRALASO f C= RR .FAUX. MilW CUT PPE LASS. Pipe zone backfill 3(32 ,<.,,.3 zar< 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 A48, coated with asphalt based paint or better (except on machined surfaces). 1) Cast the heat number on the frame and cover. 2) Give the frame and cover a machine finish so the cover will not rock. 3) J designates machined surface. 4) Cast the words "SEWER" on the cover in upper case flush with the surface finish. 3. EXECUTION A. Except in paved streets, provide locking manhole covers In easements. alleys, parking lots, and all other places. 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 alien socket set screws. 402 SECTION A -A 30" Frame and cover 402 ft ,;9, I 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 feel: 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 not use gravel as a base course without ENGINEER's permission. B. Backfill: Common fill, APWA Section 31 05 13- Maximum particle size 2-inches C. 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 pans sand to 1 part cement mortar, ASTM C1329- G. Stabilization -Separation Geotextile: Moderate or high at CONTRACTOR's choice, APWA Section 31 0519. 3. EXECUTION A. Foundation Stabilization: Get ENGINEER's permission to use a sewer rock or a granular backfill borrow in a geotextile wrap to stabilize an unstable foundation. B. Base Course Placement: APWA Section 32 11 23. 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 top 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 on all plastic pipes when connecting plastic pipes to manholes. Hokl water -stop in place with stainless steel bands. F. Joints: Place flexible gasket -type sealant in all riser joints. Finish with 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 backfill against the manhole shaft. Pea gravel and recycled RAP aggregate is NOT ALLOWED. Water jetting is NOT allowed. 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. 411 CONCRETE COLOR (PLAN 413) 61QtFILL Ali AROUND _1 PLAN (CONCERIRc RISER) FRAME AWN awER [(PIM 402) GRACIE ARE P OWk P LPS[K FORK tS ACCEPT/Ea p$AM 350) PLAN (ECCJORRX RESER) A CETEFORNED BY ENGINEER W GPOE DETAIL w elt neCIGNESS (urorPROYEo AREAS) 4 3/4" 1.13434x4 CONE AND ICSEFS C 478 ROOM L PPF)t t 7 OFz. PIPE !FITS IIONINIYE PRp10E MORTAR %NSF WITH SOFE OF T.S' RA tY S'ECT1W4 A -A Sanitary sewer manhole 411 a 2s so GRAPHICAL SCALE (FT) M W H a a F y' ▪ -1 MwIr� liN r iW a w (32 rg a W 2 F- ENGINEERINGLLc 150 Rock Pant Drive Suite F Durango, CO 81301 970-403-5088 PLAN NO. Project: Date: 06/02/18 Drawn By: AR Checked By: XX Cover collar for sanitary sewer manhole 1. GENERAL A. In a pavement surface, the concrete will support the frame under traffic loadings, 2. PRODUCTS A- Concrete. Class 4000, APWA Section 03 30 04. B. Concrete Curing Agent: Type ID Class A (clear with fugitive 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. Clean 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 CONCRETE TO OE SET 1/4' RN TO 1/2 WX RELENT PASS Nr UP ALL ARCM MATCH CFC1SS SU3PE GRADE ONCE NAGS ARE SHOWN PLASM KANN ARE ACCEPT/ME (PLAN OW) SECTION A -A. CONCRETE COVER 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 install 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. BacMill: Common fill, APWA Section 31 05 13. Maximum particle size 2-inches. C. Provide agency approved wye or tee with appropriate donut D. Stainless steel straps required. 3. EXECUTION A. Tape wrap pipe as required by soil conditions. B. Remove core plug from sewer main. Do not break into sewer main to make connection. C. Base Course and Backfill Placement: 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. 431 Fire hydrant with valve 1. GENERAL A. Before backfilling, secure Inspection of installation by ENGINEER. B. Additional requirements are specified In APWA Section 33 11 00. 2. PRODUCTS A, Hydrant: Dry banel,AWWAC502. B. Thrust Bocks: Concrete Class 4000, APWA 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 N0.3 (2" to 1") or larger. 2) Other Type of Common Fill: CONTRACTOR's choice,. E. Geolextile: Stabilization -separation fabric, APWA Section 31 05 19. 3. FE(ECUTION A. Installaliom. 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 geotextile 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 deparhnent 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 Ziff thickness is 8-Inches before compaction. Compaction Is 95 percent or greater relative to a modified proctor density, APWA Section 31 23 26. 511 L. PAINT SPOOLS FASTEN GEOTExrlf TO SPOOL TRH TAPE CLtaw HOLM ftOGTgNS WM, GRFOTE AND WRAP 1 1/2- PENTAGON OPERATING NUT (OPENS LEFT) PAINT BONNET PER AWTA C502 GREEN - CLASS 1 (1003 GRA OR GREATER) ORANGE - CLASS a (500 TO IOW CAL) RED - CRASS C (LESS TNAN 500 GPV) Maar NAM PLAN NB) LEGEND rRw •%• MN ,ratE OESCRPRON PNCRANT !t*Tw C502 a WAVE OCR NMI Lc2-PiECE CAST RON © GCE NORLE NCH 2- X 2' NIA AMP C509 O TEE wall 125 / RANGE Ma CT 10 • R666$1611 K ururr ...Armor SECTION CONCRETE COLLAR (PLAN 574) THRUST ElUXV (:RAN 561) GROISE AND ePoIP @Malarsabeiost. CalIEMFtaroadg. 6 F o. a U mW O ENGINEERINGLLc 150 Rack Point Drive Suite F Durango, CO 81301 970-403-5088 PLAN NO. C403 Project: Date: 08/02/18 Drawn By: AR Checked By: JP Xiagl Cover collar for sanitary sewer manhole Utah Chapter 413 Utah Chapter Sewer lateral connection Fire hydrant with valve Pr. 511 Rent, 2011 Water service line 1. GENERAL A. Before backfilling, secure inspection 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 particle size 2-inches. 3. EXECUTION A. Backfill 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. 541 5/4• OR 1• DETER (PLAN 521) �y-cpsrorc SIlfA:E TOE X coons PIPE LENGTH AS REcEssARY E STMC GALVA/Q D SERvcE to BE AamOPIED OR DIPPER SeMCE To E LORENZO SERYCE TAP (Piro 551 OR 552)N\-, r m St7MCE ABAL574¢Nr GLSTANCE WM= 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. Restraint sizing is based upon a maximum operating pressure of 150 psi and a test pressure of 200 psi, and a minimum sal bearing strength of 2,000 psf. Operating pressures in excess of 150 psi or soils with less than 2000 pound bearing strength will require special design. D. Before backfilling around thrust block, secure Inspection of installation by ENGINEER. 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 Secton 31 05 13. Maximum particle size 2-inches C. Thrust Backs: Concrete Class 4000, APWA Section 03 30 04_ 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 with concrete thrust blocking (at discretion of ENGINEER). E. Base Course and Backfill Placement: Maximum lit thickness Is 8-Inches before compaction. Compaction is 95 percent or greater relative to a modified proctor density, APWA Section 31 23 26. 561 eEHONG AREA (TV) DC AREA OF DORM PER 7H OM BL0M TO EOLIAL 1j2 THE AREA SPEWED MA THE LARGEST PEE OR mac SaE Weis REARM AREA 74 Sri FT egg VX $ t Al 7- 4. 2 3 2 2 2 C 4 55 5 25 2 if 55 /5 5 225 25 it Al s is 55 5 it a 265 145 75 4 E a 34 to 15 P Sr a 52 Ls us . tf Si 74 47 2s t2 Sr ie 04 @ 32 tP 314"and 1" 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 not use gravel as a base course without ENGINEER's permission. B. Backfill: Common fill, APWA Section 31 05 13. Maximum particle size 2-inches_ C. Tape: Teflon tape is required on all taps. 3. EXECUTION A. Tapping: Place taps a minimum of 36-inches apart. Use a tapping tooi which is sized corresponding to the size of the service line to be installed. No taps within 36- Inches of end of pipe. B. PVC or AC Pipe: 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 Compaction Is 95 percent or greater relative to a modified proctor density, APWA Section 31 23 26. 551 LEGEND NA. • UM DESCIOPtION A CEPPER PPE rein E - 5EST 0 COriOWO1 STOP RSA$ C WINCE SAME CAP CU- CR, AC) •• O s>arCE SAO= CARP (P.w.C.) © CATER MMI PPE CELL, Cr. AC. PM.C3 CO, w ATER LLrW PPE 01111:21E TIPS (b.l) PLY • FlJRIOSKED M UTILITY AERCr •• d ! P APE uVY Or 0.6T TAPPED xereneloittdow CaU 4erelryoBtis ENGINEERINGLLc 150 Rock Point Drive Suite F Durango, CO 81301 970-403-5088 PLAN NO. C404 Project: Date: 08/02/18 Drawn By: AR Checked By: JP UAW Watarsarvice line rw, 541 44.7.1 2071 Direct bearing thrust block Plc. 561 A.,o-st 2o-a 3/4" and 1" Service laps P4ee F 551 10 FT. UTILITY EASEMENT 5 FT. EACH SIDE OF LOT UNE RYPT 3SVHd 10 FT. UTIUTY EASEMENT T. F S T. EACH SIDE OF LOT LINE 5 F TEN, Po.. TURNAROUND EASEMENT RECORDED'. BOOR ,PAGE , ENTRY No. . 10 FT. UTIUTY EASEMENT (TYP. FRONT LOT UNES) �- ------ • i I • 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 PHASE 2 PHASE 2 LOT 32A LOT 32B LOT 53 EAST) CORNER SECTION T255, R21 E, E, SLEW (FOUND MONUMENT) West 660.26' 115041 ® 25.00' I 25.00' • r 1.26,91' (TIE) LOT 33A 5106 Sq. Feet 0.12 Acres (TWINHOME) N 89'54'39' E 116.05' LOT 33B 5106 Sq. Feet 0.12 Acres (TWINHOME) N 89.5419" E 113.06e • M LOT 34 8705 Sq. Feet 0.20 Acres rTe9$159' -i13AP N 89°54'39" E 292 06' LOT 35A 5107 Sq. Feet 0.12 Acres (TWINHOME) N 89'54'39" E 116.08' i 8 LOT 35B 5108 Sq. Feet 0.12 Acres (TWINHOME) N99'fia5fi'�118a9' LOT 36 8708 Sq. Feet 0.20 Acres • S 8 LOT 54 9419 Sq. Feet 0.22 Acres S 89-S-458'ZV 1203' -� a • r LOT 55A 5506 Sq. Feet 0.13 Acres (TWINHOME) S 89'54'08' W 124.93' LOT 55B 5488 Sq. Feet 0.13 Acres (TWINHOME) S as 54'OBrW 124.32 LOT 56 9313 Sq. Feet 0.21 Acres 14' WIDE o SEWER EASEMENT S 89'54'08' W 123.83' 1 ALGER FAMILY TRUST LOT 57A 5440 Sq. Feet 0.12 Acres (TWINHOME) S 89'54'08' W 123.43' J S 8 LOT 57B 5422 Sq. Feet 0.12 Acres (TWINHOME) Ne9 T493.'E-ram' • S 89 34'O6- W f23.02 LOT 37A 6713 Sq. Feet 0.15 Acres (TWINHOME) N 89'54'39' E 116.12' LOT 37B 6659 Sq. Feel 0.15 Acres (TWINHOME) N 89'52'29' E 100.66' 8 N 89'52'29• E 141.14' IBIS LANE 166.14' r I • 10 FT UTILITY SIDE EASEMEEOFLOTr 3 FT EACH 810E OF LOT LINE / (TYP) a • L r LOT 58 9201 Sq. Feet 0.21 Acres $34 54h18rk-122.33 8 i LOT 59A 5374 Sq. Feel 0.12 Acres (TWINHOME) ® S 89'54'08' W 121.93' Il _ — _ _ _ _ _ _ _ _ _ y l LOT 59B 5665 Sq. Feet 0.13 Acres (TWINHOME) 121.SOr T 10 FT UTILITY EASEMENT EXTERIOR SUBDIVISION ® DTP) 8 x • ri S 89'52'29" W 287.64' MOAB CITY SOUTHEAST CORNER i SECTION 35, 725S, R21E, SLB8M (FOUND MONUMENT) GRAPHIC SCALE 30 0 15 30 6i SURVEYOR'S CERTIFICATE 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. 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 be known as: THE PRESERVE, PHASE III and that same has been correctly surveyed and staked an the ground as shown on this plat. Lucas Blake License No. 7540504 Date BOUNDARY DESCRIPTION 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 65025 feel from the East Quarter comer of Secdon 35, Township 25 South, Range 21 East Sag Lake Base and Meridian, and running thence South 00.31'11' West 491.48 feet to a point on Moab dry tract; thence along said had South 89'52'29" West 287.84 feet; thence North 00'00'16" East 491.64 feel: thence North 89'54'39' EAST 292.05 feel to the point of beginning, having an area of 3.27 acres. OWNER'S DEDICATIION KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED OWNERS OF THE HEREON DESCRIBED TRACT OF LAND HAVING CAUSED SAME TO BE SUBDIVIDED INTO LOTS AND STREETS TO BE HEREAFTER KNOWN AS: THE PRESERVE, PHASE III DO HEREBY DEDICATE FOR PERPETUAL USE OF THE PUBLIC ALL PARCELS OF LAND SHOWN ON THIS PLAT AS INTENDED FOR PUBLIC USE PATRICIA B. BYRD DENNIS E. BYRD, JR 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: LEGEND O Found Property Corner • Property Comer Sletlan Comer Monument A SUBDIVISION LOCATED IN THE SQ OF SECTION 35 TOWNSHIP 25 SOUTH, RANGE 21 EAST SALT LAKE BASE AND MERIDIAN RED DES14111) E Land Surveying 30 South 100 Fast Moab, UT 14531 435.259.5171 Project 021-18 Date 8/21/18 Sheet 1 OF 1 APPROVAL BY MOAB CITY MAYOR COUNTY RECORDER NO. APPROVED THIS DAY OF AD 20 STATE OF UTAH, GRAND COUNTY, RECORDED AT THE REQUEST OF EXHIBIT 2 1' (INCH). 30' (FEET) MOAB CRY MAYOR ATTEST: DATE BOOK PAGE FEE COUNTY RECORDER EXHIBIT 3 REQUEST FOR RELEASE OF FINANCIAL ASSURANCE The Preserve Subdivision, Phase 3, City of Moab Dennis E. & Patricia Byrd (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). Dennis E. Byrd Date Patricia Byrd 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 , 20_ Attest: Chuck Williams, City Engineer Rachel Stenta, Recorder Date