The URL can be used to link to this page

Home My WebLink AboutBricon, INC - Linder Road Sidewalk WideningCONTRACT FOR PUBLIC WORKS CONSTRUCTION LINDER RD SIDEWALK WIDENING PROJECT # 10773 THIS CONTRACT FOR PUBLIC WORKS CONSTRUCTION is made this day of January , 2018, and entered into by and between the City of Meridian, a municipal corporation organized under the laws of the State of Idaho, hereinafter referred to as "CITY", 33 East Broadway Avenue, Meridian, Idaho 83642, and BRICON, INC. hereinafter referred to as "CONTRACTOR", whose business address is 7244 Ustick Rd. Nampa, ID 83687 and whose Public Works Contractor License # is C-11823. f1►II:�711L+iiL�1� Whereas, the City has a need forservices involving LINDER RD SIDEWALK WIDENING; and WHEREAS, the Contractor is specially trained, experienced and competent to perform and has agreed to provide such services; NOW, THEREFORE, in consideration of the mutual promises, covenants, terms and conditions hereinafter contained, the parties agree as follows: TERMS AND CONDITIONS 1. Scope of Work: 1.1 CONTRACTOR shall perform and furnish to the City upon execution of this Contract and receipt of the City's written notice to proceed, all services and work, and comply in all respects, as specified in the document titled "Scope of Work" a copy of which is attached hereto as Exhibit "A" and incorporated herein by this reference, together with any amendments that may be agreed to in writing by the parties. 1.2 All documents, drawings and written work product prepared or produced by the Contractor under this Agreement, including without limitation electronic data files, are the property of the Contractor; provided, however, the City shall have the right to reproduce, publish and use all such work, or any part thereof, in any manner and for any purposes whatsoever and to authorize others to do so. If any such work is copyrightable, the Contractor may copyright the same, except that, as to any work which is copyrighted by the Contractor, the City reserves a royalty -free, non-exclusive, and irrevocable license to reproduce, publish and use such work, or any part thereof, and to authorize others to do so. 1.3 The Contractor shall provide services and work under this Agreement consistent with the requirements and standards established by applicable federal, state and city laws, ordinances, regulations and resolutions. The Contractor LINDER ISD SIDEWALK WIDENING page 1 of 12 Project 10773 represents and warrants that it will perform its work in accordance with generally accepted industry standards and practices for the profession or professions that are used in performance of this Agreement and that are in effect at the time of performance of this Agreement. Except for that representation and any representations made or contained in any proposal submitted by the Contractor and any reports or opinions prepared or issued as part of the work performed by the Contractor under this Agreement, Contractor makes no other warranties, either express or implied, as part of this Agreement. 1 .4 Services and work provided by the Contractor at the City's request under this Agreement will be performed in a timely manner in accordance with a Schedule of Work, which the parties hereto shall agree to. The Schedule of Work may be revised from time to time upon mutual written consent of the parties. 2. Consideration 2.1 The Contractor shall be compensated on a Not-To-Exceed basis as provided in Exhibit B "Payment Schedule" attached hereto and by reference made a part hereof for the Not-To-Exceed amount of $1 17,400.00. 2.3 Except as expressly provided in this Agreement, Contractor shall not be entitled to receive from the City any additional consideration, compensation, salary, wages, or other type of remuneration for services rendered under this Agreement including, but not limited to, meals, lodging, transportation, drawings, renderings or mockups. Specifically, Contractor shall not be entitled by virtue of this Agreement to consideration in the form of overtime, health insurance benefits, retirement benefits, paid holidays or other paid leaves of absence of any type or kind whatsoever. 3. Term: 3.1 This agreement shall become effective upon execution by both parties, and shall expire upon (a) completion of the agreed upon work, (b) or unless sooner terminated as provided in Sections 3.2, 3.3, and Section 4 below or unless some other method or time of termination is listed in Exhibit A. 3.2 Should Contractor default in the performance of this Agreement or materially breach any of its provisions, City, at City's option, may terminate this Agreement by giving written notification to Contractor. LINDER RD SIDEWALK WIDENING Project '10773 page 2 of 12 2.2 The Contractor shall provide the City with a monthly statement and supporting invoices, as the work warrants, of fees earned and costs incurred for services provided during the billing period, which the Citywill paywithin 30 days of receipt of a correct invoice and approval by the City. The City will not withhold any Federal or State income taxes or Social Security Tax from any payment made by City to Contractor under the terms and conditions of this Agreement. Payment of all taxes and other assessments on such sums is the sole responsibility of Contractor. 3.3 Should City fail to pay Contractor all or any part of the compensation set forth in Exhibit B of this Agreement on the date due, Contractor, at the Contractor's option, may terminate this Agreement if the failure is not remedied by the City within thirty (30) days from the date payment is due. 4. Termination: 4.1 lf, through any c€luse, CONTRACTOR, its officers, employees, oragentsfails to fulfill in a timely and proper manner its obligations under this Agreement, violates any of the covenants, agreements, or stipulations of this Agreement, falsifies any record or document required to be prepared under this agreement, engages in fraud, dishonesty, or any other act of misconduct in the performance of this contract, or if the City Council determines that termination of this Agreement is in the best interest of CITY, the CITY shall thereupon have the right to terminate this Agreement by giving written notice to CONTRACTOR of such termination and specifying the effective date thereof at least fifteen (15) days before the effective date of such termination. CONTRACTOR may terminate this agreement at any time by giving at least sixty (60) days notice to CITY. ln the event of any termination of this Agreement, all finished or unfinished documents, data, and reports prepared by CONTRACTOR under this Agreement shall, at the option of the CITY, become its property, and CONTRACTOR shall be entitled to receive just and equitable compensation for any work satisfactorily complete hereunder. 4.2 Notwithstanding the above, CONTRACTOR shall not be relieved of liability to the CITY for damages sustained by the CITY by virtue of any breach of this Agreement by CONTRACTOR, and the CITY may withhold any payments to CONTRACTOR for the purposes of set-off until such time as the exact amount of damages due the CITY from CONTRACTOR is determined. This provision shall survive the termination of this agreement and shall not relieve CONTRACTOR of its liability to the CITY for damages. 5. lndependentContractor: 5.'1 ln all matters pertaining to this agreement, CONTRACTOR shall be acting as an independent contractor, and neither CONTRACTOR nor any officer, employee or agent of CONTRACTOR will be deemed an employee of CITY. Except as expressly provided in Exhibit A, Contractor has no authority or responsibility to exercise any rights or power vested in the City and therefore has no authority to bind or incur any obligation on behalf of the City. The selection and designation of the personnel of the CITY in the performance of this agreement shall be made by the CITY. 5.2 Contractor, its agents, officers, and employees are and at all times during the term of this Agreement shall represent and conduct themselves as independent contractors and not as employees of the City. LINDER RD SIDEWALK WIDENING Project '10773 page 3 of '12 5.3 Contractor shall determine the method, details and means of performing the work and services to be provided by Contractor under this Agreement. Contractor shall be responsible to City only for the requirements and results specified in this Agreement and, except as expressly provided in this Agreement, shall not be subjected to City's control with respect to the physical action or activities of Contractor in fulfillment of this Agreement. lf in the performance of this Agreement any third persons are employed by Contractor, such persons shall be entirely and exclusively under the direction and supervision and control of the Contractor. 6. Sub-Contractors: Contractor shall require that all of its sub-contractors be licensed per State of ldaho Statute # 54-'1901 . 7 . Removal of Unsatisfactory Employees: The Contractor shall only furnish employees who are competent and skilled for work under this contract. lf, in the opinion of the City, an employee of the Contractor is incompetent or disorderly, refuses to perform in accordance with the terms and conditions of the contract, threatens or uses abusive language while on City property, or is otherwise unsatisfactory, that employee shall be removed from all work under this contract. 8. lndemnification and lnsurance: 8.1 CONTRACTOR shall indemnify and save and hold harmless CITY and it's elected officials, officers, employees, agents, and volunteers from and for any and all losses, claims, actions, judgments for damages, or injury to persons or property and losses and expenses and other costs including litigation costs and attorney's fees, arising out of, resulting from, or in connection with the performance of this Agreement by the CONTRACTOR, its servants, agents, officers, employees, guests, and business invitees, and not caused by or arising out of the tortious conduct of CITY or its employees . CONTRACTOR shall maintain. and speciflcallv aqrees that it will maintain. throuqhout th e term of this Aqreement. liabilitv insurance. in which t he CITY shall be named an additional insured in the minimum amounts as follow: General Liability One Million Dollars ($1,000,000) per incident or occurrence, Automobile Liability lnsurance One Million Dollars ($1 ,000,000) per incident or occurrence and Workers' Compensation lnsurance, in the statutory limits as required by law.. The limits of insurance shall not be deemed a limitation of the covenants to indemnify and save and hold harmless CITY; and if CITY becomes liable for an amount in excess of the insurance limits, herein provided, CONTRACTOR covenants and agrees to indemnify and save and hold harmless CITY from and for all such losses, claims, actions, or judgments for damages or injury to persons or property and other costs, including litigation costs and attorneys' fees, arising out of, resulting from , or in connection with the performance of this Agreement by the Contractor or Contractor's officers, employs, agents, representatives or subcontractors and resulting in or attributable to LINDER RD SIDEWALK WIDENING page 4 of '12 Project '10773 personal injury, death, or damage or destruction to tangible or intangible property, including use of. CONTRACTOR shall provide CITY with a Certificate of lnsurance, or other proof of insurance evidencing CONTRACTOR'S compliance with the requirements of this paragraph and file such proof of insurance with the CITY at least ten (10) days prior to the date Contractor begins performance of it's obligations under this Agreement. ln the event the insurance minimums are changed, CONTRACTOR shall immediately submit proof of compliance with the changed limits. Evidence of all insurance shall be submitted to the City Purchasing Agent with a copy to Meridian City Accounting, 33 East Broadway Avenue, Meridian, ldaho 83642. 8.2 lnsurance is to be placed with an ldaho admitted insurer with a Best's rating of no less than A-. 8.3 Any deductibles, self-insured retention, or named insureds must be declared in writing and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles, self-insured retentions or named insureds; or the Contractor shall provide a bond, cash or letter of credit guaranteeing payment of losses and related investigations, claim administration and defense expenses. 8.4 To the extent of the indemnity in this contract, Contractor's lnsurance coverage shall be primary insurance regarding the City's elected officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the City or the City's elected officers, officials, employees and volunteers shall be excess of the Contractor's insurance and shall not contribute with Contractor's insurance except as to the extent of City's negligence. 8.5 The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurels liability. 8.6 All insurance coverages for subcontractors shall be subject to all of the insurance and indemnity requirements stated herein. 8.7 The limits of insurance described herein shall not limit the liability of the Contractor and Contractor's agents, representatives, employees orsubcontractors. 9. Time is of the Essence: The parties hereto acknowledge and agree that time is strictly of the essence with respect to each and every term, condition and provision hereof, and that the failure to timely perform any of the obligations hereunder shall constitute a breach of, and a default under, this Agreement by the party so failing to perform. LINDER RD SIDEWALK WIDENING Project 10773 page 5 of 12 10. Bonds: Payment and Performance Bonds are required on all Public Works lmprovement Projects per the ISPWC and the City of Meridian Supplemental Specifications & Drawings to the ISPWC, which by this reference are made a part hereof. Contractor is required to furnish faithful performance and payment bonds in the amount of 100% of the contract price issued by surety licensed to do business in the State of ldaho with a Best's rating of no less than A-. ln the event that the contract is subsequently terminated for failure to perform, the contractor and/or suretywill be liable and assessed for any and all costs for the re-procurement of the contract services. 11. Warranty: All construction and equipment provided under this agreement shall be warranted for 2 years from the date of the City of Meridian acceptance per the ISPWC and the Meridian Supplemental Specifications & Drawings to the ISPWC and any modifications, which by this reference are made a part hereof. All items found to be defective during a warranty inspection and subsequently corrected will require an additional two (2) year warranty from the date of City's acceptance of the corrected work. 12. Changes: The CITY may, from time to time, request changes in the Scope of Work to be performed hereunder. Such changes, including any increase or decrease in the amount of CONTRACTOR'S compensation, which are mutually agreed upon by and between the CITY and CONTRACTOR, shall be incorporated in written amendments which shall be executed with the same formalities as this Agreement. 13. Taxes: The City of Meridian is exempt from Federal and State taxes and will execute the required exemption certificates for items purchased and used by the City. ltems purchased by the City and used by a contractor are subject to Use Tax. All other taxes are the responsibility of the Contractor and are to be included in the Contractor's Bid pricing. 14. MeridianStormwaterSpecifications: All construction projects require either a Storm Water Pollution Prevention Plan (SWPPP) or an erosion sediment control plan (ESCP) as specified in the City of Meridian Construction Stormwater Management Program (CSWMP) manual. The CSWMP manual containing the procedures and guidelines can be found at this address: http://www.meridiancitv.orq/environmental.a spx?id=13618. LINDER RD SIDEWALK WIDENING Project 10773 page 6 of 12 Contractor shall retain all stormwater and erosion control documentation generated on site during construction including the SWPPP manual, field inspections and amendments. Prior to final acceptance of the job by the City the contractor shall return the field SWPPP manual and field inspection documents to the City for review. A completed Contractor Request to File Project N.O.T. with the EPA form shall be provided to the City with the documents. These documents shall be retained, reviewed and approved by the City prior to final acceptance of the project. 15. ACHD: Contractor shall be responsible for coordinating with the City to obtain appropriate ACHD permit(s) and will reimburse the City for fees, fines, or penalties City incurs due to Contractor's violation of any ACHD policy. City shall certify to ACHD that Contractor is authorized to obtain a Temporary Highway and RighGof-Way Use Permit from ACHD on City's behalf. The parties acknowledge and agree that the scope of the agency granted by such certification is limited to, and conterminous with, the term and scope of this Agreement. 16. Reports and lnformation: 16.1 At such times and In such forms as the CITY may require, there shall be furnished to the CITY such statements, records, reports, data and information as the CITY may request pertaining to matters covered by this Agreement. '16.2 Contractor shall maintain all writings, documents and records prepared or compiled in connection with the performance of this Agreement for a minimum of four (4) years from the termination or completion of this or Agreement. This includes any handwriting, typewriting, printing, photo static, photographic and every other means of recording upon any tangible thing, any form of communication or representation including letters, words, pictures, sounds or symbols or any combination thereof. 17. Audits and lnspections: At any time during normal business hours and as often as the CITY may deem necessary, there shall be made available to the CITY for examination all of CONTRACTOR'S records with respect to all matters covered by this Agreement. CONTRACTOR shall permit the CITY to audit, examine, and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data relating to all matters covered by this Agreement. 18. Publication, Reproduction and Use of Material No material produced in whole or in part under this Agreement shall be subject to copyright in the United States or in any other country. The CITY shall have unrestricted authority to publish, disclose and otherwlse use, in whole or in part, any reports, data or other materials prepared under this Agreement. LINDER RD SIDEWALK WIDENING page 7 ol 12 Project 10773 19. Equal Employment Opportunity: ln performing the work herein, Contractor agrees to comply with the provisions of Title Vl and Vll of the Civil Rights Act, Revenue Sharing Act Title 31, U.S. Code Section 2176. Specifically, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap. Contractor will take affirmative action during employment or training to insure that employees are treated without regard to race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap. ln performing the Work required herein, CONTRACTOR shall not unlawfully discriminate in violation of any federal, state or local law, rule or regulation against any person on the basis of race, color, religion, sex, national origin or ancestry, age or disability. 20. Employment of Bona Fide ldaho Residents: Contractor must comply with ldaho State Statute 44-1002 which states that the Contractor employ ninety-five percent (95%) bona fide ldaho residents. 21. Advice of Attorney: Each party warrants and represents that in executing this Agreement. lt has received independent legal advice from its attorney's orthe opportunityto seek such advice. 22. Attorney Fees: 23. ConstructionandSeverability: lf any part of this Agreement is held to be invalid or unenforceable, such holding will not affect the validity or enforceability of any other part of this Agreement so long as the remainder of the Agreement is reasonably capable of completion. 24. Waiver of Default: Waiver of default by either party to this Agreement shall not be deemed to be waiver of any subsequent default. Waiver or breach of any provision of this Agreement shall not be deemed to be a waiver of any other or subsequent breach, and shall not be construed to be a modification of the terms of this Agreement unless this Agreement is modified as provided above. LINDER RD SIDEWALK WIDENING Project 10773 page 8 of 12 Should any litigation be commenced between the parties hereto concerning this Agreement, the prevailing party shall be entitled, in addition to any other relief as may be granted, to court costs and reasonable attorneys'fees as determined by a Court of competent jurisdiction. This provision shall be deemed to be a separate contract between the parties and shall survive any default, termination orforfeiture of this Agreement. 25. Entire Agreement: This Agreement contains the entire agreement of the parties and supersedes any and all other agreements or understandings, oral of written, whether previous to the execution hereof or contemporaneous herewith. 26. Assignment: 27. Payment Request: Payment requests shall be submitted to City of Meridian through the City's project management software. The Project Manager will compare the invoice against the Payment Schedule in the Agreement for compliance. Upon approval that the work has been done and is in compliance with the Agreement, the Project Manager will approve the pay request for processing. City of lvleridian payment terms are Net 30 from the date City receives a correct invoice. Final payment will not be released until the City has received a tax release from the Tax Commission. 28. Cleanup: 29. Order of Precedence: The order or precedence shall be the contract agreement, the lnvitation for Bid document, then the winning bidders submitted bid document_ 30. Compliance with Laws: ln performing the scope of work required hereunder, CONTRACTOR sha comply with all applicable laws, ordinances, and codes of Federal, State, and local governments. 31. Applicable Law: This Agreement shall be governed by and construed and enforced in accordance with the laws of the State of ldaho, and the ordinances of the City of Meridian. LINDER RD SIDEWALK WIDENING Project 10773 page I of 12 It is expressly agreed and understood by the parties hereto, that CONTRACTOR shall not have the right to assign, transfer, hypothecate or sell any of its rights under this Agreement except upon the prior express written consent of CITY. Contractor shall keep the worksite clean and free from debris. At completion of work and prior to requesting final inspection, the Contractor shall remove all traces of waste materials and debris resulting from the work. Final payment will not be made if cleanup has not been performed. 32. Notices: Any and all notices required to be given by either of the parties hereto, unless otherwise stated in this agreement, shall be in writing and be deemed communicated when mailed in the United States mail, certified, return receipt requested, addressed as follows: CITY City of Meridian Purchasing Manager 33 E Broadway Ave Meridian, 1D 83642 208-489-0417 CONTRACTOR BRICON, INC. Attn: Mark Brice 7244 Ustick Road Nampa, ID 83687 Phone: 208-888-3746 Email: bricon1@a msn.com Idaho Public Works License #011823 Either party may change their address for the purpose of this paragraph by giving written notice of such change to the other in the manner herein provided. 33. Approval Required: This Agreement shall not become effective or binding until approved by the City of Meridian. CITY OF MERIDIAN BRICON, INC. BY:- m� - - BY: TAMMY de W D, MAYOR Dated: /6P / �l Dated: 1/9/18 r �" �� o�P� Approved by Council: Ep AUGUST,' C/ Q , o� 2 ('ity of Attest `E IDIAN�,_.. W C.JA COLE ITY CLERK s� SEAL Purchasing Approval r� BY: KEITH CIV ur /asfng Manager Dated:: ( / _ Project Manager Mike Barton LINDER RD SIDEWALK WIDENING Project 10773 Departm t Approval BY: STEVE SIgDOWAY, Parks & Rec Director Dated:: II 0/1'1 page 10 of 12 EXHIBIT A SCOPE OF WORK SPECIFICATIONS / SCOPE OF WORK All construction work shall be done in accordance with the current version of the ldaho Standards for Public Works Construction (ISPWC), the 2013 City of Meridian Supplemental Specifications to the ISPWC (and any Addendums). See separate attached documents: PLANS & SPECIFICATIONS By The Land Group dated 7-12-2017 (10 of pases) o LINDER RD SIDEWALK WIDENING Project '10773 page 11 of 12 Exhibit B MILESTONE / PAYMENT SCHEDULE Total and complete compensation for this Agreement shall not exceed $1 17,400.00. A. LINDER RD SIDEWALK WIDENING Prolect 10773 Milestone 1 Substantial Completion 60 Days from Notice to Proceed Milestone 2 Final Completion 70 Days from Notice to Proceed Contract includes furnishing all labor, materials, equipment, and incidentals as required for the LINDER RD SIDEWALK WIDENING. NOT TO EXCEED CONTRACT TOTAL.$11At00-00 Contract is a not to exceed amount. Line item pricing below will be used for invoice verification and any additional increases or decreases in work requested by city. The City will pay the contractor based on actual quantities of each item of work in accordance with the contract documents. Item No.Description Quantity Unit Price 1 Allowance for ACHD permit I $3,000 2 Mobilization, surveying, and traffic control 1 $5,400 3 Demolition of concrete and asphalt 1 $14,500 4 SWPPP 1 $6,500 5 Excavation, asphalt, and gravel base I $28,000 6 Concrete 1 $60,000 TOTAL AMOUNT $117,400 page 12 of 12 M ILESTON E DATES/SCHEDU LE PRICING SCHEDULE Contract Pricing Schedule #AIA DocumentA31 zr' -zolo PREMIUM IS FOR THE GONTRACTTERii AND IS SUBJECT TO ADJUSTMENT BASED ON FINAL CONTRACT PRICE Bond No.811488PPertormance Bond CONTRAGTOR: (Name, legal slalus andfuess) Bricon, lnc. 7244 Ustick Rd. Nampa, lD 83687 OWNER: (Nane, legal staus and adbess) City of Meridian 33 E. Broadway Ave. Meridian, lD 83642 coilsTRucfloN cot{TRAgr Date: J2nu3ry _,2018 Amount: $117,400.00 Amount: $117,400.00 I{oCilicxirons to €ris Bond: E None Name andTirle: Pi€rJlErut Description: (Name and locatiofl Linder Rd. Sidewalk Widening Project No. 10773 EOND Datc: January 9, 2018 (Not earlier tlun Constnrction Contact Date) SURETY: Name, legal status and principal place ofbusiness) Developers Surety and lndemnig Company 17771Cowan, Suite 100 lrvine, CA 92614 O See Section t6 Seal) and I Company Signature: Name and Title: le Day, Attorney-l Thls rlocumenl ha! fnportent hgal ooBcqucncs!, ConEdtauon wllh an sttomey ls encourag€d wi0t rB3ped to ib cornpledlon or modlllcatm. Arry slryular r6rcnce to CoIlrador, Sue{y, Orer or other paily shafl be consldered plural whcIs applicablc. AIA DoqJment A312-m1O co]I$ines truo Geparate bo]rd!, a Perbrnance Bond and a Paymenfl Bond, lnto orp form, Thls ls not a single con$ined Perbrnanco and Psyment Bond. COI{IRA TORAS PRIIiICIPAL SURETYCompany: (Corporate Seal) Company: Bricon, lnc. Developers Signature:tv.g/,-z- C fr- (Atty odditiorol signalures appear on ile last page of this performance Bond.) (FOR INFORMAflON ONLY- Name, address and telephone) AGEIT or BRoKER: owNER,ShEPnEsemIrw: Allied Bonding, (Architect, Engineer or other party:) a subsidiary of Pinnacle Surety Services 5605 Overland Rd. Boise, lD 83705 Phone (208) 345-4177 lnlt Al,ADocuDf,rtAtl2E I 1 - 2010. Th. Arn dc.n tn.ttub d^rchlbct .ilIt0 MR3I lCArrrl():l Tt43Mr?Ur..a1A ( :lijlti r.i ':)Ail i,'!, : . ,, '.| )l|.. : ri.HUe J. (ii,aA .. A2 :::: .1 S I The Conrractor and Surety, joiltly ad severalty, bind themselves, their heirs, executors, administratoN, succcssors and assigns to lhe Owner for the perfomsnce oflhe Construction Contract, which is incorporaled her€in by reference. S 2 Ifthe Contractor performs thc Construction Contlact, the Surcty and fie Contrsctor shall have no obligation undcr this Bond, €xc€pt when spplicable to participatc in a conf€rrnce as provided in Section 3. $ I Ifthere is no Owner Default under the Constuction Contract, thc Suety's obligation undcr this Bond shall arise after .'l the Owner fiffi provides notice to the Contractor and the Surcty that the Ownel is considering declaring a Cootractor Default, Such notice shall indicate whether the Owner is requesting a confercnce among the Owoer, Contractor and Surcty to discuss the Co[tractor's performance, lf thc Owner does oot request a conference, the Surety may, within five (5) business days after receipt ofthe Owner's notice, request such a conference. Iflhe Surety timely requests a confcrence, the Owner shall attend. Unless the O$,ner agrees otherwise, any conference requested under this Section 3,1 shall be held within ten (10) business days oflhe Surety's receipt ofthe Owner's notice. Ifthe Owner, the Contractor ard the Surcty agree, the Contractor shall bc allowed a reasonable time to perform the ConsEuction Contiact, but such an agreement shall not waive the Owler's right, ifany, subsequently to declarc a Contractor Dcfault; 2 the Owner declares a Contractor Default, tcrminates the Construction Contract and notifies the Surety; and .3 the Owner has agreed to pay thc Balance ofthe Contract Price in accordance with the terms ofthe Construclion Contract to the Surety or to a contractor selected to perform th€ Construction Contract. 5 ,[ Failur€ on the part of thc Owncr to comply with the notice requirement in Sectioo 3.1 shall not constitute a failure lo comply witl a condition pr€ccdcnt to the Surcty's obligations, or relcasc the Surety from its obligatioos, except to lhe €xtent the Su€ty demonshates actual prejudice. $ 5 When thc Owner has satisfied the conditions ofsection 3, the Surety shall promptly and at the Surety's expense takc one ofthe following actions: $ 5.1 Arrange for the Contractor, with the colsEnt ofthe Owner, to perform and complde ihe Construction Contract; $ 5.2 Undertakc to perform a,rd complete the Construction Contact itself, through its agents or ind@endent contractorsi S 5.3 Ohain bids or negotiated proposals from qualified contractors acceptable to the Owncr for a contract for performance and completion ofthe Construclion Contract, arrange for a contract to be prcparcd for exccution by the Owner and a contractor selected with the Owner's concurrcnce, to be securcd with performanc€ and payment bolds executcd by a qualified surcty equivalent to the bonds issued on the Constructiol Contract, and pay to the Owner lhe amount ofdamagcs as described in Section 7 in excess ofthe Balancc ofthe Contract Price incurred by the Owner as a result ofthe Contractor Default; or S 5.4 Waive its right to perform and compl€te, arrange for completion, or obtain a new co[tractor and with reasonable promptness under the circumstances:.l After inYestigation, determine the amount for which it may be liable to the Owler and, as soon as practicable afler the amount is detcrmined, make paymo[t to the Owner; or,2 Deny liability in whole or in part and notiry the Owner, citing the rossons for denial. S 6lfthe Surety do€s nol proceed as provided in Section 5 with reasonable promptness, the Surcty shall be deemed to be in defauh on $is Bond seven days after reccipt ofan additional written noticifrom the Owne;to the Surety demanding that the Surety perform iB obligations under this Bond, and the Owner shall be entitled to enforce'any remedy available to the owner. Ifthe Surety procccds as provided in Seclion 5.4, and the Owner refuses the payment or the_ Surety has denied liability, in whole or in pat, without further notice rhe Owner shall be enritled to "nioi" "nyrcmedy available to the Ovmer. 2 lnll AtA Oocltnl.m Atl2u - 2010. Th. Arncricin h.titr. ot Arcnn6d.. I S 7 lfthe Sur€ty elecls to act under Section 5.1, 5.2 or 5.3, then rhe responsibilities ofthe Surety to the Owner shall not be greater than those ofthe Contraator under the Construction Contract, and the rcsponsibilities ofthe Ownq to the Surety shall not be greater than thos€ ofthc Ownff undcr the Consmrdion Contract. Subject to the commitment by the Owner to pay the Bslancc ofthe Contract Price, the Surety is obligated, without duplication, for .l the responsibilities ofthe Contacror for correction ofdefective \f,ork and completion ofrhe Construction ConFact; .2 addilional legal, dosign professional and delay costs resulting fiom thc Contractor's Default, and resulting from the actions or failure to acl ofthe Surety under Section 5; and .3 liquidated damages, or ifno liquidated damages are specified in the Construction Cont"act" actusl damages caused by delaycd performance or non-performance ofthe Contmctor. ! E Ifthe Sur€ty elects to act undcr Scclion 5.1, 5.3 or 5.4, thc Surety's liability is limited to thc amount ofthis Bond. ! 9 The Surety shall not be liable to the Owner or othen for obligations ofthe Contractor that are unrelated to the ConsEuction Con8act, and the Balance offte Contract Price shall not be reduced or set offon account of any such unr€lated obligations. No dght ofaction shall accnre on this Bond to any person o. entity other than the Owner or its heirs, executots, administrators, succcssors and assigns. ! l0 The Surety hereby waivcs noticc ofany change, including changes offime, to the Construction Contract or to rclatcd subcontracts, purchase orders and other obligations. $ il Any proceeding, tegal or equitable, under this Bond may be instituted in any court of competentjurisdiction in the location h which the work or pan ofthc wort is located and shall be instituted within two yea[s after a declaration of Contractor Default or within two years after the Contsactor ceased working or within two years after the Surety refrlses or fails to perform irs obligations under this Bo[d, .l ,hichever occurs fi.st. Ifthe provisions of this Paragraph ars void orprohibilcd by law, the minimum period of limitation available to sureties as a defeose in lhejurisdiction of thc suit shall be applicable. S 12 Notic€ to the Sur€ty, the Owner or the Contractor shall b€ mailed or delivered to the address shown on the pagc on which their signanue appcars. $ 13 When this Bond has been fumished to comply with a satutory or other legal requirement in the Iocation where thc construction was to be performed, any provision in this Bond canflicting wirh said statutory or legal requirement shall bc deemed delered herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated hersirt. When so fumished, the inte is that this Bond shall be constsued as a statutory bond and not as a common law bond. S 14 Doflnltlonr $ l4.l Baltnc€ of the Conlnct Pdce. The total amount payable by the Owner to the Contractor under the Constuction Contact 8fter all pmper adjustments have been made, including allowance to the Contractor ofany amounts received or to b€ received by the Owller in settlement of insurance or other claims for damages to which thc Contractor is cntitlcd, reduced by all valid and proper payments made to or on behalfofthe Coniractor under 0te Construction Contract. $ l{2_comtrut-tlon conhsct rhe agreement between the owner and contractor idcntified on the cover page, including all contract Documents and changes made to the agreement aod the contract Documents. S 14,3 ContEc-tor Odault Failure ofthe co[tractor, which has not been remedied or waived, to perfom or otherwise tocomply with a material term ofthe Construction Contracl. S l4'4 OwnGr Default' Failurc ofthe owner, which has not be€n r€medied or waived, to pay the coatractor as requiredu[der thc construction conkacl or to perform and complete or comply with thc other material terms of theConstuction Contract. S 14.5 Cont"c-t Documcnti All the documents that compris€ lhe agreement b€tween the Owner and Contractor. S.ls.If this Bond is issued for an agreement b€tween a conEactor and subcontractor, the term conractor in this Bondshall be deemed to be Subcontrsctor and lhe tem Owner shall be deemed to be Contractor. 3 lnll ll^ Oocurn nt A3t2i - m10. Th. turEra.n tntdtub ofAE liEcis, $ 16 Modifications to this bond are as follows: None (!ry:e-is ptouided belawfor additional signatwes ofqdded parties, other ,han those appeqring on the covet page.) CO]iIIRACTOR AS PRII{CIPAL 'SURETY Company: (Corporate Seal) Company; (Corporate Seal) Signaturc; Name aod Title: Addrcss Signature; Name and Title: Address CAUIION: Yor lhoutd llgn !n change! rlll llot bo obscuBd. ortglnrl AtA Coma.ct Oocu,rlort, on w ch thlE tet !pp{r! ln RED. An orlgln.l asr!]E. that tnll AIA Ooq,mri A3t 2n - 2OlO. Th. Arn.ri:.n tndlhrb ot Archfilcb. 4 #AIA Document A312rM - 2010 PaymentBond PREMIUM IS FOR THE CONTRACTTERM AND IS SUBJECT TO ADJUSTMENT BASED ON FINAL CONTRACT PRICE Bond No. 811488P COI{IMCTOR: (Name, legal status and ad&ess) Bricon, lnc. 7244 Ustick Rd. Nampa, lD 83687 OIY ER: (Nane, legal statut and o&rcss) City of Meridian 33 E. Broadway Ave. Meridian, lD 83642 COIISTRUCNO CoiTIRACI Date: January _, 2018 ameuor $117,400.00 BOTID Datr: January 9,2018 (No, e$lier tlsn Construclion Contract Date) Amount: $1 17.400.00 A{odificaoiom to this Bond DascriDtion: Nami and locatio Linder Rd. Sidewalk Widening Project No. 10773 SURETY: (Nome, legql slalus and pincipal place of busiaess) Developers Surety and lndemnity Company Five Centerpointe, Suite 530 Lake Oswego, OR 97035 E Nonc tr Scc Scction t8 ThE doqJmeri ha! important l€gal coEcquanca!. ConEdlstion wlth an attomy ls eflcouraoed wllh ragpect to lE comCe0on or modlfcallon. Ary Jngula, rslbrence to Contracior, Surty. otwEr or otE. p.rty shall be conluolEd plrr.l vltEra appllcablo. AtA Ooqrn6, A312-m10 comblrE3 tro lsparai! bords, a Pcrbnnanc! Bord and I PaynEn[ Bord. into orE form. Th& l! not ! rl.lglc combin€d mnrlanca ard PayrEnl Bond. COFIRA TOf, AS PRII{CIPALCompany: (Corporate Seal) Bricon, lnc SIJRETY Company: Developers mpany (Coryorate Seal) rety and ln demn itv Signaturc:fu.-"- c A--SigBture: Name and Title: Namc helle Day, Attorney-ln-Factur67p1s. fR€ttkut. (Any oditionol signatures appear on tle last page ofthis Pd'tnent Bond") (FOR INFORMATION ONLI - Name, address and telephorp) AGEI{I or BROIGR: owilERs iIEPRisEilTATNE: Allied Bonding, (Atchitecl' Engineer or other parly) a subsidrary of Pinnacle Surety SeMces 5605 Overland Rd. Boise, lD 83705 Phone l2OB) 3454177 lnt- AIA Oocun .a A!l2t - 2010. Th. Aryl.'ic.n tn.tiiub d ArctiGct . 5 :!7--. $ I The Contracror and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, suocessors and assigns to lhe Owner to pay for labor, materials 8rd equipm€nt fumished for use in thc performance ofthe Construction Contsact, which is incorporated herein by reference, subject to the following terms. $ 2 Ifthc Contactor prcmptly makes payment ofall sums due to Claimants, and defends, indemnifies aod holds harmless the Owner from claims, demands, licns or suis by any pe6on or entity seeking payment for labor, materials or equipment fumished for use in the performance ofthe Constsuction Conhact, then the Surety and the Contractor shall have no obligation under this Bond. $ 3 lfthere is no Owner Default under the Constuction Contract, the SurEty's obligation to the OPncr under lhis Bond shall adse after the Owner has promptly notificd thc Contmctor and thc Surety (at the addrcss described in Section 13) ofclaims, demands, liens or suits agaiost the Owner or the Owner's property by any peBon or entity secki[g paymcnt for labor, materials or cquipment fumished for use in thc performance ofthe Construction Cont-.ct and tendered defense ofsuch claims, demands, liens or suits to the Contactor and the Surety. $,1When the Owner has satisfied thc conditions in Section 3, the Surcty shall promptly and at the Surety's expensc dcfend, indermiry and hold harmless the Owner against a duly tendercd claim, demand, lien or suit. 0 5 The Surety's obligations to a Claimant under this Bond shall arise afler the following: S 5.,l Claimants, who do not have a direct contract with the Corrtractor, .1 have fumished a written rlotice ofnon-payment to the Contractor, stating with substantial accumcy the amount claimed and the name of0re party to whom the materials vrere, or equipment was, firmished or supplied or for whom thc labor \,yas done or performed, within ninety (90) days after having last performed labor or last fimished materials or equipment included in the Claim; and,2 have sent a Claim to the Surety (et the address described in Section l3). S 52 Clsimants, who are employed by or have a direcl conEact with the Contractor, have sent 8 Claim to the Surety (at the address described in Section l3). $ 6 If a noticc of non-payment required by Section 5.1. I is given by the Owner to the Conbactor, that is sullicient to satisry a Chimant's obligation to fumisb a written notice ofnon-payment undcr Section 5.1.1. $ 7 When a Claimant has satisfied the condirions ofScctions 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Su€ty's expense take the following aclions: $ 7.1 Scnd an answcr b rhe claimant, with a copy to the o'wner, within sixty (60) days after receipt ofthe claim, stati[g thc amounts lhal are undisputed and the basis for challenging any amouts that are disputed; and ! 7.2 Pay or anange for payment of any undisput€d amounts. 0 7.3 Thc Surcty's failure to discharye its obligations under Scction 7.1 or Section 7.2 shall not be deemed to constitute a waiver ofdefenses the surety or Contractor may have or acquire as to a Claim, cxcept as to undisputed amou[ts for which the Surety and Claimant have r€ached agreement. If, however, the Suety fai[ to discharg; its obligations under Section 7.1 or Section 72, the sur€ty shall indcmnif the Claimant for thi rcasonable ano;ey's fees the clsimant incurs thereafter to recover any sums found to be due and owing to the claimant. S I The Surety's total obligstion shall not exceed the_amount ofthis Bon4 plus the amount ofrpasonable attomey's fees provided under Section 7.3, and the amount ofthis Bond shall be credited for any payments made in good fiith by the SurEty. S I Amounls owed by the Owner to the Contractor under the Construction Contract shall be used for the performance ofthe cor*truction contract and ro satisry daims, ifany, under any construction performance bond. By ihe conFactor firmishing and the Owner accepting this Bond, rhey agree that all fund; earned by Oe Cont;ctor in the Performanc€ ofthe constmction contracl are_ dedicated to satisfi obligations ofthe ContracLr and Surcty undei thisBond, subjecr ro the Owner's priority to use the funds for rhc completilon ofthe work. InlL AIA Oocl|m.rn lt2E - zOtO. Th. ,l,n dc.n tnditrrb dArE @tr. 6 $ 10 The Surety shall nor be liable to the Owner, Claimants or others for obligations ofthe Contractor that are unlElated to the CoNtruction Contract. The Owncr shall not be liable for the paymenl ofany costs or expcnses ofany Claimant under this Bond, and shall hayc under this Bond no obligation to make payments to, or give notic€ on behalf of, Claimants or othcrwise have any obligations to Claimants under this Bond. $ ll The Surety hereby waives notice ofany change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. S t2 No suit or action shall be commenced by a Claimant under this Bond other rhan in a court ofcompetent jurisdiction in the state in which the project that is the subject ofthe Construction Contract is located or after the €xpiration ofone year from thc date ( I ) on which thc Claimant scnt I Claim to the Surety pursuant to S€ction 5.1.2 or 5.2, or (2) on which the last labor or service was performed by anyone or the lart materials or equipment were furnished by anyone under tha Construction Contract, whichever of (t) or (2) fint occurs. Ifthe provisions oflhis Paragraph arc void or prohibited by law, the minimum p€riod of limitation available to sureties as a defense in th€ jurisdictioo ofthc suit shall be applicable. $ 13 Noticc and Claims to the Sur€ty, the OwIlcI or thc Contractor shall be mailed or delivered to the address shown on the page on which their signature appcars. Actual receipt ofootice or Claims, however accomplished, shall be sufiicient compliance as ofth€ date received. g l4 Wten this Bond has been fumished to comply with a statutory or other legal rcquir€ment in the location where thc consruction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statulory or other legal requirement shall be d€emed incorporated herein. When so fumished, the intent is that this Bolld shall be construed as a statutory bond and not as a common law bond. S 15 Upon request by any pcnton or entity appearing to b€ a potentiat bencficiary ofthis Bood, the Contractor and Owner shall promptly furnish a copy ofthis Bond or shall permit a copy to be made. S 16 Dorinition! 0 16,1 Chlm. A written statcmenr by the Claimant including at a minimum:.l the name ofthe Claimant; .2 the name ofthe percon for whom the labor was done, or materials or equipment fumished;.3 a copy ofthe ageement or purchase order pusuant to which tabor, maierials or equipment was firmished for use in the performance ofthe Conshuction Contract;.4 I briefdescription ofthe labor, materials or equipment furnished;.5 the date on which the Claimant tast performed labor or last fumish€d materials or equipment for use in the pcrformaocc ofthe Comt uction Contracl;.6 the total amount eamed by the Claimant for labor, mate als or equipment fumished as ofthe date of the Claim;.7 the total amount ofprevious payments received by the Claimant; and.8 the total amount due and unpaid to the Claimant for labor, materials or equipmant fumished as ofthe date of the Claim. $'16.2 Cltlmlnt An individual or entity having a direct contract with the Contractor or with a subcontractor oftheContractor to frrrnish labor, materials or equipment for use in the performance ofthe Construction Contract. Thi termclaimant also includes any individual or entity that has rightfully assen€d a claim under an applicable m""f,.ni"', tia,or similar-slatute.against the real property upon which the Project is located. The intent ofthis'gond shall be toinclude without limitation in thc terms "labor, materials or equipment" that part ofwater, g*, po*"i lighi h""t, oil,gasoline, telephone scrvice or rcltal equipment used in the Cbniruction Contract, archite&ura'l ana eng'ineering'services requirpd for performance ofthe wort oflhe contractor and the contractor's subcontracto6, ;d all oti'eritems for-which a mechanic's lien may be asserted in the jurisdiction where the rabor, mrt"ri;h ";;d;;;;;;*tumished. $ l0'3.comt,-ction cont"ct rhe agreement bctween ihe owner and contractor identified on the cover page,including atl contract Documents and all changes made to the agreement ;d the contract Documents. 7 lnlt AI Irocum.r|l A3l2r - 2010. Thc Am.nc.n hstihrb of ArchitcB. 5 lG.4 Oulrr Dd {. Failurc ofthe Owner, whish hss not bccn rcmedied or waivd to pay thc Contractor as rcquircd undrr thc Constustion Cootract or to pcrfo]m and complstr or comply witt the otter material tlros ofthe Cotrstuction Contract ! lt 5 Cootla{ Doclrtt|.ltta, AII thc doomcnts thot comprisc the agrcement bctsecn thc Owner and Contagtor. C t7 Ifltis Bord is issrcd for 8n agrrcmcot beh ecn I Contsactor and subcontrc'tor, lhc tcrm Cortrsctor in this Bo[d shafl be d€sncd to bc Subcontrrctor 8nd the tcf,m Owncr slull bc dcemed to bc Coltactor. ! ll ModificatioB to this bond arp as follows: None qPyll! Ey!*! lylw lor a&ttoml ttgry,/t aet g o&ed pties, ortgr ,hor tti,ose qpeqing on ,tE cover rce)OOITRACTOR A8 PRilCPA SURETYCompany: (Coryqate Seat) Compaoy: (Corpoare Seal) Signarrc: Nsmc rnd Tidc: Addrpss SiSnatu€: Namc and Title; Addrcss caurloL: You thodd dgn .n otleln.l Ala co rrct oocumng on r ch tllb t xt .pp..[ tn RED, An orletn t .]|r[ th.tclrargra ulll tlot ba obacurud. ,nat AlA Do..!i..i All2 - 2OlO. Tl. Arsic., tndt b o, Ardll..t 8 (NOW ALL BY THESE PRESENTS lhal oc€pl as exple$ly limitsd, DEVELOPERS SURETYANo INoEMNITY COMPANY and INDEMNITY COMPANY OF CAIIFORNIA, do each hersby make, conslitule and appoint "'Jenniler Grenrood, Karyl Richter, Machelle Day, jointly or severally"' p,esents, ars hereby Elif€d and collfirmed. Dani€l Young, Senior Vic€-Presidenl POWER OF ATTORNEY FOR OEVELOPERS SURETY AND INOEMNITY COMPANY INDEMNITY COIi.IPANY OF CALIFORNIA PO Bor 19725 lRVlNE,CAS2623 (919)263-3300 .';:f$lltii; :6i le36 i3: 1:;:;q,55*tr AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, efectivo as ol Janoary 1st,2008 RESOLVED,lhet a combination ol sny lwo of lhe Charrman ol the Board, th€ P@sident, Exoculivo Vic€-Pr€sidenl, Senior Vice-Prcsdont or any Vice Presdent ot lhe lo all6sl lhe exeqJtlon of afly such Pot €rolAllorn6yi RESOLVEo, FURTHER, that th€ signelurss ol such ollice.s may bo af,ixsd lo any such Pow6r o, Altomey or to any cerlrficato rolating lherelo by tacsimil€, and any soch or conlracl o, surelyshjp to which it is altachod. lN WITNESS WHEREOF. DEVET0PERS SURETYAND INDEMNITY COT PANY and INDEMNITY COMPANY oF CAL|FORNlAhav6 s€veratty caused lhes€ pros€nts lo be signed by lherr r€spoclive officoE and attosled by their resp€clive Sscrelary orAssislant Socretary lhis 6th day of February,2017 By MarI Lansdon. Vice-President SIate ol Cali,omia County ol OrEng€ ry publi other otficet pleling th 5 c6rl llcate rifi nl v the idenlity the i nd ivid ual s I the d t to which rhi certi nd th6 trulhfu val th at Fsbru 6.2011 Lucille Raymond Nolary Pubhc H.E rnsl Nm .nd I'(. oi UE Ofi6 DanielYou ng and MarI Lansdon 0n p6rsonally appoared , who proled lo me on lhe basis ot satisfactory €vdsnce to be th6 p€rson(s) whoso nama(s) ts/are subscribed lo lhe wilhin hstrument and acknowredg.d to me lhar h€/she/they ersculsd rh6 same in hivhorrhsir aulhonzsd capacily(ies), and that by hbftor/th€ r signaturo(s)on tho rnslrumsnt the p€lson(s), or lhe snlity upon b€half of which lh6 person(s)acl€d, execlted lhe inslrumentLUCTLL€ fiAYL0taO Commiltion , 2mt9a5 iol.ry Puulc - Cdlrornh 0rrn0! Coudy Comm.oct I Plac€ Nolary Seal Abovo Cessie J I cerlify und€r PENALTY OF PERJURY under he laws of lllg Stale of Califomis lhal th€ ,orsgoing paragraph is true and cofiect WITNESS Signalurc my hand and offcialssal CERTIFICATE Lucill6 Notary Public Th6 UNdETSIgNEd' AS SSCIBIAT OTASSiSIANI SECJgIAry Of OEVELOPERS SURETY AND INDEMNITY COI.,IPANY Or INOEMNITY COMPA'iY OF CALIFORNIA, dOES hErObY said coDoralions sel forli in th€ Por,6r of Attomey ars in lorca as of ihe date ol his C€rtilicale. 8y c ocr 5 ,9€)a ATS-1002 (0217) ry {-il- ",,$"nwrg 20lD .::,_iiit$$;.., :6i 'tqto ;-3! ??:i;,.S$ By: ocr.5 19e? ThE Cerlrfrcale is ex€cul€d in lh€ City of trvme, Califomla, this SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME: CONTACT (A/C, No): FAX E-MAIL ADDRESS: PRODUCER (A/C, No, Ext): PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS AUTOSAUTOS NON-OWNED HIRED AUTOS SCHEDULEDALL OWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT ER OTH- STATUTE PER LIMITS(MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) POLICY EFF POLICY NUMBERTYPE OF INSURANCELTR INSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD Meridian ID 83642 33 E Broadway Ave, #106 City of Meridian Ref:#10773 Linder Rd Sidewalk Widening The City of Meridian is listed as Additional Insured Limit $ 30,000 Deductible $ 50008/01/201808/01/201757525403 Installation Floater A 1,000,000 08/01/201808/01/201748525403-00A 2,000,000 2,000,000 1,000,000 5,000 50,000 1,000,000 08/01/201808/01/201757525403YA 18988Auto Owners Insurance 83687IDNampa 7244 Ustick Road BriCon Inc j0@fuhrimanins.com (208) 327-3462(208) 327-3400 Jo Colombo 83714IDBoise 9603 W Chinden Blvd Fuhriman Insurance 1/9/2018 IDSOS Viewing Business Entity Page I of2 IDAHO SECRETARY OF STATE Viewing Business Entity Lawerence Denney, Secretary of State I New Search ] [ Back to Summary ] I Get a certificate of existence for BRICON. INC. ] I Monitor BRICON. INC. business filinos ] BRTCON, rNC. 7244 USTICK RD. NAMPA, ID 83687 Type of Business: CORPORATION, GENERAL BUSINESS Status: GOODSTANDING 17 Nov 2011 State of Origin: IDAHO Date of 20 Aug 2007 Orig i nation/Authorization : Initial Registered Agent: MARK BRICE 7244 USTICK RD. NAMPA, ID 83687 Organizational ID / Filing C774679 Number: Number of Authorized Stock 100000 Shares: Date of Last Annual Report= 28 Jun 2OL7 Annual Report Due: Aug 2018 Original Filing: I Help Me Print/View TIFF ] Filed 2O Aug 2OO7 INCORPORATION View Image (PDF format) View Imaoe (TIFF format) Amendments: I Help Me Print/View TIFF ] Amendment Filed 17 Nov REINSTATEMENT View Imaqe (pDF format)2011 View Imaoe (TIFF format) Annual Reports: Report for year 2Ot7 ANNUAL REPORT Report for year 2OL6 ANNUAL REPORT Report for year 2O1S ANNUAL REPORT Report for year 2Ot4 ANNUAL REPORT Report for year 20t3 ANNUAL REPORT Report for year 2OL2 ANNUAL REPORT Report for year 2011 REINSTATEMENT I Help Me Print/View TIFF ] View Document Online View Document Online View Document Online View Document Online View Document Online View Document Online View Imaqe (PDF format) View Imaoe (TIFF format) Report for year 2OlO https ://www.accessidaho.org/public/sos/corp/ Cl7 4619 .html t/312018 IDSOS Viewing Business Entity Page2 of2 ANNUAL View Imaoe (PDF format) View REPORT Imaoe (TIFF format) Report for year 2OO9 ANNUAL REPORT View Document Online Report for year 2OOB ANNUAL View imaqe (PDF format) View REPORT Imaoe (TIFF format) Idaho Secretarv of State's Main Paqe State of Idaho Home Paqe Comments, questions or suggestions can be emailed to: sosinfo@sos.idaho.qov https ://www. accessidaho. orglpublic/sos/corp/ c 17 46 I 9 .html U3t2018 Engineer's Standard Notes: 1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS. 2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE. 3. ALL EXISTING UTILITY LOCATIONS SHOWN IN THESE PLANS ARE APPROXIMATE ONLY AND MUST BE VERIFIED. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. EXACT LOCATION OF UNDERGROUND UTILITIES CAN ONLY BE DETERMINED BY PHYSICAL EXCAVATION OF THE UTILITY LINE AND SURVEYING THE LOCATION OF THE PIPE OR CONDUIT. CALL "DIG LINE", 48 HOURS IN ADVANCE OF COMMENCING WORK, AT 1-800-342-1585. 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR BIG -LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48 -HOURS PRIOR TO DIGGING. 5. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. 6. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THIS REQUIREMENT AT THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER PRIOR TO FUND DISBURSEMENT COVERING SAID WORK. 7. WORK SUBJECT TO AGENCY OR PROJECT ENGINEER'S APPROVAL MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (0) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK AS SPECIFIED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES TO REMAIN DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE GOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER. 9. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. 10. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 -HOURS PRIOR TO ANY CONSTRUCTION. 11. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), LATEST EDITION, AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE GOVERNING AGENCY. 12. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS. 13. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS OTHERWISE NOTED. THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER. 14. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES. 15. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 16. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS, EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN TRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT. 17. CONTRACTOR SHALL HAVE A STAMPED AND APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), LATEST EDITION, ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN STANDARDS AT THE WORK SITE AT ALL TIMES. 18. 19. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SrTE AT ALL TIMES AND RECORD AS -BUILT INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE THE MARKED UP AS -BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL OF RECORD DRAWINGS. 20. A RECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE. THE GENERAL CONTRACTOR SHALL COORDINATE THE RECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER, REPRESENTATIVE FROM THE CITY OF MERIDIAN PATHWAYS DEPARTMENT, ACHD, ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. Linder Pathway Extension Construction Drawings City of Meridian in Standard Notes: GENERAL CONSTRUCTION NOTES: 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION 0SPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACRD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START Of WORK, 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (8) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 8. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEO/QLPE APPROVED CONSTRUCTION PLANS. 9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. ROADWAY: 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR TO AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY AND UTILITY TRENCHES ABOVE THE PIPE ZONE, 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. WATER: 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). ACHD Standard Notes: 1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. 2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR RIGHT-OF-WAY. 3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT (208) 387-6280. 4. COMPLY WITH DISTRICTS TREE PLANTER POLICY. 5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD -301, SD -303, AND SD -806. A TRAFFIC CONTROL PLAN WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICTS CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE, 6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE DISTRICTS UTILITY COORDINATOR AT (208) 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. 8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS (208) 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. ACHD ROADWAY NOTES: 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL: 2.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 2.1.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 2.1.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 2.1.3. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 2.1.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 2.1.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE SECTION NOTED ON THE ASPHALT PAVING SECTION DETAILS, SHEET C2.50. USE WHICHEVER SECTION IS GREATER. 3. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC DIVISION 300 AND SD -301. BEDDING AND BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC. 4. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION DIVISION. CONTACT CONSTRUCTION DIVISION AT (208)387-6280 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY. CONTACT INSPECTION SERVICES AT (208)387-6280. INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE. 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION SMOOTHLY WITH EXISTING PAVEMENT MARKINGS. Certification of Compliance with Design Standards: 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE . Sheet List Table Sheet Number Sheet Title C1.00 Cover Sheet C1.10 Erosion Control Plan C1.15 Erosion Control Details C1.50 Existlng Conditions and Demolition C1.51 Existing Conditions and Demolition C1.52 Existing Conditions and Demolition C2.00 Site Layout C2.01 Site Layout C2.02 Site Layout C2.50 Site Details 1_7.50 Landscape Details Vicinity Map Client / Owner / Developer: CITY OF MERIDIAN, PARKS & RECREATION DEPT. MIKE BARTON, PARKS SUPERINTENDANT 33 E. BROADWAY AVE. MERIDIAN, ID 83642 PH: 208.489.0553 Project Engineer: THE LAND GROUP, INC. JAMES W. GUTE, P.E. 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616 PH: 208.939.4041 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances ar waivers must be specifically and previously approved by the District in writing. Acceptance M maps menl plans by he District does net relieve the Registered Eeginem IlNlas. By: DATE: ADA COUNTY HIGHWAY DIST T O t w Q .y CIO CD 4.0X W cc 3 cc CL L a) in siddtJ C U) ai ESC General Notes: _WW WWW yVWV2WWW W WWWW--go-W—WWWWW WW WWWWWW -7W- 1. ALL STORM WATER FROM DISTURBED AREA WILL BE CONTAINED ON SITE. ONCRETE WASH 2. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY 14 DAYS AND -- OUT, SEE DETAIL ------ __ - _ - _ - - - - -- - = _ - _ - - WITHIN 24 HOURS OF A STORM EVENT PRODUCING 0.25 INCHES OR SHEET C1.55 ' - _ ?SGREATER - OR - ONCE EVERY SEVEN DAYS. \ l ORTABLE RESTROOMS - - j ^P ri - INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF: \ ANCHOR TO GROUND TO NSTALL FIBER WATTLE PRIOR TO ,F' .: / ti - A THE ENTIRE SITE IS TEMPORARILY STABILIZED OR F PREVENT VANDALISM FO -F0 f0 EARTH DISTURBING ACTIVITIES AT FO FO FO f0 FO OJ EP Oi OJ OJ—)M.Od _ - = 01 -- - B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR $e, EXISTING EDGE Of TURF. REMOVE AT ��_ EP EP EP - - (A EP FINAL STABILIZATION. _ —.FP- - - -�"\ I_ - - _ L T T T T T T - T -" - - 1 C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS 1 -RAN ..-. pE - - '7 - - - 7° (MAY THROUGH SEPTEMBER) IN ARID AREAS AND SEMI -ARID EP EP a�P _ _ - - _-'WW T _-T--iYWf- �'�V: RM 1 R/W - - - R/W -�-- R/W fVW - RiW - N AREAS. / '` -�T T T T T a°� PW FINpW-_FW �. _ gg _tR SS= - --4 �I FW _ _Fga FW -?�- FW . _ - - �� SS SS omS- SS - _ wo 3. DEWATERING IS NOT EXPECTED FOR THIS SITE, ONSITE ESC CONTRACTOR - _ - SS - --_� SS, ° i , IS RESPONSIBLE FOR ALL NON-STORMWATER MANAGEMENT. O 4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS -NEEDED BASIS AS h,1p - - - a l m jp - 7.1% ; DETERMINED BY THE ONSITE RESPONSIBLE PERSON AND DAILY DURING ON • ° A, 5 L - C 2575 - AND OFF -HAUL Of SOILS. 5. ALL DROP INLETS, CATCH BASINS, AND CURB INLETS NOTED ON PLAN SHALL HAVE INLET PROTECTION PROVIDED. SEE THE ESC PLAN DETAILS ON SHEET C1.55 AND MANUFACTURES GUIDELINES FOR INSTALLATION INSTRUCTIONS. 3 - 6. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS POSSIBLE. ANCHOR TO PREVENT VANDALISM. 7. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT CONCRETE OR Site Layout Plan ALL NOT 0 20' 40 DRAIN TO PAVEMENTOVERNIGHT.R CON TRUCRDDRAINY AND TTECONVINGS MANCE. DRAIN TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY HORIZONTAL SCALE: 1° = 20' STANDARDS. G _- D D 0 0 0 0 0 - J -- - ;' - - 8. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT G'AN APPROVED LOCATION. NO MATERIAL IS TO BE STOCKPILED ON SITE. W W W W W W W W W W W W W W-Bl10--7- M M M M M M M M M M M M M M M M M -- TA --- M- 9, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF *�3 3 THE ISPWC. - _ - - - -S°0'0129"E 253.85' - - _ - - - - - - - - _ _ _ _ _ _ _-_ _-- - 10 ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER / NSTALL FIBER WATTLE PRIOR TO OR THE ONSITE RESPONSIBLE PERSON. 3 / EARTH DISTURBING ACTIVITIES AT a P EP EP EP _ - -EP- EP d3 d3 EXISTING EDGE OF TURF. REMOVE AT - EP EP F0 _ _�� --- _ G'r. -_ f,. �_ 11. TOTAL DISTURBED AREA IS APPROXIMATELY 0.49 ACRES. Oi i Oi Oi Oi Oi �ua Oi Oi Oi _ _ Sim -Oi 03 Qi FINAL STABILIZATION. _ 12. UPON CONTRACT APPROVAL BY THE CONTRACTOR, R IS RECOGNIZED THAT F _ _ _ 1-1-1— THE CONTRACTOR HAS REVIEWED THE PLAN DRAWINGS AND THE e T T T T T T T_ T_ -T T-� -T Z-- -T- T T T T T T T 1— 6 -_- R, -� /��]W'2573 R - = moi_ �51T- - - - - --- - -Nt4 _�y=� _ 1 _ —1 - _ CONTRACTOR AGREESTO ABIDE BY THE REQUIREMENTS AND CONDITIONS t _ 3 N SS - w SS SS ST - SSS- 'S5 J,. ,n S S3` g _ _ SS - i T / •13' ------ - - -2573- - - < CONTAINED HEREIN. i ✓ %r' ...--�._-�.. �a '_ -___ _.--_-.---_ _-----2574-__---____-__--_ \� ..r-=.."-' ° . _: .•-•°--,-: = 3 ,n )l .• / ` /y �.-.-_ _ - 2575' y -• - - __ - - - _ - • •S'j/, 4 r ° Contact Information. ° / TUM LE CF�EEK� e ° ° CO MON 0 0 LOT &4 ° v _ _�tAB 2r, I DEVELOPER: CITY OF MERIDIAN -- - L )` x� x-_ _ ��- X - v = �L- x- i y- X- - - X- - = X_- X-�' - -X- - ° - - -X X_x ,i 1\t_' X 7 ,! y PRIMARY CONTACT: MIKE BARTON, PARKS & PATHWAYS . _ PROJECT MANAGER U 3 I \ c I \ 1 \\ l PLAN PREPARER: ROGER COLLINS COMPANY: THE LAND GROUP, INC. o U PROJECT ENGINEER: JAMES W. GUTE, PE s `. COMPANY: THE LAND GROUP, INC. Site Layout Plan 0 2" 40P HORIZONTAL SCALE: 1'1=201 1 S/ -MMMMM M MM M M MMMMMM MMM MMM MM —S M _ ---- �V_LIL�DER=ROAD _- - - - - _ - - — - - - - - - - - - - - _ - - - - - - - _ _ - - - - - - - - NSTALL FIBER WATTLE PRIOR TO - -2572+ - - - --- EARTH DISTURBING ACTNITIES :IP -_U3_ APPROX. TOFF EDGE OF EXIST. / / d3 __ °i d3 pi pi f0 F° SIDEWALK. REMOVE AT FINAL FO FO S FO FO F° d3 d3 d3 d3 STABILIZATION. dy---.--d3_ _ d9d1 � - FW FW FW FW FW FW RV —I —l_ - _ -L -, _,...><. 2572- -- • Y _ ° - - -.. - 2G.. - - - .i i,1`._- o o --- COMMON - " _ _ IUSTL€ GRE€IT N0.1 i ° - -� COMMONLOT� ,\\ ----- �------ - 2573-- / W .x�X--XI X -� moi_ _ —X -i X --X X X—x -X _x -X X— — J O Sf \ w \ TURTLE CREEK N0.1 TP (� Site Layout Plan 20' 40 �7 HORIZONTAL SCALE: 1"=20' ESC/SWPPP Legend Plans Are Accepted For Public Street Construction By stamping and signing the Improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the Dishict does not relieve the Registered Engineer of these responsibilities. BY: DATE: ADA COUNTY HIGHWAY DISTRICT O C ii9 THE LAND ROUP DaCbRPURATPD 101E-1 -hm 0 S.4, 100 E.,& Itl h 9361r Ph 20R9394011 F '.209.9394(45 u u., Whi f'."nerorn Date of Issuance. 06.30.17' Designed by: RC Sheet No.: Noll APPROXIMATE LIMIT OF DISTURBANCE 12898 _� PROPOSED GROUND CONTOUR (ONE -FOOT INTERVAL) - - - 2698 - EXISTING GROUND CONTOUR (ONE -FOOT INTERVAL) FW FIBER ROLL PER STATE OF IDAHO CATALOG OF These plans and/or specifications have been reviewed for STORM WATER BEST MANAGEMENT PRACTICES BMP #35. SEE DETAILS ON SHEET C1.55. WASHOUT PER THE STATE OF IDAHO This review does not relieve the owner, engineer, or contractor ❑CONCRETE NI CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #13 AND DETAIL ON SHEET 01.55. FalPORTABLE R RESTROOM PER THE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #13. Plans Are Accepted For Public Street Construction By stamping and signing the Improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the Dishict does not relieve the Registered Engineer of these responsibilities. BY: DATE: ADA COUNTY HIGHWAY DISTRICT O C ii9 THE LAND ROUP DaCbRPURATPD 101E-1 -hm 0 S.4, 100 E.,& Itl h 9361r Ph 20R9394011 F '.209.9394(45 u u., Whi f'."nerorn Date of Issuance. 06.30.17' Designed by: RC Sheet No.: Noll CiWERnN APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable fie state antl local lawn, rules, regulations, ordinances, development agreements, oenf orders approvals, all of which the City retains his right t o the right to enforce. inconsistencies not noted by City staff shell not be construed as approved unless specifically addressed In writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Oat. Plans Are Accepted For Public Street Construction By stamping and signing the Improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the Dishict does not relieve the Registered Engineer of these responsibilities. BY: DATE: ADA COUNTY HIGHWAY DISTRICT O C ii9 THE LAND ROUP DaCbRPURATPD 101E-1 -hm 0 S.4, 100 E.,& Itl h 9361r Ph 20R9394011 F '.209.9394(45 u u., Whi f'."nerorn Date of Issuance. 06.30.17' Designed by: RC Sheet No.: Noll SEE WOOD STAKE Fiber Roll (BMP 3 Scale'. NIS 71 3 VIAA a 48 Fiber Roll Stake Section (BMP 35) Scale: N'IS :SURFACE POST SIGN NEAR BASIN CONCRETE WASHOUT 9, '"51:sa, NOTES 1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY. Concrete Washout (BMP 13) SCale NTS 1 Fiber Roll Stake Section 2 (BMP 3 Scale- NTS 10 MIL (MIN.) PLASTIC LINER )PE SURFACE Plans Are Accepted For Public Street Construction By stamping and signing the Improvement plans, the Registered Engineer ensures the District that the plans Cmulamn to all District paftive and standards. Varlanees or waivers must be specifically and previously approved by the District In writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: BATE: ADA COUNTY HIGHWAY DISTRICT CiWEgIpU1N APPROVED FOR CONSTRUCTION ay These plans and/or specifications have been reviewed for C compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local W laws, miss, regulations, ordinances, development agreements, a specifications, orders or approvals, all of which the City retains cc the right to enforce. Inconsistencies not noted by City shelf shall 3 not be constmed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must bmmR be submitted for review and compliance with the Meridian City cc Standards and Specifications before said revision Is constructed. a Name Date Plans Are Accepted For Public Street Construction By stamping and signing the Improvement plans, the Registered Engineer ensures the District that the plans Cmulamn to all District paftive and standards. Varlanees or waivers must be specifically and previously approved by the District In writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY: BATE: ADA COUNTY HIGHWAY DISTRICT �L m a I, • THE LAND GROUP uvcvsecenYtm 162 £a.•( Shore Dnv, 5'tirvk 100 £ngls. Mateo 636/6 PR 20H 9,39 1047 flu' 208.939 4445 ssnmulMlondpronyina.own Project No.: 1152h6 Sate of Issuance: U6.30 17 Designed by: RS Checked by: �C Sheet No.. C1.15 ay C x3 W H a cc E� 3 bmmR cc a a� W :r R t_ RRRR� � 0 �L m a I, • THE LAND GROUP uvcvsecenYtm 162 £a.•( Shore Dnv, 5'tirvk 100 £ngls. Mateo 636/6 PR 20H 9,39 1047 flu' 208.939 4445 ssnmulMlondpronyina.own Project No.: 1152h6 Sate of Issuance: U6.30 17 Designed by: RS Checked by: �C Sheet No.. C1.15 ay C W a cc 3 bmmR cc a a� W :r R t_ RRRR� � �L m a I, • THE LAND GROUP uvcvsecenYtm 162 £a.•( Shore Dnv, 5'tirvk 100 £ngls. Mateo 636/6 PR 20H 9,39 1047 flu' 208.939 4445 ssnmulMlondpronyina.own Project No.: 1152h6 Sate of Issuance: U6.30 17 Designed by: RS Checked by: �C Sheet No.. C1.15 1 i N "�N 36 o+oo 1 - CP&F 98117242 9 9' -9 9 -9 -9 9-9 9 9 9 9 9 9 -9 W- W W - w -W W --Ww W -sem Ww w W- 7+00 8+00 BEGIN PROJECT J o ��- FO O m s 104 F0 1 102 K, W 5 103 EP _.-EP- 105 106 r • 101 � \ •'� .,�... / / / / 132 \\ s69\ \/ 5 133 6 6 6 134 , Survey Notes: - FO FO FO FO FO ` FO FO FO Rfiltf 5 7 T--T_.RMfi 7-r' - -109 110 r. ------ SS 107 108 ---_S 131 - '..a r: - J 128 127 6 130 129 6 . 6 7 I I I I TUMBt E CREEK NO.5 Ili I I I N - W N. CINDER ROA [ W W W W 9+00 -4 - - - �. FO 03 CA OA03 03 _ 09- EP EP EP �- EP EP L T T ,T -._ i T- 7 M RIW7 R'W - 4 116 '- - 117 _ _ '2573 SS 113 - - - - Sy SS SS __" T_ 111 112 118 _ a •�� :.T- 115 'I .• \� aaje� `124 I Existing Conditions & Demolition Plan 29 4 HORIZONTAL SCALE: 1 • = 20' 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND EVIDENCE, AND UTILITY COMPANY FACILITY MAPS. THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. Survey Legend: D NORTHING ELECTRIC RISER DESCRIPTION 101 717071.278 TELEPHONE RISER PPC -- 717071.340 ELECTRICAL TRANSFORMER W -_. A, 717004.706 W SAWCUT QS 716999.502 SANITARY SEWER MANHOLE DEMOLITION LIMIT 0 6+00 STORM DRAIN MANHOLE DEMOLITION LIMIT 106 716954.362 POWER POLE STA: 5+49.05 v 716890.291 SIGN DEMOLITION LIMIT ® 716864.754 IRRIGATION VALVE DEMOLITION LIMIT ® 716833.554 WATER VALVE DEMOLITION LIMIT 110 716797.872 DECIDUOUS TREE OFF: 32.24'R 111 716780.819 2448910.985 DEMOLITION LIMIT 112 716758.410 CONIFEROUS TREE ----- -- ) '- -- BOUNDARY LINE , 114 - - CONCRETE AREA 9 9' -9 9 -9 -9 9-9 9 9 9 9 9 9 -9 W- W W - w -W W --Ww W -sem Ww w W- 7+00 8+00 BEGIN PROJECT J o ��- FO O m s 104 F0 1 102 K, W 5 103 EP _.-EP- 105 106 r • 101 � \ •'� .,�... / / / / 132 \\ s69\ \/ 5 133 6 6 6 134 , Survey Notes: - FO FO FO FO FO ` FO FO FO Rfiltf 5 7 T--T_.RMfi 7-r' - -109 110 r. ------ SS 107 108 ---_S 131 - '..a r: - J 128 127 6 130 129 6 . 6 7 I I I I TUMBt E CREEK NO.5 Ili I I I N - W N. CINDER ROA [ W W W W 9+00 -4 - - - �. FO 03 CA OA03 03 _ 09- EP EP EP �- EP EP L T T ,T -._ i T- 7 M RIW7 R'W - 4 116 '- - 117 _ _ '2573 SS 113 - - - - Sy SS SS __" T_ 111 112 118 _ a •�� :.T- 115 'I .• \� aaje� `124 I Existing Conditions & Demolition Plan 29 4 HORIZONTAL SCALE: 1 • = 20' 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND EVIDENCE, AND UTILITY COMPANY FACILITY MAPS. THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. Survey Legend: Demolition Notes: A. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNERS REPRESENTATIVE PRIOR TO BEGINNING WORK. B. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO COMMENCING DEMOLITION. C. ALL REQUIRED INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. D. ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL CALL 811 OR (800) 342-1585, OR OTHER UTILITY LOCATING SERVICE 48 HOURS PRIOR TO ANY EXCAVATION AND HAVE ALL UTILITIES LOCATED AND MARKED. ANY DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR. E. DEMOLITION OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES, RULES, REGULATIONS, ETC. REMOVE DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. DO NOT ALLOW THE ACCUMULATION OF DEBRIS TO DELAY PROGRESS OF THE WORK. F. ERECT AND MAINTAIN TEMPORARY BARRICADES, WARNING SIGNS, AND GUARDS TO PROTECT THE PUBLIC AND ADJACENT PROPERTY FROM DAMAGE. G. WATER AREA AFFECTED BY THIS WORK TO PREVENT DUST AND DIRT FROM BECOMING AIRBORNE. H. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATORS AS DIRECTED BY THE OWNER OR OWNERS REPRESENTATIVE. RESTORE DEMOLISHED OR DAMAGED WORK TO ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE OWNER. PRESERVE AND PROTECT ADJACENT AREAS FROM DAMAGE CAUSED BY DEMOLITION OPERATIONS. I. ANY DAMAGE WHICH OCCURS OUTSIDE CONSTRUCTION LIMITS DUE TO CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR. J. ALL EXISTING IRRIGATION EQUIPMENT SHOWN TO BE REMOVED AS SUCH VALVE BOXES, VALVES, AND HEADS SHALL BE RETURNED TO OWNER. SEE IRRIGATION PLAN L1.50 FOR REINSTALLATION OF SALVAGED ITEMS. Demolition Legend: ,M REMOVE & DISPOSE OF EXISTING ASPHALT PAVING. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL, 2 -FT MIN. INSIDE EXISTING ASPHALT PAVING TO REMAIN. REMOVE & DISPOSE OF EXISTING CONCRETE FLATWORK. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL. REMOVE & DISPOSE OF EXISTING CONCRETE CURB & GUTTER. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL. LLJREMOVE & DISPOSE OF EXISTING LANDSCAPE. ElREMOVE& REPAIR EXISTING LANDSCAPE AT BACKACKOFOF WALK AS NEEDED TO INSTALL IMPROVEMENTS. - LIMITS OF DISTURBANCE -------- SAWCUT LINE xEXISTING TREE TO BE REMOVED i 4? nF1u 122 �CALLOUT NUMBERS COORDINATED Keynotes: ✓ZJ TO NUMBERED NOTES BELOW, 1. PRESERVE AND PROTECT EXISTING CURB AND GUTTER. 2. PRESERVE AND PROTECT EXISTING CONCRETE FLATWORK. 3, NOT USED THIS SHEET. 4. PRESERVE AND PROTECT EXISTING STREET SIGN. 5. PRESERVE AND PROTECT EXISTING UTILITIES (SHOWN APPROXIMATE). 6. PRESERVE AND PROTECT EXISTING TREE, SEE TREE PROTECTION NOTES, THIS SHEET. 7. REMOVE AND SALVAGE EXISTING IRRIGATION SYSTEM COMPONENTS AND RELATED APPURTENANCES IN THIS AREA. Tree Protection Notes: A. PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE: (NOTE: CRITICAL ROOT ZONE IS THE AREA DIRECTLY BELOW THE DRIP LINE OF THE TREE.) A.A. CONSTRUCT PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICAL ROOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION. A.B. DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION. A.C. DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA, ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS. A.D. DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREE PROTECTION AREA. A.E. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID -APRIL TO MID -OCTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-17Y OF WATER OVER THE ENTIRE AREA PER WEEK. A.F. DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHIN THE CRITICAL ROOT ZONE. A.G. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS. B. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE: B.A. OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE TRUNKS OR BRANCHES. B.B. PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY A LICENSED ARBORIST. C. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED USING THE FOLLOWING CRITERIA: EXISTING TREE REPLACEMENT 1" TO 6" CALIPER .........................2X CALIPER OF TREE REMOVED 6" TO 12" CALIPER ......................1.5X CALIPER OF TREE REMOVED > 12" OR LARGER CALIPER ......... 1X CALIPER OF TREE REMOVED EXAMPLE: IF AN V CALIPER TREE IS REMOVED, AN ACCEPTABLE REPLACEMENT WOULD BE (3) 4- CALIPER TREES OR (4) 3° CALIPER TREES. Point Table D NORTHING ELECTRIC RISER DESCRIPTION 101 717071.278 TELEPHONE RISER PPC -- 717071.340 ELECTRICAL TRANSFORMER SAWCUT © 717004.706 FIBER OPTIC RISER SAWCUT QS 716999.502 SANITARY SEWER MANHOLE DEMOLITION LIMIT 0 716999.491 STORM DRAIN MANHOLE DEMOLITION LIMIT 106 716954.362 POWER POLE DEMOLITION LIMIT v 716890.291 SIGN DEMOLITION LIMIT ® 716864.754 IRRIGATION VALVE DEMOLITION LIMIT ® 716833.554 WATER VALVE DEMOLITION LIMIT 110 716797.872 DECIDUOUS TREE DEMOLITION LIMIT 111 716780.819 2448910.985 DEMOLITION LIMIT 112 716758.410 CONIFEROUS TREE ----- -- ) '- -- BOUNDARY LINE -------'- 114 - - CONCRETE AREA -- - ---- --- CURB AND GUTTER - - - -- -- - - - EASEMENT LINE - -- HP 117 - EP -- ---- EDGE OF PAVEMENT X -. F --- x --- A FENCE LINE SAWCUT 119 F0. _. FIBER OPTIC LINE SAWCUT 120 g _- _ GAS LINE - - 1:H7 ------ - - OVERHEAD POWER LINE DEMOLITION LIMIT 122 ---- PRESSURE IRRIGATION LINE DEMOLITION LIMIT 123 ' - - - RIGHT-OF-WAY LINE ---ti-- 124 --jy-_-- SANITARY SEWER LINE ---- SD - - -- dU ---- STORM DRAIN LINE -- -- , ---- T - - TELEPHONE LINE DEMOLITION LIMIT IIGF'------- 716804.973 UNDERGROUND POWER LINE DEMOLITION LIMIT V - - ---- UNDERGROUND CABLE TV Al ----- 129 VV - WATER LINE - --.-,-.----- -- VERTICAL CURB Demolition Notes: A. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNERS REPRESENTATIVE PRIOR TO BEGINNING WORK. B. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO COMMENCING DEMOLITION. C. ALL REQUIRED INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. D. ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL CALL 811 OR (800) 342-1585, OR OTHER UTILITY LOCATING SERVICE 48 HOURS PRIOR TO ANY EXCAVATION AND HAVE ALL UTILITIES LOCATED AND MARKED. ANY DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR. E. DEMOLITION OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES, RULES, REGULATIONS, ETC. REMOVE DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. DO NOT ALLOW THE ACCUMULATION OF DEBRIS TO DELAY PROGRESS OF THE WORK. F. ERECT AND MAINTAIN TEMPORARY BARRICADES, WARNING SIGNS, AND GUARDS TO PROTECT THE PUBLIC AND ADJACENT PROPERTY FROM DAMAGE. G. WATER AREA AFFECTED BY THIS WORK TO PREVENT DUST AND DIRT FROM BECOMING AIRBORNE. H. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATORS AS DIRECTED BY THE OWNER OR OWNERS REPRESENTATIVE. RESTORE DEMOLISHED OR DAMAGED WORK TO ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE OWNER. PRESERVE AND PROTECT ADJACENT AREAS FROM DAMAGE CAUSED BY DEMOLITION OPERATIONS. I. ANY DAMAGE WHICH OCCURS OUTSIDE CONSTRUCTION LIMITS DUE TO CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR. J. ALL EXISTING IRRIGATION EQUIPMENT SHOWN TO BE REMOVED AS SUCH VALVE BOXES, VALVES, AND HEADS SHALL BE RETURNED TO OWNER. SEE IRRIGATION PLAN L1.50 FOR REINSTALLATION OF SALVAGED ITEMS. Demolition Legend: ,M REMOVE & DISPOSE OF EXISTING ASPHALT PAVING. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL, 2 -FT MIN. INSIDE EXISTING ASPHALT PAVING TO REMAIN. REMOVE & DISPOSE OF EXISTING CONCRETE FLATWORK. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL. REMOVE & DISPOSE OF EXISTING CONCRETE CURB & GUTTER. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL. LLJREMOVE & DISPOSE OF EXISTING LANDSCAPE. ElREMOVE& REPAIR EXISTING LANDSCAPE AT BACKACKOFOF WALK AS NEEDED TO INSTALL IMPROVEMENTS. - LIMITS OF DISTURBANCE -------- SAWCUT LINE xEXISTING TREE TO BE REMOVED i 4? nF1u 122 �CALLOUT NUMBERS COORDINATED Keynotes: ✓ZJ TO NUMBERED NOTES BELOW, 1. PRESERVE AND PROTECT EXISTING CURB AND GUTTER. 2. PRESERVE AND PROTECT EXISTING CONCRETE FLATWORK. 3, NOT USED THIS SHEET. 4. PRESERVE AND PROTECT EXISTING STREET SIGN. 5. PRESERVE AND PROTECT EXISTING UTILITIES (SHOWN APPROXIMATE). 6. PRESERVE AND PROTECT EXISTING TREE, SEE TREE PROTECTION NOTES, THIS SHEET. 7. REMOVE AND SALVAGE EXISTING IRRIGATION SYSTEM COMPONENTS AND RELATED APPURTENANCES IN THIS AREA. Tree Protection Notes: A. PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE: (NOTE: CRITICAL ROOT ZONE IS THE AREA DIRECTLY BELOW THE DRIP LINE OF THE TREE.) A.A. CONSTRUCT PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICAL ROOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION. A.B. DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION. A.C. DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA, ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS. A.D. DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREE PROTECTION AREA. A.E. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID -APRIL TO MID -OCTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-17Y OF WATER OVER THE ENTIRE AREA PER WEEK. A.F. DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHIN THE CRITICAL ROOT ZONE. A.G. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS. B. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE: B.A. OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE TRUNKS OR BRANCHES. B.B. PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY A LICENSED ARBORIST. C. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED USING THE FOLLOWING CRITERIA: EXISTING TREE REPLACEMENT 1" TO 6" CALIPER .........................2X CALIPER OF TREE REMOVED 6" TO 12" CALIPER ......................1.5X CALIPER OF TREE REMOVED > 12" OR LARGER CALIPER ......... 1X CALIPER OF TREE REMOVED EXAMPLE: IF AN V CALIPER TREE IS REMOVED, AN ACCEPTABLE REPLACEMENT WOULD BE (3) 4- CALIPER TREES OR (4) 3° CALIPER TREES. Point Table POINT NO. NORTHING EASTING DESCRIPTION 101 717071.278 2448913.148 PPC 102 717071.340 2448923.925 SAWCUT 103 717004.706 2448924.420 SAWCUT 1D4 716999.502 2448924.458 DEMOLITION LIMIT 105 716999.491 2448922.442 DEMOLITION LIMIT 106 716954.362 2448922.684 DEMOLITION LIMIT 107 716890.291 2448908.339 DEMOLITION LIMIT 108 716864.754 2448908.191 DEMOLITION LIMIT 109 716833.554 2448914.797 DEMOLITION LIMIT 110 716797.872 2448914.697 DEMOLITION LIMIT 111 716780.819 2448910.985 DEMOLITION LIMIT 112 716758.410 2448911.285 DEMOLITION LIMIT 113 716735.711 2448917.982 DEMOLITION LIMIT 114 716718.578 2448920.480 DEMOLITION LIMIT 115 716695.950 2448920.472 SAWCUT 116 716695.950 2448924.482 SAWCUT 117 716681.330 2448924.482 SAWCUT 118 716663.250 244891 SAWCUT 119 716663.250 2448892.070 SAWCUT 120 716672.110 2448892.070 SAWCUT 121 716674.312 2448895.833 DEMOLITION LIMIT 122 716700.460 2448908.480 DEMOLITION LIMIT 123 716718.578 2448908.480 DEMOLITION LIMIT 124 716729.450 2448907.232 DEMOLITION LIMIT 125 716765.342 2448896.511 DEMOLITION LIMIT 126 716771.530 2448896.569 DEMOLITION LIMIT 127 716804.973 2448903.811 DEMOLITION LIMIT 128 716828.471 2448903.558 DEMOLITION LIMIT 129 716862.268 2448896.451 DEMOLITION LIMIT 130 716892.912 2448896.629 DEMOLITION LIMIT 131 716940.521 2448907.288 DEMOLITION LIMIT 132 716970.077 2448906.178 DEMOLITION LIMIT 133 717018.620 2448891.700 DEMOLITION LIMIT 134 717035.110 2448888.480 DEMOLITION LIMIT Plans Are Accepted For Public Street Construction R stem in and signing the improvement lana the Registered Engineer ensures the Y P 9 9 9 P P 9 g District that the plans conform to all District policies and standards. Variances or waivers most be spe'"i1311' bit previously a oved by the District in writing. Acceptance of the homes art pians by 1 bithlet does not relieve the Registered Engineer itlea. DFE: 7 / ADA COUM NIDNIDAY MSTE T aII iia, FYI APPROVED FOR i. mW nuN CONSTRUCTION These plans and/or specifications have been reviewed for a. _CD compliance with Meddlan City Standards and Specifications. a Idaho 89616 This review does not relieve the owner, engineer, or contractor F=2089394445 -v, 14e1nna.CuvNnn rum of the responsibility to design and/or construct those facilities in cc compliance with all current applicable federal. stale and local V laws, rules, regulations, ordinances, development agreements, Plmd specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall L not be construed as approved unless specifically addressed in •_ writing by the City. Any proposed revision to these plans must Coll be submitted for review and compliance with the Meridian City .x Standards and Specifications before said revision is constructed. W Name Date d Plans Are Accepted For Public Street Construction R stem in and signing the improvement lana the Registered Engineer ensures the Y P 9 9 9 P P 9 g District that the plans conform to all District policies and standards. Variances or waivers most be spe'"i1311' bit previously a oved by the District in writing. Acceptance of the homes art pians by 1 bithlet does not relieve the Registered Engineer itlea. DFE: 7 / ADA COUM NIDNIDAY MSTE T aII y iia, CD i. mW ecketl THE LAND a. _CD 462 £vat shv,e Pme. suite 100 a Idaho 89616 W F=2089394445 -v, 14e1nna.CuvNnn rum P� cc V Plmd L W •_ Q Coll .x W d � y iia, i. :i ecketl THE LAND a. wroRtaRnrrm 462 £vat shv,e Pme. suite 100 a Idaho 89616 0 F=2089394445 -v, 14e1nna.CuvNnn rum P� V •_ Q Coll .x W 0- iia, i. :i ecketl THE LAND GROUP wroRtaRnrrm 462 £vat shv,e Pme. suite 100 £n9k. Idaho 89616 Ph 201.9.19 4011 F=2089394445 -v, 14e1nna.CuvNnn rum [568 07/12 Project No.: Date al Issuance: Designed by: AW3' ecketl Shell Ni C1.50 +i ----`3--0- 0 -0 0- Vy..W.W--W---WW 10+00 STI N Zl 203 202 201 �i _,. 206 5 s E G all I EC1 J1 2' MIN Survey Notes: PTIk: 03 03 - T - 210 __ __ -R%2573 SS - SS 8 208 239 i1 207 -D-D- O DDOO OO D -W WW W-W-W-IrT WWM M MM MM M M MM M M -M M-� - M--M-m s 11+00 3 3 12+00 13+00 14+00 - N0001'29^W 1365.83' - - i'01'29"W - +- - - - --- - S00°00'38"E 1332. 8 3 EP EP -- EP EP --EP -- - EP ---- d3 d3 ----- d3 EP - EP - EP -AR. -`�fiY 223 - OJ X43 - 03 03 - Oi - _ 0 03 03 03 FO FO F(1 FO FO -----------�++ c 211 - L .._. L _-7 L T -T T TT iTT 1-1-1 _. ._1--1---1_1 -__-I- _ _ _ _ _ _ _ _ _ 1 1 _ 224 -_- pryy- RNY-t- - -�- - A _ 1 1 r2 i en 55215SS _ SS _SS 1217 b ra•.5+.. .} +►257 -. ry - 11 ...r, l / J ♦ T�. it y'. .... . ♦ ' .' .` ` '{ ♦��TTa T. +" ~ �_� RR T11M LE C K z25' 236 . 231 7� !- 227 226 235 z 232 i'o MO L 4 230 % �' 228 . ti \ _234- X 233 Y -X- - -i- - x -Y -Y -X - - -X,.. v_X- •X=X \ 6 _- 6 X 6- 7 6 J 6 6 6 7 6 6....--.... JJ 10. I � z 2o- fi 229 O N I I Existing Conditions & Demolition Plan HORIZONTAL SCALE: I"= 20' 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND EVIDENCE, AND UTILITY COMPANY FACILITY MAPS. THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. Survey Legend: 0 ELECTRICRISER O TELEPHONE RISER -- ELECTRICAL TRANSFORMER 0 FIBER OPTIC RISER QS SANITARY SEWER MANHOLE OO STORM DRAIN MANHOLE ------f0----ill---- POWER POLE v SIGN ® IRRIGATION VALVE ® WATER VALVE 1�11. RIGHT-OF-WAY LINE 716626.480 DECIDUOUS TREE CONIFEROUS TREE - - - BOUNDARY LINE - CONCRETE AREA -- - ---- CURB AND GUTTER - - - -- - -- - - - - EASEMENT LINE Fi' rl' --- EDGE OF PAVEMENT .T - - X -- FENCE LINE ------f0----ill---- FIBER OPTIC UNE - ,-- G- -- GAS UNE -- --- -0!1-'-- -- - - OVERHEAD POWER LINE - - PIRIi------- PRESSURE IRRIGATION UNE R^fc - - RIGHT-OF-WAY LINE 716626.480 SANITARY SEWER UNE 5" - till STORM DRAIN LINE - I - - - - TELEPHONE LINE - - JGP - - UNDERGROUND POWER LINE 716604.520 UNDERGROUND CABLE TV SAWCUT WATERLINE - - - - VERTICAL CURB Demolition Notes: TUMBLE CREEK NO.6 A. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNERS REPRESENTATIVE PRIOR TO BEGINNING WORK. B. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO COMMENCING DEMOLITION. C. ALL REQUIRED INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. D. ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL CALL 811 OR (800) 342-1585, OR OTHER UTILITY LOCATING SERVICE 48 HOURS PRIOR TO ANY EXCAVATION AND HAVE ALL UTILITIES LOCATED AND MARKED. ANY DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR, E. DEMOLITION OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES, RULES, REGULATIONS, ETC. REMOVE DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. DO NOT ALLOW THE ACCUMULATION OF DEBRIS TO DELAY PROGRESS OF THE WORK, F. ERECT AND MAINTAIN TEMPORARY BARRICADES, WARNING SIGNS, AND GUARDS TO PROTECT THE PUBLIC AND ADJACENT PROPERTY FROM DAMAGE. G. WATER AREA AFFECTED BY THIS WORK TO PREVENT DUST AND DIRT FROM BECOMING AIRBORNE. H. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATORS AS DIRECTED BY THE OWNER OR OWNERS REPRESENTATIVE. RESTORE DEMOLISHED OR DAMAGED WORK TO ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE OWNER. PRESERVE AND PROTECT ADJACENT AREAS FROM DAMAGE CAUSED BY DEMOLITION OPERATIONS. I. ANY DAMAGE WHICH OCCURS OUTSIDE CONSTRUCTION LIMITS DUE TO CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR. J. ALL EXISTING IRRIGATION EQUIPMENT SHOWN TO BE REMOVED AS SUCH VALVE BOXES, VALVES, AND HEADS SHALL BE RETURNED TO OWNER. SEE IRRIGATION PLAN L1.50 FOR REINSTALLATION OF SALVAGED ITEMS. Demolition Legend: REMOVE & DISPOSE OF EXISTING ASPHALT PAVING. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL, 2 -FT MIN. INSIDE EXISTING ASPHALT PAVING TO REMAIN. REMOVE & DISPOSE EXISTING CONCRETE PROVIDE A CLEAN VERTICAL SAWCUT AT EDGESES OF OF REMOVAL. REMOVE & DISPOSE OF EXISTING CONCRETE CURB & GUTTER. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL. STRIP VEGETATION, GRAVELS TO REMAIN, COMPACT IN CONFORMANCE WITH ISPWC AND ACHD REQUIREMENTS. REMOVE & DISPOSE OF EXISTING LANDSCAPE. REMOVE & REPAIR EXISTING LANDSCAPE AT NEEDED BACK OF WALK AS NEEDED TO INSTALL IMPROVEMENTS. LIMITS OF DISTURBANCE -------- SAWCUT LINE 0 20' 40' Keynotes: ��O# TO LOUTNUMB NUMBERS COORDINATED TO NUMBERED NOTES BELOW. 1. PRESERVE AND PROTECT EXISTING CURB AND GUTTER. 2. PRESERVE AND PROTECT EXISTING CONCRETE FLATWORK. 3. REMOVE AND DISPOSE OF EXISTING VERTICAL CURB. 4. NOT USED THIS SHEET. 5. PRESERVE AND PROTECT EXISTING UTILITIES (SHOWN APPRO)OMATE). 6. PRESERVE AND PROTECT EXISTING TREE. SEE TREE PROTECTION NOTES, THIS SHEET. 7. REMOVE AND DISPOSE EXISTING IRRIGATION SYSTEM COMPONENTS AND RELATED APPURTENANCES IN THIS AREA. B. REMOVE AND SALVAGE EXISTING STOP SIGN, TO RESET BY ACHD. 9. PRESERVE AND PROTECT EXISTING MONUMENT SIGN. 10. SAWCUT SIDEWALK. PROVIDE A CLEAN VERTICAL SAWCUT. 11. REMOVE AND DISPOSE EXISTING ABANDONED LIGHT POLE BASE, TERMINATE CONDUCTORS IN CONFORMANCE WITH CURRENT ELECTRICAL CODE REQUIREMENTS, CONTRACTOR SHALL CONFIRM FUNCTIONALITY AND DEMOLITION REQUIREMENTS WITH GOVERNING HOMEOWNER'S ASSOCIATION PRIOR TO CONSTRUCTION. Tree Protection Notes: A. PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE: (NOTE: CRITICAL ROOT ZONE IS THE AREA DIRECTLY BELOW THE DRIP LINE OF THE TREE.) A.A. CONSTRUCT PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICAL ROOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION. A.B. DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION. A.C. DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA, ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS. A.D. DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREE PROTECTION AREA. A.E. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID -APRIL TO MID -OCTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-1/2" OF WATER OVER THE ENTIRE AREA PER WEEK. A.F. DO NOT TRENCH, EXCAVATE, FILL OR OTHERWISE DISTURB THE SOIL WITHIN THE CRITICAL ROOT ZONE. A.G. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS. B. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE: B.A. OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE TRUNKS OR BRANCHES. B.B. PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY LICENSED ARBORIST. C. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED USING THE FOLLOWING CRITERIA: EXISTING TREE REPLACEMENT 1"TO 6" CALIPER .........................2X CALIPER OF TREE REMOVED 6" TO 12" CALIPER ......................1,5X CALIPER OF TREE REMOVED > 12" OR LARGER CALIPER ......... 1X CALIPER OF TREE REMOVED EXAMPLE: IF AN 8" CALIPER TREE IS REMOVED, AN ACCEPTABLE REPLACEMENT WOULD BE (3) 4" CALIPER TREES OR (4) 3" CALIPER TREES. f Point Table POINT NO. NORTHING EASTING DESCRIPTION 201 716650.115 2448895.624 SAWCUT 202 716649.995 2448909.556 SAWCUT 203 716642.842 2448916.248 SAWCUT 204 716633.620 2448916.248 SAWCUT 205 716626.480 2448909.568 SAWCUT 206 716626.468 2448895.623 SAWCUT 207 716604.520 2448893.040 SAWCUT 208 716613.260 2448893.032 SAWCUT 209 716613.074 2448906.259 SAWCUT 210 716595.204 2448924.774 SAWCUT 211 716577.078 2448924.774 SAWCUT 212 716578.570 2448920.780 SAWCUT 213 716560.745 2448920.780 DEMOLITION LIMIT 214 716545.296 2448918.757 DEMOLITION LIMIT 215 716519.379 2448912.040 DEMOLITION LIMIT 218 716488.184 2448912.040 DEMOLITION LIMIT 217 - 716454.059 2448917.908 1 DEMOLITION LIMIT 218 716389.467 2448918.729 DEMOLITION LIMIT 219 716341.664 2448911.786 DEMOLITION LIMIT 220 716308.429 2448912.542 DEMOLITION LIMIT 221 716281.535 2448918.611 DEMOLITION LIMIT 222 716247.231 2448922.483 DEMOLITION LIMIT 223 716212.840 2448912.761 1 SAWCUT 224 716216.270 2448912.735 SAWCUT 225 716215.753 2448910.701 DEMOLITION LIMIT 226 716247.215 2448910.483 DEMOLITION LIMIT 227 716267.551 2448909.036 DEMOLITION LIMIT 228 716305.065 2448900.974 DEMOLITION LIMIT 229 1 716332.190 2448898.236 DEMOLITION LIMIT 230 716391.257 2448906.863 DEMOLITION LIMIT 231 716411.321 2448908.727 DEMOLITION LIMIT 232 716437.688 2448908.007 DEMOLITION LIMIT 233 716493.419 2448898.935 DEMOLITION LIMIT 234 716514.085 2448898.618 DEMOLITION LIMIT 235 716542.157 2448905.233 DEMOLITION LIMIT 236 716560.745 2448908.780 DEMOLITION LIMIT 237 716576.006 2448908.780 DEMOLITION LIMIT 238 716602.185 2448895.905 DEMOLITION LIMIT 239 716602.513 1 2448892.040 1 DEMOLITION LIMIT Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans Capt.,. to all District oilelee and standards. Variances Or waivers must be specifically and prey uysly approved by the District in wailing. Accepntanse f thw.ffman omen) pl s the District does not ralloys We Registered EngiIh es4e bllRles 7 By: / DATE: 7 7 / / ABA COUNTY HIGHWAY DISTRICT O e APPROVED FOR :e aA�RN CONSTRUCTION CJ = These plans and/or specifications have been reviewed for C compliance with Meridian City Standards and Speclications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities In Bases_ R� compliance with all current applicable federal, state and local H laws, rules, regulations, ordinances, development agreements, mX specifications, orders or approvals, all of which the City retains W the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed In writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Mendlen City Standards and Specifications before said revision Is constructed. Nairne Date - Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans Capt.,. to all District oilelee and standards. Variances Or waivers must be specifically and prey uysly approved by the District in wailing. Accepntanse f thw.ffman omen) pl s the District does not ralloys We Registered EngiIh es4e bllRles 7 By: / DATE: 7 7 / / ABA COUNTY HIGHWAY DISTRICT O e l Fi� THE LAND GROUP QaNRPDAAIFD IC? E." Shona Ln, -00 rvb i•Inl..p , . /C x568 07/17,x; Data of Issuance: 06.30.17 ' Designed by: BRS Sheet No. C1,51 a. B :e CJ = l Fi� THE LAND GROUP QaNRPDAAIFD IC? E." Shona Ln, -00 rvb i•Inl..p , . /C x568 07/17,x; Data of Issuance: 06.30.17 ' Designed by: BRS Sheet No. C1,51 a. B CJ = C Bases_ R� 1= H mX W l Fi� THE LAND GROUP QaNRPDAAIFD IC? E." Shona Ln, -00 rvb i•Inl..p , . /C x568 07/17,x; Data of Issuance: 06.30.17 ' Designed by: BRS Sheet No. C1,51 r ill I I ,.X Xm-.I Survey Notes: LIJ / OHP - -_ d -- -d3=_- ------ '_-2571- SS SS ?` MM---- -M ----M M M -M-- M M -M --M-M MMM-_ --M M M 15+00 16+D0 — -- _ __F7tDER ROAD 41 I — — — — I— — - — — — -- S00°00'38"E 1332.88' — -- i 2572-)-.__ I—_—/—Ji-----25 —_ FPO 4 - OJ d3. _ _=,13,d-�-Ot d3-----.01 d3 — D! Od _- O3 _ -- _ - FO _.. _ __ _ _ _ FO -- - FO --- FO FO FO ^7— FO � FO FO �1 \ 1 d3 _--- d3 ----- d3 _ -- - d3 _ _ �4 �_ - 309 -- d3 J3 d3 d3 -� � \ d ---1-' 't=--1= - J J1 + _ g - T -_-d3-- 5 3 15 -12 S.._- SS-_.-Sg 11 S SS SS- J <a-1 T—T--T-'---T-- 1-��U-- - A- -'f- - _ - \ -2573 _ - _ _ _TURTLE—GREEK NO.1 - 2572- _ 305 1-1 COMMON LOTS 306 �._—_2573 --- i X --7F X X—X—X--X—K X K X 6 8 6 6 6 6 6 0 13 for J I I � 10 g 14 I g v I I N I TURTLE CREEK NO.1 Existing Conditions & Demolition Plan l 20 40' HORIZONTAL SCALE: 1"=201 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND EVIDENCE, AND UTILITY COMPANY FACILITY MAPS. THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. Survey Legend: C] ELECTRIC RISER pp TELEPHONE RISER - - ELECTRICAL TRANSFORMER © FIBER OPTIC RISER 0S SANITARY SEWER MANHOLE QD STORM DRAIN MANHOLE SAWCUT POWER POLE 715826.377 SIGN EASEMENT LINE - - i -P - - -- IRRIGATION VALVE I& -- - i B WATER VALVE FENCE LINE -- -- l t' -- FU FIBER OPTIC UNE - S 5 DECIDUOUS TREE GAS LINE 306 716207.441 2448922.659 _ - CONIFEROUS TREE - - POINT NO. NORTHING BOUNDARY LINE - - - ; --- - CONCRETE AREA SAWCUT 302 715826.219 CURB AND GUTTER SAWCUT - - 715826.377 2448919.037 EASEMENT LINE - - i -P - - -- EP - - EDGE OF PAVEMENT -- - i r -- x - - FENCE LINE -- -- l t' -- FU FIBER OPTIC UNE - S - G - GAS LINE 306 716207.441 2448922.659 OVERHEAD POWER LINE --- --- PIKE ----------- 2448924.260 PRESSURE IRRIGATION LINE -- --- -- - I4 J11 -- RIGHT-OF-WAY LINE --- SF. - - - - - SS SANITARY SEWER LINE SU - ---- STORM DRAIN UNE 1' - - ---- T -- TELEPHONE UNE ---- i;l' - - -- UNDERGROUND POWER LINE ---- I1111 --- - UNDERGROUND CABLE TV - N� --- ---W- -- WATERLINE -- - - VERTICAL CURB Demolition Notes: A. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNERS REPRESENTATIVE PRIOR TO BEGINNING WORK. B. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO COMMENCING DEMOLITION. C. ALL REQUIRED INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. D. ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL CALL 811 OR (800) 342.1585, OR OTHER UTILITY LOCATING SERVICE 48 HOURS PRIOR TO ANY EXCAVATION AND HAVE ALL UTILITIES LOCATED AND MARKED. ANY DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR. E. DEMOLITION OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES, RULES, REGULATIONS, ETC. REMOVE DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. DO NOT ALLOW THE ACCUMULATION OF DEBRIS TO DELAY PROGRESS OF THE WORK. F. ERECT AND MAINTAIN TEMPORARY BARRICADES, WARNING SIGNS, AND GUARDS TO PROTECT THE PUBLIC AND ADJACENT PROPERTY FROM DAMAGE. G. WATER AREA AFFECTED BY THIS WORK TO PREVENT DUST AND DIRT FROM BECOMING AIRBORNE. H. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATORS AS DIRECTED BY THE OWNER OR OWNERS REPRESENTATIVE. RESTORE DEMOLISHED OR DAMAGED WORK TO ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE OWNER. PRESERVE AND PROTECT ADJACENT AREAS FROM DAMAGE CAUSED BY DEMOLITION OPERATIONS. I. ANY DAMAGE WHICH OCCURS OUTSIDE CONSTRUCTION LIMITS DUE TO CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR. J. ALL EXISTING IRRIGATION EQUIPMENT SHOWN TO BE REMOVED AS SUCH VALVE BOXES, VALVES, AND HEADS SHALL BE RETURNED TO OWNER. SEE IRRIGATION PLAN 1-7.50 FOR REINSTALLATION OF SALVAGED ITEMS. Demolition Legend: F/7/1REMOVE 8 DISPOSE OF EXISTING ASPHALT PAVING. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL, 12 -FT MIN. INSIDE EXISTING ASPHALT PAVING TO REMAIN. ID7REMOVE 8 DISPOSE OF EXISTING CONCRETE FLATWORK. PROVIDE A CLEAN VERTICAL SAWCUT AT EDGES OF REMOVAL. STRIP VEGETATION, GRAVELS TO REMAIN, COMPACT IN CONFORMANCE WITH ISPWC AND ACHD REQUIREMENTS. REMOVE 8 DISPOSE OF EXISTING LANDSCAPE. REMOVE 8 REPAIR EXISTING LANDSCAPE AT BACK OF WALK AS NEEDED TO INSTALL IMPROVEMENTS. LIMITS OF DISTURBANCE -------- SAWCUT LINE y Hp-- - OHP HP ----- =C� VM -__- M:-- -. M -__.'... M _.__.-_ M -_.- - M 26+98.71 --y CPBF STA: 17+94.18 21/4 96096870 -OFF: 28.29111 END PROJECT 'FO FO FO FO TO ?S 302- a - 303 d3T - lost , W WIN COORDINATED Kevnotese TO NUMBERED NOTES BELOW. 1. NOT USED THIS SHEET. 2. PRESERVE AND PROTECT EXISTING CONCRETE FLATWORK. 3. NOT USED THIS SHEET. 4. PRESERVE AND PROTECT EXISTING STREET SIGN. 5. PRESERVE AND PROTECT EXISTING UTILITIES (SHOWN APPROXIMATE). 6. PRESERVE AND PROTECT EXISTING TREE. SEE TREE PROTECTION NOTES, THIS SHEET. 7. NOT USED THIS SHEET. 8. PRESERVE AND PROTECT EXISTING IRRIGATION SYSTEM COMPONENTS AND RELATED APPURTENANCES IN THIS AREA. 9. PRESERVE AND PROTECT EXISTING SEWER AND SANITATION MANHOLE. 10. PRESERVE AND PROTECT EXISTING STORM DRAIN MANHOLE. 11. REMOVE AND SALVAGE EXISTING FIBER OPTICS RISER VAULT. COORDINATE WITH UTILITY PROVIDER. 12. REMOVE EXISTING PEDESTRIAN AHEAD SIGN. SALVAGE TO RESET BY ACHD. 13. PRESERVE AND PROTECT EXISTING UTILITY RISERS AND RELATED APPURTENANCES IN THIS AREA. 14. PRESERVE AND PROTECT EXISTING RETAINING WALL. 15. PRESERVE AND PROTECT EXISTING HAWK SIGNAL AND CONTROLS. Tree Protection Notes: A. PROTECT THE CRITICAL ROOT ZONE OF THE TREES TO BE RETAINED ON SITE: (NOTE: CRITICAL ROOT ZONE IS THE AREA DIRECTLY BELOW THE DRIP LINE OF THE TREE.) A.A. CONSTRUCT PROTECTIVE FENCING OF CHAIN-LINK AROUND THE CRITICAL HOOT ZONE PRIOR TO DEMOLITION OR CONSTRUCTION. A.B. DO NOT ALLOW COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION. A.C. DO NOT ALLOW CEMENT TRUCKS TO RINSE WITHIN THE PROTECTION AREA, ANYWHERE THAT TREE ROOTS EXIST OR IN PLANNED PLANTING BEDS. A.D. DO NOT STOCKPILE MATERIALS, DEBRIS OR DIRT WITHIN THE TREE PROTECTION AREA. A.E. MAINTAIN WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID -APRIL TO MID -OCTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-1/2' OF WATER OVER THE ENTIRE AREA PER WEEK. A.F. DO NOT TRENCH, EXCAVATE, RLL OR OTHERWISE DISTURB THE SOIL WITHIN THE CRITICAL ROOT ZONE. A.G. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS. B. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED ON SITE: B.A. OPERATE EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE TRUNKS OR BRANCHES. B.B. PRUNING OF PUBLIC PROPERTY TREES SHALL BE PERFORMED BY A LICENSED ARBORIST. C. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED USING THE FOLLOWING CRITERIA: EXISTING TREE REPLACEMENT 1"TO 6' CALIPER .........................2X CALIPER OF TREE REMOVED 6" TO 12' CALIPER ......................1.5X CALIPER OF TREE REMOVED > 12' OR LARGER CALIPER ......... 1X CALIPER OF TREE REMOVED EXAMPLE: IF AN 8" CALIPER TREE IS REMOVED, AN ACCEPTABLE REPLACEMENT WOULD BE (3) 4" CALIPER TREES OR (4) 3" CALIPER TREES. Point Table POINT NO. NORTHING EASTING I DESCRIPTION 301 715832.669 2448928.432 SAWCUT 302 715826.219 2448928.305 SAWCUT 303 715826.377 2448919.037 SAWCUT 304 715826.355 2448914.242 SAWCUT 305 715862.531 2448914.045 DEMOLITION LIMIT 306 715862.531 2448912.103 DEMOLITION LIMIT 307 716207.411 2448910.759 DEMOLITION LIMIT 306 716207.441 2448922.659 DEMOLITION LIMIT 309 715834.466 2448924.260 DEMOLITION LIMIT Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. variances or .elvers ..at he sp ecllleally and prwhm. ',Proved by the District in writing. Acceptance of the I. emenl plans b h District does not relieve the Registered Engineer ase re d Ib t s. BY: BATE. ADA couxrr xlexwdy DISTRICT SII O ay W 3 B� ww�B Nrr�a. be. G� lei CIWERQUN APPROVED FOR CONSTRUCTION O These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. � This review does not relieve the owner, engineer, or contractor of the responsibility to design andlor construct those facilities in compliance with all current applicable federal, state and local v laws, rules, regulations, ordinances, development agreements, c specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed In a�B.1 writing by the City. Any proposed revision to Nese plans must y be submitted for review and compliance with the Meridian City x Standards and Specifications before said revision is constructed. W Name Date Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. variances or .elvers ..at he sp ecllleally and prwhm. ',Proved by the District in writing. Acceptance of the I. emenl plans b h District does not relieve the Registered Engineer ase re d Ib t s. BY: BATE. ADA couxrr xlexwdy DISTRICT SII O ay W 3 B� ww�B Nrr�a. be. G� y lei O � y O � O �N v c a�B.1 y x W A3 On i': THE LAND GROUP nxduvgar® +rz ern sn°.. o.n.c .neo- roo £a91r Idaho tl9 Pp zoo .949. Ia AJ F 208 0A.B39 "IS ..iur 14=l UJ P3nc eom 1568 o7/1z Pmlect No.: 1152% Date of Issuance: 66.36.17 Designed by. ORS Cheched by: JG Shat No: C1 .52 -W -W--- % W- 36 o+oo 1 5+00 35 41 CP&F 98117242 - SS " h c N N g 4 � 04 402 _eJg 900990. w W W W- W W W W 6+00 0-9-9- W W W S00'01'29"E 1365.83' I' \ 431 SS 12 430 '�✓_9 �'"�. y� / 2589' •e' . 'X� X- L -- 58' 63.85' U COORDINATED Keynotes: TO NUMBERED NOTES BELOW. 1. LIMIT OF IMPROVEMENTS 2. INSTALL 5" THICK CONCRETE SIDEWALK PER CURRENT ACHD SUPPLEMENT STANDARD DRAWING SD -709 AND DETAILS 1 & 2/C2.50. 3. INSTALL 6' CURB AND GUTTER) PER ISPWC STANDARD DRAWING SD -701 AND DETAIL 6/C2.50, MATCH EXISTING CURB, TAPER TO BACK OF SIDEWALK, 4. INSTALL 5 -FT WIDE ADA PEDESTRIAN RAMP PER ISPWC ACHD SUPPLEMENT SD -712C WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC SD -712. 5. NEW 2" EMERALD QUEEN NORWAY MAPLE. SEE DETAIL 7/1-1.50. 6. INSTALL ASPHALT REPAIR PATCH PER DETAIL 3/C2.50 (ACRD R.O.W.). 7. INSTALL AND FIELD FIT IRRIGATION SYSTEM COMPONENTS AND RELATED APPURTENANCES TO MATCH EXISTING. SEE SHEET 1.1.50. 8. INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ISPWC (ACRD SUPPLEMENT) SD -710B. 9. FEATHER GRAVEL REPAIR TO MATCH EXISTING ROADWAY GRADE. 10. INSTALL ASPHALT REPAIR PATCH PER DETAIL 4/C2.50 (OUTSIDE R.O.W.). 11. INSTALL CURB TERMINUS PER ISPWC SD -707. 12. ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND COVER TO FINISHED SIDEWALK GRADE PER ISPWC SD -508. Grading Notes: A. EXISTING AND PROPOSED CONTOURS ARE AT A 1 -FT INTERVAL. B. SLOPE IN THE DIRECTION OF TRAVEL ON ALL SIDEWALKS SHALL NOT EXCEED 5%. CROSS SLOPE SHALL NOT EXCEED 2%, NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION. C. ASPHALT REPAIR WITHIN EXISTING ASPHALT AREAS SHALL MATCH EXISTING GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE PATTERNS. Site Layout Plan HORIZONTAL SCALE: 1" = 20' Material Le4end -W W W W W W -W W g -W WCINDER ROAD W W N.7+00 8+00 9+00 0-9-9 WWI FO FO FO FO FO FO - _ FO FO FO Od Oi EP OA 'L 04 '03 _ -- EP EP EP EP T�� ao EP EP _ _ �_ _6P- oe.« L -T 2 T - T - tBW Nx - R7W T TRLdLT-..+ 7 Plot RAV _ ] 413 415 RM i ' 405 2 406 T 5 T 407 408 ` 409 - _ SS 5 73 - - 411 SS _11 96 SS S$. 412 i, * , N_ / I 429 428 MMrAON LU=-- / ) _ • - _ - 4^25) (�424�}��/5 ��%-X- �_-X-�- - �2575'6g� -XT�/ -�/ x..423 427 1 1- 426 rn I I I II TUMB<lE CREEK NO.5 � I I � STANDARD CONCRETE ASPHALT REPAIR PATCH - FLATWORK-SEE DETAIL171 SEE DETAIL 3/C2.50 1/C2.50. [A CONCRETE CURB AND LANDSCAPE &SOD TO BE GUTTER - SEE DETAIL REPAIRED. El 6/C2.50. 171 INSTALL 4" COMPACTED DEPTH OF 3/4' MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACEMENTAND COMPACTION PER ISPWC AND ACHD REQUIREMENTS. Point Table POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 401 717071.278 2448913.148 2570.74 TC, MATCH 402 717071.326 2448922.056 2570.34 LIP, MATCH 403 717007.491 2448922.399 2570.47 LIP, MATCH 404 716954.036 2448920.686 2572.64 TOP CONCRETE 405 716937.900 2448919.000 2573.27 TOP CONCRETE 406 716890.291 2448908.341 2574.40 TOP CONCRETE 407 2 N 2448908.193 �FO' TOP CONCRETE 408 716833.554 2448914.797 2574.62 ce 4D9 716797.872 2448914.698 2574.65 1g 410 403 2448911.004 a 404 TOP CONCRETE 411 716755.988 EP 1 2574.44 TOP CONCRETE 412 716735.711 F 2573.77 TOP CONCRETE 413 716718.578 2448920.569 2573.30 TOP CONCRETE 414 716695.950 2448920.480 2573.10 TOP CONCRETE 415 716695.946 2448922.480 2572.68 I' \ 431 SS 12 430 '�✓_9 �'"�. y� / 2589' •e' . 'X� X- L -- 58' 63.85' U COORDINATED Keynotes: TO NUMBERED NOTES BELOW. 1. LIMIT OF IMPROVEMENTS 2. INSTALL 5" THICK CONCRETE SIDEWALK PER CURRENT ACHD SUPPLEMENT STANDARD DRAWING SD -709 AND DETAILS 1 & 2/C2.50. 3. INSTALL 6' CURB AND GUTTER) PER ISPWC STANDARD DRAWING SD -701 AND DETAIL 6/C2.50, MATCH EXISTING CURB, TAPER TO BACK OF SIDEWALK, 4. INSTALL 5 -FT WIDE ADA PEDESTRIAN RAMP PER ISPWC ACHD SUPPLEMENT SD -712C WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC SD -712. 5. NEW 2" EMERALD QUEEN NORWAY MAPLE. SEE DETAIL 7/1-1.50. 6. INSTALL ASPHALT REPAIR PATCH PER DETAIL 3/C2.50 (ACRD R.O.W.). 7. INSTALL AND FIELD FIT IRRIGATION SYSTEM COMPONENTS AND RELATED APPURTENANCES TO MATCH EXISTING. SEE SHEET 1.1.50. 8. INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ISPWC (ACRD SUPPLEMENT) SD -710B. 9. FEATHER GRAVEL REPAIR TO MATCH EXISTING ROADWAY GRADE. 10. INSTALL ASPHALT REPAIR PATCH PER DETAIL 4/C2.50 (OUTSIDE R.O.W.). 11. INSTALL CURB TERMINUS PER ISPWC SD -707. 12. ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND COVER TO FINISHED SIDEWALK GRADE PER ISPWC SD -508. Grading Notes: A. EXISTING AND PROPOSED CONTOURS ARE AT A 1 -FT INTERVAL. B. SLOPE IN THE DIRECTION OF TRAVEL ON ALL SIDEWALKS SHALL NOT EXCEED 5%. CROSS SLOPE SHALL NOT EXCEED 2%, NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION. C. ASPHALT REPAIR WITHIN EXISTING ASPHALT AREAS SHALL MATCH EXISTING GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE PATTERNS. Site Layout Plan HORIZONTAL SCALE: 1" = 20' Material Le4end -W W W W W W -W W g -W WCINDER ROAD W W N.7+00 8+00 9+00 0-9-9 WWI FO FO FO FO FO FO - _ FO FO FO Od Oi EP OA 'L 04 '03 _ -- EP EP EP EP T�� ao EP EP _ _ �_ _6P- oe.« L -T 2 T - T - tBW Nx - R7W T TRLdLT-..+ 7 Plot RAV _ ] 413 415 RM i ' 405 2 406 T 5 T 407 408 ` 409 - _ SS 5 73 - - 411 SS _11 96 SS S$. 412 i, * , N_ / I 429 428 MMrAON LU=-- / ) _ • - _ - 4^25) (�424�}��/5 ��%-X- �_-X-�- - �2575'6g� -XT�/ -�/ x..423 427 1 1- 426 rn I I I II TUMB<lE CREEK NO.5 � I I � STANDARD CONCRETE ASPHALT REPAIR PATCH - FLATWORK-SEE DETAIL171 SEE DETAIL 3/C2.50 1/C2.50. [A CONCRETE CURB AND LANDSCAPE &SOD TO BE GUTTER - SEE DETAIL REPAIRED. El 6/C2.50. 171 INSTALL 4" COMPACTED DEPTH OF 3/4' MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACEMENTAND COMPACTION PER ISPWC AND ACHD REQUIREMENTS. Point Table POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 401 717071.278 2448913.148 2570.74 TC, MATCH 402 717071.326 2448922.056 2570.34 LIP, MATCH 403 717007.491 2448922.399 2570.47 LIP, MATCH 404 716954.036 2448920.686 2572.64 TOP CONCRETE 405 716937.900 2448919.000 2573.27 TOP CONCRETE 406 716890.291 2448908.341 2574.40 TOP CONCRETE 407 716864.754 2448908.193 2574.56 TOP CONCRETE 408 716833.554 2448914.797 2574.62 TOP CONCRETE 4D9 716797.872 2448914.698 2574.65 TOP CONCRETE 410 1 716780.897 2448911.004 2574.64 TOP CONCRETE 411 716755.988 2448911.942 2574.44 TOP CONCRETE 412 716735.711 2448917.982 2573.77 TOP CONCRETE 413 716718.578 2448920.569 2573.30 TOP CONCRETE 414 716695.950 2448920.480 2573.10 TOP CONCRETE 415 716695.946 2448922.480 2572.68 LIP, MATCH 416 716665.141 2448892.044 2571.42 LIP, MATCH _ - \ 421-420 422 p - ca ��- 419 X �60- o I I I I I 0 20' 40' T Point Table POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 417 716672.110 2448892.071 2571.87 TOP CONCRETE 418 716672.147 2448896.628 2572.01 TOP CONCRETE 419 716700.786 2448910.480 2572.97 TOP CONCRETE 420 716718.578 2448910.482 2573.46 TOP CONCRETE 421 716732.855 2448908.398 1 2573.95 TOP CONCRETE 422 716753.125 2448902.357 2574.62 TOP CONCRETE 423 716783.024 2448901.231 2574.82 TOP CONCRETE 424 716799.999 2448904.925 2574.83 TOP CONCRETE 425 716831.483 2448905.014 2574.80 TOP CONCRETE 426 716862.682 2448898.410 2574.73 TOP CONCRETE 427 716892.475 2448898.583 2574.58 TOP CONCRETE 428 716940.084 2448909.240 2573.45 TOP CONCRETE 429 716953.948 2448910.686 2572.82 1 TOP CONCRETE 430 717065.278 2448913.180 2570.31 TOP CONCRETE, ANGLE POINT 431 717055.262 2448910.142 2570.49 TOP CONCRETE, ANGLE POINT Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensure$ ft District that the plans conform to all District policies and standards. Variances m valvers must be speclfically7snd poolousI pproved by the Districlin writing. A<eeplane Itb m rove of plans by f Dirtrist does not relieve the Registered Engineer the r 1 IIIIes. 1 DATE: 13 / ADA COUNTS HIGHWAY DISTRICT Dale of Issuance: C V EP,1D1AN� APPROVED FOR Designed by: In p.aa CONSTRUCTION JG These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules. regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensure$ ft District that the plans conform to all District policies and standards. Variances m valvers must be speclfically7snd poolousI pproved by the Districlin writing. A<eeplane Itb m rove of plans by f Dirtrist does not relieve the Registered Engineer the r 1 IIIIes. 1 DATE: 13 / ADA COUNTS HIGHWAY DISTRICT Q n= W ■r k LUi •Ir CL A� W MO land CD ow C4 THE LAND GROUP avcogroRn� 162 Eost Share knI,r Suit• 100 £ogle. Idaho 83GF6 Ph, 208939, 041 Far209.9994145 wmw thefm,dgrrupiau rem VA Project No.: 115206 Dale of Issuance: 06.30.17 Designed by: In >s JG B � gps 6 �EEFaF � 8 8� le Q n= W ■r k LUi •Ir CL A� W MO land CD ow C4 THE LAND GROUP avcogroRn� 162 Eost Share knI,r Suit• 100 £ogle. Idaho 83GF6 Ph, 208939, 041 Far209.9994145 wmw thefm,dgrrupiau rem VA Project No.: 115206 Dale of Issuance: 06.30.17 Designed by: In Chocked W: JG Sheat No. 2 . 0 0 0- .�W-W-WW1NyVVy-yy-WWWWWWM111M 10+00 11+00 S00°01'2,,E 1365.83' 12+00 G�-000 DD00 O� 0 0 O O 0 -MM M MMMMMMMMM MM- PI STA: 13+65.83 - - - - - 13+00 - - - _ - '-SOOe00'38"E 1332.88' 14+00 505 EP EP EP 3 -EP EP d3 -d3 -d3 EP EP EP Oi i Oi Oi Oi rrV OA Oi Oi _ _ -Oi OA Oi T \ FO FO PO FO EO - T-TETT 1 TT 506 ?.L-- --L_-_T- Z_ -T- T T TT y T-TT � - - �A - 2 _ -_ _ _-___-pM SS.. R3 N Sg �l 8 10 SS 507 2 S SS SS _ SS SS SS r S$ SS -' $6 5 -R� - - 5S - @ �% 7 -- -__ - 512 __ 3 - 1 -- 7 \\ 51 ---- 8 9 509 - 51 511 _ 1 -2574 a 515 _ 3 4 3 •/ / `§ __I z ". 514_4.... 502 .. i �` T o - _ - •: ' . - - .' �. _ - I y + 525 i 523' TUMBLE CRECK ON LOT P & 4 - t • �y '' ' �' 519 1.0 Z � 7 COM I 524 _ _ 5 S 1 528 _ 522 u75�-- J - _ .-/-- \ - i 529 7 I 527 526 � 1 - 521 - / 520 � �\ y -X ,C --X-$,=Y-Y-1L-X-Y-X-�C-Y- -X-X-Y = 7L- �iC_=�(- -Y-- -X X�L�--X� =X - Ln 1 ) 503 531 i i S, ty Luii ac ed� 501 i�� o W y TUMBLE CREEK NO.6 � a I Site Layout Plan HORIZONTAL SCALE: 1" = 20' Keynotes: �CALLOUT TONUMBEREDN TESBELOIN. Grading Notes: TO NUMBERED NOTES BELOW. 1. LIMIT OF IMPROVEMENTS A. EXISTING AND PROPOSED CONTOURS ARE AT A 1 -FT INTERVAL. 2. INSTALL 5" THICK CONCRETE SIDEWALK PER CURRENT ACHD SUPPLEMENT B. SLOPE IN THE DIRECTION OF TRAVEL ON ALL SIDEWALKS SHALL NOT EXCEED 5%. STANDARD DRAWING SD -709 AND DETAILS 1 8 Z/C2.50. CROSS SLOPE SHALL NOT EXCEED 2%, NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION. 3. INSTALL 6" CURB AND GUTTER) PER ISPWC STANDARD DRAWING SD -701, MATCH EXISTING CURB, TAPER TO BACK OF SIDEWALK. C. ASPHALT REPAIR WITHIN EXISTING ASPHALT AREAS SHALL MATCH EXISTING GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE PATTERNS. 4. INSTALL 5 -FT ADA PEDESTRIAN RAMP PER ISPWC ACHD SUPPLEMENT SD -712C WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC SD -712. 5. INSTALL SALVAGED STOP SIGN PER DETAIL 7/C2.50. Material Legend STANDARD CONCRETE ASPHALT REPAIR PATCH - 6. INSTALL ASPHALT REPAIR PATCH PER DETAIL 4/C2.50. FLATWORK - SEE DETAIL SEE DETAIL 3/C2.50 1/C2.50. 7. INSTALL AND FIELD FIT IRRIGATION SYSTEM COMPONENTS AND RELATED 171 APPURTENANCES TO MATCH EXISTING. SEE SHEET 11.50. CONCRETE CURB AND LANDSCAPE TO BE 8. INSTALL SOD LANDSCAPING REPAIR THIS AREA TO LIMITS SHOWN; FIELD RT AND00 GUTTER -SEE DETAIL REPAIRED. 0. REPAIR ALL EXISTING IRRIGATION SEE SHEET 11.50. 6/C2. ER 9. INSTALL CROSSWALK STRIPING IN CONFORMANCE WITH ACHD REQUIREMENTS, GRAVEL REPAIR 'MATCH LAWN/SOD TO BE POSITION MARKINGS TO AVOID WHEEL PATHS. TO EXISTING REPAIRED. 10. INSTALL CURB TERMINUS PER ISPWC SD -707. F] Point Table POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 501 716648.218 2448895.589 2572.10 LIP, MATCH 502 716638.264 2448895.602 2572.49 CENTER POINT 503 716628.309 2448895.616 2572.07 LIP, MATCH 504 716611.260 2448893.046 2571.62 LIP, MATCH 505 716578.729 2448922.780 2572.65 LIP, MATCH 506 716578.732 2448920.780 2573.07 TOP CONCRETE 507 716560.745 2448920.780 2573.79 TOP CONCRETE 508 716541.441 2448917.592 2574.52 TOP CONCRETE 509 716527.311 2448913.756 2575.07 TOP CONCRETE 510 716519.379 2448912.041 2575.28 TOP CONCRETE 511 716495.554 2448910.774 2575.38 TOP CONCRETE 512 716454.059 2448917.908 2574.96 TOP CONCRETE 513 716389.467 2448918.730 2574.71 TOP CONCRETE 514 716341.664 2448911.786 2574.40 TOP CONCRETE 515 716307.423 2448912.741 2573.75 TOP CONCRETE 516 716282.776 2448918.329 2572.68 TOP CONCRETE Point Table POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 517 716248.320 2448922.475 2572.06 TOP CONCRETE 518 716247.188 2448912.483 2572.22 TOP CONCRETE 519 716269.739 2448910.680 2572.65 TOP CONCRETE 520 716305.437 2448902.940 2573.93 TOP CONCRETE 521 716343.101 2448901.890 2574.58 TOP CONCRETE 522 716390.911 2448908.834 2574.89 TOP CONCRETE 523 716452.364 2448908.054 2575.14 TOP CONCRETE 524 716494.163 2448900.865 2575.56 TOP CONCRETE 525 716521.492 2448902.266 2575.46 TOP CONCRETE 526 527 716529.424 716544.992 2448903.980 2575.25 2574.68 TOP CONCRETE TOP CONCRETE 2448908.234 528 716560.340 2448910.811 2573.99 TOP CONCRETE 529 716575.709 2448910.780 2573.25 TOP CONCRETE 530 716604.533 2448896.604 2572.22 TOP CONCRETE 531 716604.520 2448893.040 2572.10 TOP CONCRETE, MATCH 0 20' 40' 04 = 10 STA: 9+24.44, OFF: 35.80 TBC: 2573.10 ------ - 260% ° - STA: 9+42.90, OFF: 41.62'fl STA: 10+21.01, OFF: TBC: 2572.58 TBC: a O° a a le v 8.3% FL/GB: 2571.94 FLIGB: 2572.21 ° TC: 2572.54 \ STA: 9+82.11, OFF: 52.79'R ae .... \ ,i• .TBC: 2572.98 TC: 2572.45 s 1 FL/GB: 2571.63 FL/GB: 2572.10 \ STA: 9+52.37, OFF: 56.1515'R \ / TBC:2572.11 _X= X-X-X-X-X-X� �- STA: 9+90.04, OFF: 60.771R STA: 9+53.22, OFF: 64.26R STA: 9+74.16, OFF: 60.75'R TBC/MX 2572.46 TBC/MX:2571.84 a TBC/MX: 2572.51 / e 9_ Intersection rading Detail HORIZONTAL SCALE: 1" = 10' lipA 10 R/ STA: 10+47.65, OFF: 35.591R TBC: 2573.07 11.599 572.77 e ^y } TC: 2572.81 - - /f n STA: 10+11.75, OFF: 56.21'R TBC: 2572.34 ° J / 10+10.92, OFF: 63.32W1- X- X- XX - M M-- 04 = 10 STA: 9+24.44, OFF: 35.80 TBC: 2573.10 ------ - 260% ° - STA: 9+42.90, OFF: 41.62'fl STA: 10+21.01, OFF: TBC: 2572.58 TBC: a O° a a le v 8.3% FL/GB: 2571.94 FLIGB: 2572.21 ° TC: 2572.54 \ STA: 9+82.11, OFF: 52.79'R ae .... \ ,i• .TBC: 2572.98 TC: 2572.45 s 1 FL/GB: 2571.63 FL/GB: 2572.10 \ STA: 9+52.37, OFF: 56.1515'R \ / TBC:2572.11 _X= X-X-X-X-X-X� �- STA: 9+90.04, OFF: 60.771R STA: 9+53.22, OFF: 64.26R STA: 9+74.16, OFF: 60.75'R TBC/MX 2572.46 TBC/MX:2571.84 a TBC/MX: 2572.51 / e 9_ Intersection rading Detail HORIZONTAL SCALE: 1" = 10' lipA 10 R/ STA: 10+47.65, OFF: 35.591R TBC: 2573.07 11.599 572.77 e ^y } TC: 2572.81 - - /f n STA: 10+11.75, OFF: 56.21'R TBC: 2572.34 ° J / 10+10.92, OFF: 63.32W1- X- X- XX - Plans Are Accepted For Public Street Construction BY stamping and signing the Improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specillcallY antl previously approved by the District In wrlling. Accepinnce f 1 Improvement p a by the District does net relieve the Registered Englnaer 1 a sib111B BV• DATE: on toss xlexwA msrela 0 -II x W 3 cc CL) 'a �_ =a THE LAND GROUP 01NBaaD m 162 sea[ .SM1me YMve. suite Ina eagle. IdnLo 82616 Ph tal9.99'011 Pax T939 J IJ:i weu. Ilmlmnl9rovArn. rom [568 ) 07/12 0I 7 Project No.: 115206 Date of Issuance: 06.30.17 Designed by: JG Checied by: JG Sheet No, 2 ■ O1 ■ C W APPROVED FOR alAoi CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date Plans Are Accepted For Public Street Construction BY stamping and signing the Improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specillcallY antl previously approved by the District In wrlling. Accepinnce f 1 Improvement p a by the District does net relieve the Registered Englnaer 1 a sib111B BV• DATE: on toss xlexwA msrela 0 -II x W 3 cc CL) 'a �_ =a THE LAND GROUP 01NBaaD m 162 sea[ .SM1me YMve. suite Ina eagle. IdnLo 82616 Ph tal9.99'011 Pax T939 J IJ:i weu. Ilmlmnl9rovArn. rom [568 ) 07/12 0I 7 Project No.: 115206 Date of Issuance: 06.30.17 Designed by: JG Checied by: JG Sheet No, 2 ■ O1 ■ •OH p / 9 'J _. -9-ODD D DODOODDO D D D0 DDD9'-D-- D D D�D CP . iv1 -- MM M MMMMMM M M M MMMMMMMM M M- - — — — — i5+0o_ �16+00 - - - - — — � ;7 per ROAD�SS - — — — - —500"00'38"E 1332.88' � — — - - - --2572+- -- -------------- i-- -_2571 R--per=x-EP �� EPOi Cj d3--03 8 n+ ru nu Oi v� FO FO FO FO FO FO FO FO FO f0 I y / HP'. OHP, .•P _ / 7 i -M M--�M / M M M OIL STA: 17+94.18— 1/4 CP&F OFF: 28.29'R 2 96096870 d3 d3 d3 8-8-6 �s N y�� — • .. - FO \' FO FO FO FO _J 4 p d3 d3 d3—. —d3—d / - - - _ S 1 604 SS SS SS — 1 _ i`�- _ T -T- _ T r 5 T ��. `-6 1 2 25703 8023 T _ 55._—_—SS _--SS:—_—;gS.. ,�r- •_ .--.,,-.«_- 1 dT i - - -2572- 5j iw - -- — — — _ — --- --- — — — —_— — — _— — — - < I - _ - 2573- z 2573 — _ _ go tab - - - - _TURTLE -GRE -EK NO.1EO - --2572--- - - - - - , ` - - sot - - - \\ ao ao \ ____-- - COMMONLOT\----- 257a - W \257 I I ��'� --- ---- ..I -----------2573.----- I % X ---XI �Y --.X� --_i6- "-�- .. n X—X —K— X X—X X X—X- X--X—X�I X- X X— X 3'�LX X X75 W ` Vert_— Vim! 2 W rA . ss IM \\ 1- Cj TURTLE CREEK NOA \ \ ss \ I I I I Site Layout Plan D 2a '" HORIZONTAL SCALE: 1"=20' ATED Kevnotese ��O# TO NUMBEREDLOUT NOTES BELOW. TO NUMBERED NOTES BELOW. 1. LIMIT OF IMPROVEMENTS 2. INSTALL 5" THICK CONCRETE SIDEWALK PER CURRENT ACHD SUPPLEMENT STANDARD DRAWING SD -709 AND DETAILS 1 & 2/C2.50. 3. INSTALL SALVAGED STREET SIGN PER DETAIL 7/C2.50. 4. PROPOSED FIBER OPTIC RISER LOCATION. WORK TO BE PERFORMED BY AND FULLY COORDINATED WITH RELEVANT UTILITY AUTHORITY. 5. ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND COVER TO FINISHED SIDEWALK GRADE PER ISPWC SO -508, 6. ADJUST STORM MANHOLE TO NEW SIDEWALK ELEVATION PER ISPWC SD -616. 7. INSTALL DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC SD -712. t Grading Notes: A. EXISTING AND PROPOSED CONTOURS ARE AT A 1 -FT INTERVAL. B. SLOPE IN THE DIRECTION OF TRAVEL ON ALL SIDEWALKS SHALL NOT EXCEED 5%. CROSS SLOPE SHALL NOT EXCEED 2%, NO TOLERANCES ALLOWED. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION. C. ASPHALT REPAIR WITHIN EXISTING ASPHALT AREAS SHALL MATCH EXISTING GRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE PATTERNS. Material Legend 171 STANDARD CONCRETE LAWWSOD TO BE FLATWORK -SEE DETAIL REPAIRED. /C2.50. El 17 INSTALL 4* AGGREGATECOMPACTED DEPTH OF "MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACEMENT AND COMPACTION PER ISPWC AND ACHD REQUIREMENTS. Point Table POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 601 715826.355 2448914.295 2571.86 TOP CONCRETE, MATCH 602 715826.409 2448924.304 2571.46 TOP CONCRETE, MATCH 603 715833.240 2448924.266 2571.69 TOP CONCRETE 604 716206.021 2448922.685 2572DO TOP CONCRETE 605 716207.420 1 2448912.761 2572.19 TOP CONCRETE Plans Are Accepted For Public Street Construction BY stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans comlorm to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptant f1 Impro moot plan rthe Dlstrld does nal mllave the fleglsteretl Engines t se es ibilNlec B DATE: 7� ADA COUNTY AIGHWAYlliSTRICT =I 0 •sawas N i C) f1C LU 3 t r•+ ev CL CD to 0 Cz C4 pis 1111110111111i W THE LAND GROUP DJCOegR/,TTfl) J6: 6'mf SAorr Dmm. ?urtc r06 e-wm rl:,n" e=rfe 07 r Date of Issuance: 06.30.17 r r Designed bv: G Sheet%.: MR I/VI APPROVED FOR aUN CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date Plans Are Accepted For Public Street Construction BY stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans comlorm to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptant f1 Impro moot plan rthe Dlstrld does nal mllave the fleglsteretl Engines t se es ibilNlec B DATE: 7� ADA COUNTY AIGHWAYlliSTRICT =I 0 •sawas N i C) f1C LU 3 t r•+ ev CL CD to 0 Cz C4 pis 1111110111111i W THE LAND GROUP DJCOegR/,TTfl) J6: 6'mf SAorr Dmm. ?urtc r06 e-wm rl:,n" e=rfe 07 r Date of Issuance: 06.30.17 r r Designed bv: G Sheet%.: MR BUILDING LINE, COLUMNS, CURBS, CONC. FOOTING, ETC. SEALANT -POLYURETHANE SEALANT FS -TT -S-00227, TYPE II, NON -SAG AND TYPE I -SELF LEVELING, CLASS A EXPANSION JOINT NOTE: 1. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK, AS SHOWN ON DRAWINGS, 2. CONCRETE SHALL BE CLASS 40008 IN CONFORMANCE WITH ISPWC STANDARDS. Standard Concrete Flatwork Scale'. NTS NOTE B M I I�� B DOME SECTION A LIGHT BROOM FINISH TOOLED SCORE JOINT 1/2' RADIUS 5' DEPTH CONCRETE 4° DEPTH, TYPE'B' BASE PER SPECIFICATIOIN COMPACTED SUB -GRADE DOME SPACING W 1/4° — SCORE JOINT F EXPANSION JOINT 1/2" RADIUS (TYP.) SEALANT POLYURETHANE SEALANT FS -TT -S-00227, TYPE II, NON -SAG AND TYPE I -SELF LEVELING, CLASS A CONCRETE FLATWORK AS SPECIFIED, WIDTH PER PLANS JJ BASE COURSE AS SPECIFIED COMPACTED SUBGRADE NOTE: 1. CONCRETE SHALL BE CLASS 40008 IN CONFORMANCE WITH ISPWC STANDARDS. Concrete Joints Sc,le NTS 18' R7/? 6' 1' BATTER ASPHALT PAVING ,��1✓�\ j °R3-1/2' m 1/2' 1' iS ✓�\\ RI 81/2" _ i NOTES: AGGREGATE BASE COMPACTED SUBGRADE 1. DETECTABLE WARNING SHALL BE 24" IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP, LANDING OR BLEND TRANSITION. 2. DETECTABLE WARNING SHALL HAVE A DIAMETER OF 50% TO 65% OF THE BASE DIAMETER OF DOME. 3. DETECTABLE WARNING DOMES SHALL BE PRE -MANUFACTURED UNITS INTEGRALLY CAST INTO CONCRETE RAMP TO ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT, METHODS OF CONSTRUCTION AND COLORATION MUST BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. Detectable Warning Pattern Scale: NTS 11 8 f a } 9 F 6 -IN Curb/12-IN Catch Plate Gutter scab NTS ASPHALT PAVING TOP COURSE 3/4" MINUS GRAVEL TYPE B BASE COURSE STRUCTURAL TYPE A FILL COURSE. COMPACT TO 95% DRY DENSITY PER ASTM D698. COMPACTED SUBGRADE TO 95% STANDARD PROCTOR. Heavy Duty Asphalt Section - ACHD R.O.W. Scale'. NTS PLAN VIEW SIGN (TYP.) 2" x 2" x 10' (MIN.) SQUARE z GALVANIZED PERFORATED SIGN POST l (12 GAUGE MIN. WALL THICKNESS) 3/8' x 3-1/2" CADMIUM PLATED HEX HEAD BOLT WITH FLAT LOCK WASHER AND NUT SECTION VIEW I_ NOTE: 1. TOP OF POST TO BE CUT 1/2' BELOW TOP OF SIGN. FINISH GRADE SLOPE TOP OF CONCRETE TO ENSURE POSITIVE DRAINAGE AWAY FROM SIGN POST 2-1/2"x 2-1/2"x 18" LONG ANCHOR POST, NON PERFORATED (12 GAUGE MIN. WALL THICKNESS) WRAP ANCHOR SLEEVE AND ANCHOR POST WITH (1) LAYER OF DUCT TAPE 2-1/4"x 2-1/4"x 36" LONG ANCHOR POST, NON PERFORATED (12 GAUGE MIN. WALL THICKNESS) CONCRETE FOOTING NOTE: 1. SIGN POSTS IN LANDSCAPE AREAS TO BE SET BACK 2' MIN. FROM BACK OF CURB AND/OR BACK OF SIDEWALK. Sign Post And Scale NTS Asphalt Section $Calc tjTS ASPHALT PAVING TOP COURSE 3/4" MINUS GRAVEL TYPE B BASE COURSE STRUCTURAL TYPE A RLL COURSE. COMPACT TO 95% DRY DENSITY PER ASTM D698. COMPACTED SUBGRADE TO 95% STANDARD PROCTOR. Plans Are Accepted For Public Street Construction By slenping ani S:gn'ng the imprbwby,m pans. the Regislinq rlgnefr ensures !'rP D,Sltln (hal the Peens a�nlonn ro ell piS!rty Opec06 an0 sta^aertls. Vznancas cr wowcrs muss be iPPtihcitly �tl n'evpusq aprrOved by P. 'w"g. ActpplenOB of mepl ns h; the D'slnc s rpt relieve We Rd m En, ae Y a sQYIS:D i f. RY A C UN ATE IiIOHVlAY TRICT C 0 .y C W cc 3 i g� s H 6s �Y ggg8 9E Q �5g5g55gggg� 6� O t A W 9 d 2 gii THE LAND GROUP a.IcperorwT® 162 E-1 STmr Dn .'.am 100 Engle Idnhu 99016 Ph 209 9,91O11 Fr 'M 9:19 1115 un,o/Gn/nnrlV°unY,nu rorn A w Purled NO.: MIN. MA%. A I-5re' 2 V8• 8 7/8• 1-7/18' W 1/4° — SCORE JOINT F EXPANSION JOINT 1/2" RADIUS (TYP.) SEALANT POLYURETHANE SEALANT FS -TT -S-00227, TYPE II, NON -SAG AND TYPE I -SELF LEVELING, CLASS A CONCRETE FLATWORK AS SPECIFIED, WIDTH PER PLANS JJ BASE COURSE AS SPECIFIED COMPACTED SUBGRADE NOTE: 1. CONCRETE SHALL BE CLASS 40008 IN CONFORMANCE WITH ISPWC STANDARDS. Concrete Joints Sc,le NTS 18' R7/? 6' 1' BATTER ASPHALT PAVING ,��1✓�\ j °R3-1/2' m 1/2' 1' iS ✓�\\ RI 81/2" _ i NOTES: AGGREGATE BASE COMPACTED SUBGRADE 1. DETECTABLE WARNING SHALL BE 24" IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP, LANDING OR BLEND TRANSITION. 2. DETECTABLE WARNING SHALL HAVE A DIAMETER OF 50% TO 65% OF THE BASE DIAMETER OF DOME. 3. DETECTABLE WARNING DOMES SHALL BE PRE -MANUFACTURED UNITS INTEGRALLY CAST INTO CONCRETE RAMP TO ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT, METHODS OF CONSTRUCTION AND COLORATION MUST BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. Detectable Warning Pattern Scale: NTS 11 8 f a } 9 F 6 -IN Curb/12-IN Catch Plate Gutter scab NTS ASPHALT PAVING TOP COURSE 3/4" MINUS GRAVEL TYPE B BASE COURSE STRUCTURAL TYPE A FILL COURSE. COMPACT TO 95% DRY DENSITY PER ASTM D698. COMPACTED SUBGRADE TO 95% STANDARD PROCTOR. Heavy Duty Asphalt Section - ACHD R.O.W. Scale'. NTS PLAN VIEW SIGN (TYP.) 2" x 2" x 10' (MIN.) SQUARE z GALVANIZED PERFORATED SIGN POST l (12 GAUGE MIN. WALL THICKNESS) 3/8' x 3-1/2" CADMIUM PLATED HEX HEAD BOLT WITH FLAT LOCK WASHER AND NUT SECTION VIEW I_ NOTE: 1. TOP OF POST TO BE CUT 1/2' BELOW TOP OF SIGN. FINISH GRADE SLOPE TOP OF CONCRETE TO ENSURE POSITIVE DRAINAGE AWAY FROM SIGN POST 2-1/2"x 2-1/2"x 18" LONG ANCHOR POST, NON PERFORATED (12 GAUGE MIN. WALL THICKNESS) WRAP ANCHOR SLEEVE AND ANCHOR POST WITH (1) LAYER OF DUCT TAPE 2-1/4"x 2-1/4"x 36" LONG ANCHOR POST, NON PERFORATED (12 GAUGE MIN. WALL THICKNESS) CONCRETE FOOTING NOTE: 1. SIGN POSTS IN LANDSCAPE AREAS TO BE SET BACK 2' MIN. FROM BACK OF CURB AND/OR BACK OF SIDEWALK. Sign Post And Scale NTS Asphalt Section $Calc tjTS ASPHALT PAVING TOP COURSE 3/4" MINUS GRAVEL TYPE B BASE COURSE STRUCTURAL TYPE A RLL COURSE. COMPACT TO 95% DRY DENSITY PER ASTM D698. COMPACTED SUBGRADE TO 95% STANDARD PROCTOR. Plans Are Accepted For Public Street Construction By slenping ani S:gn'ng the imprbwby,m pans. the Regislinq rlgnefr ensures !'rP D,Sltln (hal the Peens a�nlonn ro ell piS!rty Opec06 an0 sta^aertls. Vznancas cr wowcrs muss be iPPtihcitly �tl n'evpusq aprrOved by P. 'w"g. ActpplenOB of mepl ns h; the D'slnc s rpt relieve We Rd m En, ae Y a sQYIS:D i f. RY A C UN ATE IiIOHVlAY TRICT C 0 .y C W cc 3 i g� s H 6s �Y ggg8 9E Q �5g5g55gggg� 6� O t A W 9 d 2 gii THE LAND GROUP a.IcperorwT® 162 E-1 STmr Dn .'.am 100 Engle Idnhu 99016 Ph 209 9,91O11 Fr 'M 9:19 1115 un,o/Gn/nnrlV°unY,nu rorn A w Purled NO.: 115288 Osie d Iswmc 88.78.17 De9igne8 by: BRSIJG SMeI N. C2m50 PublicWorks Search d print Page 1 of 1 License Work License License o.^.,,- Applicant Owner Company Compan-v Company Company ph^.o EIpiI$ig! NumberCatesorvType Class @Name Name Address CjE State ZioCodesDate Parent License 00003, 02855, o2740, 03300, 03200, 02220, , PWC-C-lnc ttazs 724 Ustick NAMPA 83687 (208) 888-7 t31t2014ID 3746 3,4 AA ACTIVE Bricon, lnc. https://web.dbs.idaho.gov/etrakit3/Custom/Idaho-PublicWorksPrint'aspx 11312018