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Application Charlene Way From:clerk@meridiancity.org Sent:Friday, November 13, 2020 5:07 PM To:Charlene Way Subject:Development Application Transmittals Brody Square FP-2020-00109 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Brody Square FP-2020-0010 Hearing Date: December 15, 2020 Assigned Planner: Alan To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Planning Division EI D1A �1T-_____1 l HEARING APPLICATION i AkO Type of Review Requested Final Plat File number: FP-2020-0010 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicantname: IAN CONNAIR, KIM LEY-HORN &ASSOCIATES Phone: 16022161270 Applicant address: 7740 N 16TH ST#300, PHOENIX, AZ 85020 Email: ian.connair@kimley-horn.com Ownernamc: RANDY CLARNO, SHELBURNE PROPERTIES, LLC Phone: 14804010800 Fax: 7629 E PINNACLE PEAK ROAD #110, randy@criterionland.com Owner address: SCOTTSDALE, AZ 85255 Email: Agent name(e.g.architect,engineer,developer,representative): IAN CONNAIR Finn name: KIMLEY-HORN &ASSOCIATES Phone: 16022161270 Fax: Address: 7740 N 16TH ST#300 Email: ian.connair@kimley-horn.com Contactname: IAN CONNAIR Phone: 16022161270 Fax: Contact address: 7740 N 16TH ST#300 Email: ian.connair@kimley-horn.com Subject Property Information Location/street address: Assessor's parcel number(s): R0982000000 Township,range,section: 4N 1 W27 Project Description Project/ApplicationName: Brody Square Description of Work: See attached Narrative 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0088 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: NEC of Black Cat Road & McMillan Road Current Land Use: Residential Total Acreage: 15 Prior Approvals(File Numbers): H-2020-0032 ZONING DISTRICT(S) R-8: CHECKED PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 08/09/2020 Landscape Plan Date(MM/DD/YYYY): 10/12/2020 Percentage of Site Devoted to Building: 60% Percentage of Site Devoted to Landscaping: 20% Percentage of Site Devoted to Paving: 20% Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: Settlers ID Primary Irrigation Source: Surface Irrigation Secondary Irrigation Source: Municipal Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 104942 Proposed Building Height: 2 story Number of Residential Units: 64 Minimum Square Footage of Living Area(Excluding Garage): TBD by builder Gross Density: 4.27 Net Density: 4.60 In Reclaimed Water Buffer: No PLATS ONLY Number of Building Lots: 64 Number of Common Lots: 9 Total Number of Lots: 73 I understand a secondary access is required and a separate easement application has CHECKED been applied for: Minimum Lot Size: 5497 Average Lot Size: 5857 Area of Plat: 15.00 Plat Date(MMIDD/YYYY): 09/09/2020 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Ponds or Water Features: CHECKED Arterial Street Buffer(s): CHECKED 10'Parkway Along Arterials: CHECKED Stormwater Detention Facilities: CHECKED Open Water Ponds: CHECKED Acres of Qualified Open Space: 1.81 Percentage of Qualified Open Space: 12.0% QUALIFYING SITE AMENITIES Picnic Area: CHECKED Walking Trails: CHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Ian Connair MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 Kimley>>)Horn October 12, 2020 City of Meridian Attn: Caleb Hood, Planning Division Manager 33 East Broadway Avenue, Suite 102 Meridian, ID 83642 Re: Brody Square—Final Plat Narrative Daphne Street and Black Cat Road Meridian, Idaho Dear Mr. Hood: The final plat, plans and application for the Brody Square Subdivision are attached for your review and approval. The Brody Square Subdivision is located on approximately 15 acres at 5120 N Black Cat Road, 4644 W Daphne Street and 4924 N Black Cat Road (the "Project Site"). Brody Square has been designed to include 64 buildable lots for single-family detached homes and 9 common lots. The development includes 12.0% qualified open space with attractive amenities throughout. The design of the subdivision is in conformance with all requirements and provisions of the UDC and with acceptable local engineering and survey practices and local standards. The final plat is in substantial conformance with the preliminary plat and zoning (PP H-2020-0032) which were approved by Council on July 21st, 2020. We ask your approval of the following: • Final Plat of Brody Square • Improvement Plans for Brody Square Thank you for your time and consideration. We feel that the Brody Square Subdivision will be a great compliment to and extension of the existing neighborhoods in the area. Please feel free to contact me if you have any questions or require additional information. Sincerely, Kimley Horn and Associates, Inc. 7 � Brandon McDougald, P.E. Project Manager AFFIDAVIT OF LEGAL E T REST STATE OF IDAHO ) COUNTY OF ADA ) i, (name) (address) � (city) (state) being first duly sworn upon, oath,depose and say: I. That I am the record owner of the property described on the attached, and I grant my permission to: 4111 � r9 .�9�tk✓, ,,�C, l07 . ��i17 lP� /a (name) (address) SC DTTS;,j/9L9 to submit the accompanying application(s)pertaining to that property. t_ I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of 20 cP0 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. (Notary Public for Idaho) MICHAEL CURTIS COMMISSION#20181012 Residing at: o i'se ., V) NOTARY PUBLIC STATE OF IDAHO My Commission Expires: O Ca Z O oft 33 E.Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)887-2211 • Facsimile: (208)887-1297 • Website:www.meridiancity.org AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) ( ame) (address) TD4116 (city) (state) being first duly sworn upon,oath,depose and say: I. That I am the record owner of the property described on the attached, and I grant my permission to: �,r/ryAc. gc 4717ck✓��.44C. 7102Y,Cc, &�/,y ,, p4A��P�I //o {name} S C Q77S;J,91—,C /�Z• to submit the accompanying application(s)pertaining to that property. 2. 1 agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of, 20 p r� )rIz— ( tgnature) SUBSCRIBED AND SWORN to before me the day and year first above written, atJ104 '`'pNnurlry. z�ItOTAR,*;+l (Notary Public for Idaho) Ar1BLIC Residing at: a.c�c.l__-Louti1��-! I�(� . (11U 1D°' '• My Commission Expires: t `2-0 2-(o Vr ,,rrr7r 1111 a71fYtaa 33 E.Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)887-2211 • Facsimile: (208)887-1297 • Website:www.meridiancity.org AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) 1, J 0 an W. WW S . m foh wl (name) lot lA l 0 (a dress) (city) (state) being first duly sworn upon,oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: l ,., uvol & v'ivi a cm vekk'Zol-*110 � nr��le I�hol 6 IM I.iVVAAfihfU,C �t��sd�.le.:, A-Z. 9A'. name (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this _day of --A g.4! .r' ,20 `2-0 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. MICHELLE DRUDE (Notary Pub' or Idaho) NOTARY PUBLIC _ STATE OF IDAHO hh COMMISSION#20200186 Residing at: E2 V �� MY COMMISSION EXPIRES 1/17/2026 My Commission Expires; 01 43 33 E.Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)887-22I 1 • Facsimile: (208)887-1297 • Website:www.meridiancity.org Kimley>>) Horn October 12, 2020 City of Meridian Planning Division 33 East Broadway Avenue Suite 102 Meridian, Idaho 83642 Re: Engineering Statement Brody Square Daphne Road and Black Cat Road Meridian, Idaho To Whom It May Concern, This letter is hereby written to confirm that all finished street centerline elevations are set a minimum of three feet above the highest established normal groundwater elevation. The test pits drilled on site have an average depth of 12-feet. Groundwater was observed at depth varying from 8.0' to 3.4' across the site. Sincerely, Kimley Horn and Associates, Inc. Brandon McDougald, P.E. Project Manager PioneerfitleCo. 601N6 BEYOND August 30, 2019 Order No.: 694744 RE: 4644 West Daphne Street, Meridian, ID 83646 Dear Valued Customer, Thank you for giving Pioneer Title Company the opportunity to serve you. We appreciate your business and will strive to merit the confidence you have shown in us. Please find attached your title commitment. In it, you'll find your preliminary title report with supporting documentation related to the property at 4644 West Daphne Street. Should you have any questions regarding the documents contained herein including concerns related to exceptions, legal descriptions, or vesting, please contact any one of your Pioneer Title Company team members: Escrow Officer Title Officer Mark Johnston Cindee Lantz Miracle Ph: (208) 442-6110 Ph: (208)373-3657 Email: mjohnston@pioneertitleco.com Email: clmiracle@pioneertitleco.com Best Regards, Your Pioneer Title Co. Team pioneertitleco.com PioneerTitleCo. GOING BEYOND File No. 694744 Please review the following questions and contact your Escrow Officer or Title Officer if the answer to any is "Yes." Are any principals using a Power of Attorney? Are any of the parties in title incapacitated or deceased? Has a change in marital status occurred for any of the principals? Is the property now vested, or will the property be transferred,to a new trust,partnership, or corporation? Has any construction or remodeling been done to the property in the last 90 days? Escrow Officer Title Officer Mark Johnston Cindee Lantz Miracle Ph: (208)442-6110 Ph: (208)373-3657 Email: mjohnston@pioneertitleco.com Email: clmiracle@pioneertitleco.com Property Address: 4644 West Daphne Street,Meridian,ID 83646 Buyer/Borrower: Pinnacle Land Development,LLC Seller: Kenneth Arendse and Joanie Arendse PioneerTitleCo. Title Fees & Breakdown GOING BEYOND Policy Issuing Agent For: Old Republic National Title Insurance Company File No.: 694744 COVERAGE Sales Price $690,000.00 Owner's Coverage Standard Loan Amount Lender's Coverage TITLE POLICY CALCULATIONS FOR DISCLOSURE Product CD Disclosed Premiums Actual Premiums Premium Adjustments Loan $0.00 (Title Premium Adjustment) $0.00 Owners $2,284.00 $2,284.00 (Short Term Discount—If Any) $0.00 OTHER FEES Owners Endorsements: Lenders Endorsements: Owners Inspection N/A Owners Additional Chain N/A Lenders Inspection: N/A Lenders Additional Chain: N/A Recording Fees: Effective July 1,2017 Recording Fees will be: Deeds$15.00 (up to 30 pages) Deed of Trusts $45.00(up to 30 pages) For all other documents the rate shall be: $10 for the first page/$3 each additional page E-file Fee: An additional$4.50 per document CPL Fee: $25.00 Please contact Cindee Lantz Miracle at clmiracle@pioneertitleco.com or(208)373-3657 with any questions. ALTA Commitment for Title Insurance * * Issued By Old Republic National Title Insurance Company * fi V * ** ** NOTICE IMPORTANT—READ CAREFULLY:THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE,REPORT OF THE CONDITION OF TITLE,LEGAL OPINION,OPINION OF TITLE,OR OTHER REPRESENTATION OF THE STATUS OF TITLE.THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE,INCLUDING ANY SEARCH AND EXAMINATION,ARE PROPRIETARY TO THE COMPANY,WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY,AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON,INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT.THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice;Schedule B,Part I—Requirements;Schedule B,Part II—Exceptions;and the Commitment Conditions,Old Republic National Title Insurance Company,a Florida Corporation(the"Company'),commits to issue the Policy according to the terms and provisions of this Commitment.This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A,only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B,Part I—Requirements have not been met within 6 months after the Commitment Date,this Commitment terminates and the Company's liability and obligation end. Issued By: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Pioneer Title Company of Ada County A Stock Company 8151 W. Rifleman Street 400 Second Avenue South, Minneapolis, Minnesota 55401 Boise,ID 83704 (612)371-1111 Authorized Agent for Old Republic National By rresrdenr Title Insurance Company Aues[ ��_ "f Secretary Authorized Signatory This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge"or"Known":Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land":The land described in Schedule A and affixed improvements that by law constitute real property.The term"Land"does not include any property beyond the lines of the area described in Schedule A,nor any right,title,interest,estate,or easement in abutting streets,roads,avenues,alleys,lanes,ways,or waterways,but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage":A mortgage,deed of trust,or other security instrument, including one evidenced by electronic means authorized by I aw. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured":Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount":Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records":Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title":The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I—Requirements; (f) Schedule B, Part II—Exceptions;and (g) a counter-signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect,lien,encumbrance, adverse claim,or other matter recorded in the Public Records prior to the Commitment Date,any liability of the Company is limited by Commitment Condition 5.The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment,resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I—Requirements; (ii) eliminate,with the Company's written consent, any Schedule B, Part II—Exceptions;or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i)through 5(a)(iii)or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (g) In any event,the Company's liability is limited by the terms and provisions of the Policy. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule 8,Part 1—Requirements;and Schedule a,Part II—Exceptions. ALTA Commitment for Title Insurance 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A,and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c) Until the Policy is issued,this Commitment,as last revised,is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations,representations,and proposals of any kind, whether written or oral,express or implied,relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B,Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued,all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies.The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide,at the request of a Proposed Insured,a pro-forma policy illustrating the coverage that the Company may provide.A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause.All arbitrable matters when the Proposed Policy Amount is$2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties.A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule 8,Part 1—Requirements;and Schedule 8,Part II—Exceptions. ALTA Commitment for Title Insurance P i o n e e rT i t I e C o. Title Insurance Commitment GOING BEYOND Policy Issuing Agent For: File No.: 694744 Old Republic National Title Insurance Company Reference No.: Issuing Agent:Pioneer Title Company of Ada County Issuing Office: 8151 W.Rifleman Street Schedule A 1. Commitment Date: August 20,2019 7:OOAM 2. Policy or Policies to be issued: (a) 2006 ALTA Owner's Policy-Standard $690,000.00 $2,284.00 Proposed Insured:Pinnacle Land Development,LLC Endorsements: $0.00 Inspection Fee:N/A (b) 2006 ALTA Lender's Policy- Proposed Insured: $0.00 Endorsements: $0.00 Inspection Fee:N/A 3. The estate or interest in the land described or referred to in this Commitment is: FEE SIMPLE 4. Title to the estate or interest in the land is at the Effective Date vested in: Kenneth A.Arendse and Joanie C.Arendse,husband and wife as community property with right of survivorship 5. The land referred to in this Commitment is described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF. Old Republic National Title Insurance Company Authorized Signatory This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance File No.: 694744 Reference No.: Schedule B-I ALTA COMMITMENT Requirements All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. This Company will require the enclosed Seller or Borrower Affidavit(regarding State Liens and Indigent Care Services)be signed and returned in order to issue the policy herein. 6. We require a copy of the Certificate of Organization, Operating Agreement and Resolutions, and any amendments showing the power and authority of the party or parties who plan to execute the forthcoming conveyance or encumbrance on behalf of Pinnacle Land Development LLC, an Arizona Limited Liability Company. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance File No.: 694744 Reference No.: Schedule B-II ALTA COMMITMENT Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION,RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION,RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE,COLOR,RELIGION, SEX, SEXUAL ORIENTATION,GENDER IDENTITY,HANDICAP,FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: General Exceptions: 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches,or is disclosed between the Commitment Date and the date on which all of the Schedule B,Part IRequirements are met. 2. Rights or claims of parties in possession not shown by the public records. 3. Encroachments,overlaps,boundary line disputes, and any other matters which would be disclosed by an accurate survey or inspection of the premises including,but not limited to,insufficient or impaired access or matters contradictory to any survey plat shown by the public records. 4. Easements, or claims of easements,not shown by the public records. 5. Any lien, or right to a lien, for services,labor, or material heretofore or hereafter furnished,imposed by law and not shown by the public records. 6. (a)Unpatented mining claims; (b)reservations or exceptions in patents or in Acts authorizing the issuance thereof, (c)water rights,claims or title to water,whether or not the matters excepted under(a), (b)or(c)are shown by the public records. 7. Taxes or special assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices to such proceedings,whether or not shown by the records of such agency or by the public records. (General Exceptions 1 through 7 will not appear as printed Exceptions on Extended Coverage Policies or the ALTA Homeowners Policy) Special Exceptions: 8. NOTE: General taxes for the year 2018,which were liens, are paid. Parcel No.: 242 RO982010000 Amount: $2200.00 This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance 9. General taxes for the year 2019,which are liens and are not yet due and payable. Parcel No.: 242 RO982010000 NOTE: The above taxes reflect a Home Owners Exemption.Any new buyer must re-apply to the Ada County Assessor's office for said exemption. 10. Liens, fees and charges for trash services as provided by Ada County Ordinance No. 467 amending Title 5, Chapter 2, Section 4, of Ada County Code. Ada County Billing Service Ph: (208)287-6800 11. Liens and assessments of the following district and the rights and powers thereof as provided by law. District: Settlers Irrigation District Ph: (208) 344-2471 12. Liens and assessments of the following district and the rights and powers thereof as provided by law. District: Beach Lateral Water Association 13. The effect of Beach Lateral Water Association Recorded: June 25,2008 Instrument No.: 108073846 14. Covenants,conditions,restrictions and easements as set forth on the plat. Name of Plat: Black Cat Estates No. 2 Book/Page: 32/1945-1946 15. Covenants,Conditions,Restrictions,Reservations,and Easements Recorded: December 31, 1973 Instrument No.: 870383 Deleting or omitting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color,religion, sex,handicap, familial status,or national origin to the extent such covenants,conditions or restrictions violate 42 USC 3604(c). 16. An easement containing certain terms, conditions and provisions affecting a portion of said premises and for the purposes stated herein For: Power Line In Favor o£ Idaho Power Company Recorded: January 22, 1991 Instrument No.: 9103585 Affects: Lot 7 in Block 2 17. Terms and provisions set forth in Agreement upon the terms,conditions and provisions contained therein: Between: Settlers Irrigation District, City of Meridian,Brighton Corp,Primeland Dev, and Treehaven,LLC Dated: December 27, 2007 Recorded: December 27, 2007 Instrument No.:107169723 Affects Lot 1 in Block 2 18. Rights and claims in and to those portions of said premises lying within the right of ways of ditches, canals, laterals, and roads. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance 19. Deed of Trust to secure an indebtedness of$20,000.00 and a certain revolving loan agreement of even date by which the aforementioned beneficiary is obligated to made loans and advances up to$20,000.00 and any other amounts as therein provided. Dated: April 1, 2006 Grantor: Kenneth A.Arendse and Joanie C.Arendse,husband and wife Trustee: Pioneer Title Company of Ada Beneficiary: Idaho Central Credit Union Recorded: April 3,2006 Instrument No.: 106050915 End of Exceptions NOTE: As an accommodation and not part of this Commitment,no liability is assumed by noting the following conveyances describing all or part of the subject property,which have been recorded within the last months: None NOTE: The County Records and/or the City Engineer's Office show the address to be: 4644 West Daphne Street,Meridian,ID 83646 NOTE: There is no notice of record and therefore no search has been made for any unpaid assessments, charges, or fees for sewer,water, garbage, irrigation, or other possible utility services. NOTE: If the proposed insured under the Policy to issue has any questions concerning the coverage or exclusions from coverage,the Company will be pleased to provide an explanation. NOTE: Pursuant to the State of Idaho insurance regulations, a cancellation fee may be charged on all cancelled orders.Unless otherwise advised, orders will be considered cancelled six months after the effective date on the Commitment. The amount of the fee assessed shall be in accordance with our rate filing with the Idaho Department of Insurance. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance EXHIBIT A Lot 1,Block 2,Black Cat Estates No. 2, according to the plat thereof, filed in Book 32 of Plats at page(s) 1945-1946,records of Ada County,Idaho. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance WHAT DOES OLa REPUBLIC TITLE DO WITH YOUR PERSONAL INFORMATION? Financial companies choose how they share your personal information. Federal law gives consumers the right to limit some but not all sharing. Federal law also requires us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand what we do. The types of personal information we collect and share depend on the product or service you have with us.This information can include: • Social Security number and employment information • Mortgage rates and payments and account balances • Checking account information and wire transfer instructions When you are no longer our customer, we continue to share your information as described in this notice. All financial companies need to share customers' personal information to run their everyday business. In the section below, we list the reasons financial companies can share their customers' personal information; the reasons Old Republic Title chooses to share; and whether you can limit this sharing. Does Old Republic Can you limit Reasons we can share your personal information Title share? this sharing? For our everyday business purposes — such as to process your transactions, maintain your account(s), or respond to court orders and Yes No legal investigations,or report to credit bureaus For our marketing purposes— to offer our products and services to you No We don't share For joint marketing with other financial companies No We don't share For our affiliates'everyday business purposes— information about your transactions and experiences Yes No For our affiliates'everyday business purposes— No We don't share information about your creditworthiness For our affiliates to market to you No We don't share For non-affiliates to market to you No We don't share * Ga to www.oldrepublictitle.com(Contact us) Page 2 7 7Whois providing this notice? Companies with an Old Republic Title name and other affiliates. Please see below for a list of affiliates. What we . . How does Old Republic Title To protect your personal information from unauthorized access and use, we use protect my personal security measures that comply with federal law. These measures include computer information? safeguards and secured files and buildings. For more information, visit http://www.OldRepublicTitle.com/newnational/Contact/privacy. How does Old Republic Title We collect your personal information,for example,when you: collect my personal information? . Give us your contact information or show your driver's license • Show your government-issued ID or provide your mortgage information • Make a wire transfer We also collect your personal information from others, such as credit bureaus, affiliates,or other companies. Why can't I limit all sharing? Federal law gives you the right to limit only: • Sharing for affiliates'everyday business purposes-information about your creditworthiness • Affiliates from using your information to market to you • Sharing for non-affiliates to market to you State laws and individual companies may give you additional rights to limit sharing. See the"Other important information"section below for your rights under state law. Definitions Affiliates Companies related by common ownership or control.They can be financial and nonfinancial companies. • Our affiliates include companies with an Old Republic Title name,and financial companies such as Attorneys'Title Fund Services, LLC,Lex Terrae National Title Services,Inc.,Mississippi Valley Title Services Company,and The Title Company of North Carolina. Non-affiliates Companies not related by common ownership or control. They can be financial and non-financial companies. • Old Republic Title does not share with non-affiliates so they can market to you Joint marketing Aformal agreement between non-affiliated financial companies that together market financial products or services to you. • Old Republic Title doesn't jointly market. Page 3 Other Important Information Oregon residents only: We are providing you this notice under state law.We may share your personal information (described on page one)obtained from you or others with non-affiliate service providers with whom we contract, such as notaries and delivery services,in order to process your transactions.You may see what personal information we have collected about you in connection with your transaction(other than personal information related to a claim or legal proceeding). To see your information,please click on"Contact Us" at www.oldrepublictitle.com and submit your written request to the Legal Department.You may see and copy the information at our office or ask us to mail you a copy for a reasonable fee.If you think any information is wrong,you may submit a written request online to correct or delete it.We will let you know what actions we take. If you do not agree with our actions,you may send us a statement. American First Abstract,LLC American First Title&Trust American Guaranty Title Attorneys'Title Fund Compass Abstract,Inc. Company Insurance Company Services,LLC eRecording Partners Genesis Abstract,LLC Kansas City Management L.T.Service Corp. Lenders Inspection Network,LLC Group,LLC Company Lex Terrae National Title Lex Terrae,Ltd. Mara Escrow Company Mississippi Valley Title National Title Agent's Services,Inc. Services Company Services Company Old Republic Branch Old Republic Diversified Old Republic Exchange Old Republic National Old Republic Title and Information Services,Inc. Services,Inc. Company Title Insurance Company Escrow of Hawaii,Ltd. Old Republic Title Co. Old Republic Title Company Old Republic Title Company Old Republic Title Old Republic Title of Conroe of Indiana Company of Nevada Company of Oklahoma Old Republic Title Company Old Republic Title Company Old Republic Title Company Old Republic Title Old Republic Title of Oregon of St.Louis of Tennessee Information Concepts Insurance Agency,Inc. Old Republic Title,Ltd. Republic Abstract& Sentry Abstract Company The Title Company of Title Services,LLC Settlement,LLC North Carolina Trident Land Transfer Company,LLC �} D c Ic c e .- e c s I c e I--.e — 0 X �. Eile SelH ELIt ',Ymaav T-L Help ael�clal�lololl�l PAH CELIN FORMATION Yem Pa¢elp Ropeay type sat" ^Exem^ption % Coae r Wban Renewal 2019 H0982010000 Heal In.a J F... J I F r OwnersM1ip CM1ange 4 Sub Pmpnly Tap. C.O.A... Apia ai....affiads Dap r HOE C it ` D 242 D,i JOi Oelailx r Bankupt.y key m Cancel Help OWNER 111131FIMATION Pull LOCATION Name AHENOSE KENNETH A Ropily Add.... <644 W DAPHNE Si AHENOSE JOANIE C 41 Add I lido MERIDIAN ID 836460000 Mailing Add,... Group Type 508 Hai p 098201 4644 W DAPHNE Si D—apt... BIACK CAT ESTATES NO 02 MERIDIAN ID 836 66 5154 T....M1ip/Range/Section Zoning Coae HOT M 1W 2] MLSA.a1030-NW Mattian I Mad All I F— A n P State Valual— C.O. H II t O c Cate m Coae A°°age Axxexxea Value Meth.d Area Total Pai Value. P HOII N O icy 370 0000 172100 CO Si 242 A»e»ea Amt 355.300 NO Val— F { 000 000) c X Taxable Attic 255.300 FFF111 State Pa¢elp �Cancel Ilr Pap.dy 0 ipt...�i 0013]0@0010 �Farm L.l anulacWreL YJW11 LOi 1 2 HICK CAT ESTATES p2 Total Aneage 4420 Aneage Vnidiea Data Oxn f Yex O 'No 00/00/0000 Read PIONEER VO85VTCF—F— � Public P. n �} D c Ic c e ..e c s I c -c — 0 X �. File Select t T-L dnacw Help RI It I C I De10 I B I IY I f I� Sea¢M1 By: J PTOpbFI Public Tax Man S-1-Parcel# g8382810U 1 X Sele1 YeaI ' MaxleI Pi INENBSE KENNETH A Bank Cotle Belailx rP,ePaltl Cily Zip Cotle T^ Slalux Cotle Area 242 J r SubR11I 4644 W BAPHNE ST Valuex 2819 Adire g8982818 gIBIAN 836<68888 11 MERIDIAN ID 836<6519 2819 Aclire gp68688 gIBIAN 836<68888 Oi 2819 Aclire RiMl 38 ISE 83]898888 01 2819 Aclire RiMl 38 ' Inle�exl Bale Iwrcwc Calculate ISE 83]898888 01 2819 Aclire RiMl 38 Panl Total Bue 000 ISE 83]898888 01 2019 Active R0438430 ISE 83]090000 01 2019 Active .0<38<3: yea, Amount Bue Amount Bue Amount0ue Tax/Cnt Late ChaIge Fe ex Inte�.It Tax/Cnt Late ISE 83]090000 01 FUII Yem 1x1 H.11 21 Halt FUII Yem FUII Yem FUII Yem FUII Yem 1xt Halt 1 2019 Aclire g0<38<30 ISE 83]090000 01 2019 Aclire R0438430 201] 000 000 000 000 000 000 000 000 000 ISE 83]090000 01 2019 Aclire R0438430 2016 000 000 000 000 000 000 000 000 000 ISE 83]090000 01 2019 Aclire R0438430 2015 000 000 000 000 000 000 000 000 000 ISE 83]090000 01 zma o00 000 000 000 000 000 000 000 000 2019 Aclire g0<38<30 2013 000 000 000 000 000 000 000 000 000 ISE 83]090000 01 2019 Aclire g0<38<30 2012 000 000 000 000 000 000 000 000 000 ISE 83]090000 01 2019 Aclire g5]931]0 2011 000 000 000 000 000 000 000 000 000 AN 836690000 0[ . Aclire q]686190 2010 000 000 000 000 000 000 000 000 000 AN 836690000 BE . Aclire g5]931]0 AN 836690000 01 . Aclire g5]931]0 AN 836690000 01 2019 Aclire R5793170 AN 836690000 01 2019 Aclire g5]931]0 ^ AN 836690000 01 TaxS...S.. ... PieAaitl 2019 Acire g5]931]0 piai e5ummai AN 836690000 01 2019 Aclire g5]931]0 AN 836690000 01 Yea' Axxexxmenl Oale Oue iolal ax iax iax Ce�l Ce�l Ce�l La 2019 Aclire g5]931]0 poll Pay...D CM1mge Paym 1 Aduxlmenl CM1mge Payment Aduxlmenl C AN 836690000 01 2019 Aclire g5]931]0 AN 836690000 01 201] Pm eit It 12/20/20 71t7 1R54 21R9 000 000 000 000 0. 2019 Aclire g5]931]0 2016 Pao eel qD 12/20/2➢ 02086 2@086 000 000 000 000 0. AB 836690000 O1 2019 Aclire q]6861]0 2015 Pao eel q� 12/22/20 90]<2 190]<2 000 000 000 000 0. pq 836690000 Oi Pao eel q� 12/20/20 160920 160920 000 000 000 0000Aclire q]6861]0 Pm eIt qt 12/20/20 1<Bl« 1<Bl« 000 000 000 000 1< AN 836690000 0i . Aclire q]6861]0 2012 Pm eIt qt 12/20/20 1<0932 1<0932 000 000 000 000 0. Aq .36690000 0i Pao eel q� 12/20/20 12]l« 12]l« 000 000 000 0000.2019 Aclire q]6861]0 Pm eIt qt 12/20/20 13]2]6 13]2]6 000 000 Aq 836690000 Oi 2019 Aclire q]6861]0 2009 Pao 'ItED12/ A165008 165008 000 000 000 000 0. AN 836690000 Oi 2019 Aclire R7686170 2008 Pmpnly qt 12/22/20 193128 193128 193128 000 000 000 000 0. pq .36690000 02• Ready PIONEER YBervrc F—F-- ... Public F... J[PTapbF... n �} D c Ic c e ..e c s I c -c — 0 X �J File Select C-L —1— Help S each By: �., Sea¢b X Saleet Maxlel Eftmatetl T...bl Eotle Area l PT5,F] X Yeas ' Slalux Pa¢el Zip Cattle i a . Adire g0982010 Pai g0982010000 Axxexxetl Value 355.300 Taxable Value 255.300 FO Atltl 836<6 0000 11 . Aclire gp68600 � � 836<60000 02� HOE 100.000 Adexlmenl 0 . Aclire g0<38<30 Yea, L.... �I �G el Valuex taxable Value 255.300 Aduxletl Value 255.300 "o Subbad 83]09 0000 01 01 . Aclire g0<38<30 J 83]09 0000 01 2019 Aclire g0<38<30 83]09 0000 ql 2019 Aclire R0438430 Cod e Dat,t Lery Amoonl De-apLon Pbone Exlimaletl Cotle Alea 13]09 0000 01 Area Nombe, Ta" 83]09 0000 01 2019 Aclire g0<38<30 2<2 . Aclire g0<38<30 �� ' �� Call 83]09 0000 01 2019 Aclire g0<38<30 2<2 2 000125286 PEST EXTEB MINATION [208[5]]<6<6 31 99 83]09 0000 01 2<2 3 000136265 EMERGENCY MEDICAL (208) 2962 3l]9 2019 Aclire R0438430 83]09 0000 01 2<2 6 000861981 AOA COUNTY HIGHWAY OISi [208[38]6123 22006 0 Reb°ab . Aclire g0<38<30 83]09 0000 01 . Aclire g0<38<30 M 8 NCG?cUNTUD2]9 SCHOOL DISTRICT AR NO (208) 5951 93]]9 83]09 0000 01 2019 Aclire g0<38<30 M 12 000<89619 MERIDIAN LIBRARY (208) «51 125 00 83]09 0000 01 2019 Aclire g5]931]0 M 30 0000«]28 MERIDIAN CEMETERY (208) 5]05 11I2 83669 0000 0l 2019 Aclire q]686190 M 30 001]9]01 MERIDIAN FIRE (208[8881246 <298 83669 0000 01 2019 Aclire g5]931]0 M 43 000@6000 WESTERN ABATEMENT (208) 4058 9 54 83669 0000 01 2019 Aclire R5793170 2<2 <6 0000]6526 WESTERN OF STERN TIONIDAH [208[888<058 19 9 83669 0000 01 2019 Aclire g5]931]0 2<2 100 0001<31<] COLLEGE OF WESTERN IOAHO [208[562 3295 36 55 83669 0000 01 . Aclire g5]931]0 ® View 83669 0000 01 . Aclire g5]931]0 83669 0000 01 . Aclire g5]931]0 Taal Lery Amoonl 01008]1]5 Taal Exlimaletl Tax Amo.M 2.575 28I m Pool 83669 0000 01 . Aclire I 83669 0000 01 . Aclire g5]931]0 BASED ON MO Si NRR ENi CEq iI FIEO LEVIES ($1 Val— 83669 0000 01 . Aclire g5]931]0 83669 0000 01 . Aclire 1 2015 1 Pe. et It 112122120 1 1907 42 190]<2 190]42 000 000 000 000 0. AT 83669 0000 0i 2011 ra en R� 12/20/20 160920 160920 160920 000 000 000 000 0. 2019 Aclire q]6861]0 2013 Pao ell It 12/20/20 1<Bl« 1<Bl« 1<Bl« 000 000 000 000 0 AN 83669 0000 02 2019 Aclire q]6861]0 2012 P10 eel R� 12/ID/20 1<09 32 1109 32 1<09 32 000 000 000 000 0. lAT 83669 0000 02 2011 Pao ell It 12/ID/20 12]l« 12]l« 11, 000 1 000 000 0. 2019 Aclire q]6861]0 2010 P10 eel R� 12/20/20 1312]6 1312]6 13]2]6 000 000 000 000 111AR 83669 0000 0i 2019 Aclire 1 2009 Pao e:l R� 12/21/20 165008 165008 165008 000 I 000 000 II AR83669 0000 02 2019 Aclire R7686170 2008 Rope ly R� 12/22/20 1931 28 1931 28 1931 28 000 000 000 000 0. r fAq 83669 0000 021 Nesay .i EEN YGsrvrc F-F-- IC( ... PubF¢P... J[PT40F... n �} D c Ic c e ..e c s I c -c — 0 X �. File Select t T-L dnLc.v Help RI It I C D I e10 I B I IY I f I� Sea,.M1 By: �., Sea¢M1 X Saleet Yea. ' Maxte� Pamel ARENBSE KENNETH A Bank Cotle— Belailx rP1epaitl City Zip Cattle Ta Slalux Cotle Area 242 J r Subgoll <6«W BAPHNE ST Valuex 2819 Ad.— g8982818 EBIBIAN 836<6-8888 11 MERIDIAN ID 836<6519 2819 Aclire gp68688 RID'A 836468888 Oi 2819 Aclire Rnatl 38 8/28/2819 Calculate 115E .3]898888 01 2819 Aclire Rnatl 38 ' Inte�ext Bale ]ISE 83]898888 01 2819 Aclire Rnatl 38 Pnnt Text Bue 000 ]ISE 837090000 01 2019 Aclire R0438430 "I_E 837090000 01 . Acire RCBPARI PT5]nF]Nar Tift,by Vear- Pa¢e1 R03820IDUJ,2018 X E 83]090000 01 2019 Aclire R04384 E 837090000 01 2019 Aclire R0438 E 83]090000 01 2019 Aclire g0<38 Axx°xxI Tax Lanxadion Tax Date Amo Taxi Cattle Collection Oexniplion E 837090000 01 poll Hall i Cale o Slalux Area Slalux 2019 Aclire 10<38 E 83]090000 01 2019 Aclire .0<38 Pmpety Be CM1mge Tax 11/08/2018 382]0' Cunant 'Blank E 837090000 01 2019 Aclire g0<38 P�ope�ty R' 1 Payment 12/20/2018 110000 0ixbibuletl Cunant 'Blank E 837090000 01 2019 Aclire g5]931 P eye�ty qo 2 Payment O6/1</2019 110000 Oixhibuletl Cunenl 'Blank 836690000 0[ 2019 Aclire I BE 2019 Aclire 1 01 2019 Aclire 1 01 2019 Aclire 1 01 2019 Aclire g5]931 TERM 000 01 20I9 Acire R5]931 Ch....5ummai 836690000 01 019 2 Aclire g5]931]0 fAT 836690000 01 Yea, Axxexxmenl Bale Eye Total Tax Tax Tax Tat Tat Tat La 2019 Active R5793170 poll Paymentx Charge Payreent Aduxtment Charge Payment Aduxtment C AT 836690000 01 2019 Active g5]931]0 tAT 836690000 01 201] Pm et R, 12/20/20 21R9 217754 217754 000 000 000 000 0. 2019 Active g5]931]0 2016 Pm et R, 12/20/2➢ 2@086 2➢2086 2@086 000 000 000 000 0. AR 836690000 01 2019 Active q]6861]0 2015 Pm et R, 12/22/20 190]<2 190]<2 190]<2 000 000 000 000 0. AT 836690000 02 201< Pm et R, 12/20/20 160920 160920 160920 000 000 000 000 0. 2019 Active q]6861]0 2013 Pm et R, 12/20/20 1<Bl« 1<Bl« 1<Bl« 000 000 000 000 L AR 836690000 02 2019 Active q]6861]0 2012 Pm et R, 12/20/20 1<0932 1<0932 1<0932 000 000 000 000 0. AN .36690000 02 2011 Pm et R, 12/20/20 12]l« 12]l« 12]l« 000 000 000 000 0. 2019 Active q]6861]0 2010 Pm et R, 12/20/20 13]2]6 13]2]6 13]2]6 000 000 000 000 0. AR836690000 Oi 2019 Active q]6861]0 2009 Pm et R, 12/21/20 165008 165008 165008 000 000 000 000 0. AN 836690000 02 2019 Active R7686170 2008 Pmpe,ty R, 12/22/20 193128 193128 193128 000 000 000 000 0. r AT 836690000 021 Relay PioNEER YBervrc F—F-- ... PubL¢P... J[PT401F.. n m�- J ✓� 1F 55 Cla i— .-_ 7 .milLij . ...-. F u — — 03 11 V1d N n C7' Sow i Lu i Ld ,ern o _ - a.S L, ` II 7 L' Ltj 3„0091c08 a.ogol,oG a Ill r--- Qbb99 I -• L 1 10 anti . 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''= 111111 � 51 V � o :tea a CC t° o� i'�t Ca eC 6 � � hCtta��., � a Q cr, i �� l \yyy 0 G 7n7� \ V CIper � ` tiG � C �•� mc� .Z: t � co� Q W h. 4 Q u C� � t, 1, b4 � v za � Un q0 W if Er-� ve qpv OCC a� W.�4 �:C4Cz b a W �p� � v� W WL�.0 ° "4fi Lv nl U � hp jam �Q�.o amen t cn�`� w�� a �a 0� � U7 ��tic � ° O-"c.C\ cl we� � h ' op o� Z Q� <` El) LLJ QC wa ZQ O� pq �LLI HNZ:a W�q 'b Cb°q,} o .o W Q �� L JQ� ph `hj h � � C +sIt (�RO.aa,e,ny h - q L � Uy, v � a % z .h � atQ < <� 4 )o h � �3ao Wha ` UQoc �� U n• Qh� aZa U L _ U n v b a v� Cp � gvv v .0 o o a,7 o y a ` .` L n `�R a ,pv� � •a � a� � Qa.� e5 a � � � �� vati � ° �� p •a CQ �' i 4'' rh, a d hb o C ..� � q L �� °��z o � :'� v v v tio� ev p v har+ � � q� L� a o 2E` �h �C�S� 11 1 TZ 3 tioc� p� o f u ti G e c of � l CvaO� r a ho >oo v 4�� a'r1 � a � �� ,�� a h �•C Q e� C\v p a �� t v W pQ•:'� v� v w ' �.c;, m�,ti a ��. eon � a�QubM'�� p � � ` U W �44t" o � �Vi,a �� e J n� mkaa o hlL�'h n a 4L � n � LOa o- �� Cv� � m � � pvuv L a a n� 0 ��•R � 11, �y ld1p0 � OVoO� r�l� �' L En Wa * o� .c.h � a'\ � vo'.loh y b .a •C� O�tias, � ao. , � e 4h p wo� OEuao o .,�+ ° w� 3hoo� �3� a o �� eat� �eh h tC � � VL o t�� 3��.� 033� � ek � v O � a � v c h w� � etiU Cv�U d W 0 [j h�� h t pOl4� �y L p�o 3� eo � .� p ,.a�m �A �`o va '� %� H � va Cv�ryhhoob�fA bo cam ° � o- �flCaO �b� , 1) O ea� o q0 of Cv$ tia � n n \ lad _ �� L`�� "� �� hflvay�'.�h�°,°ih� d.a� ;ta� ��` v .; v tio� o „�� F �_•_L� a aC ti 0C�� aCt4t ` ue C � vC`v aC sC ay 0.0 vC�C vC aC4Cb�C� -CV l� ryuC W� % osa ' �� v�rrv� � nv � ALTA Commitment(6/17/06) Revised 8/01/16 ALTA Commitment Form COMMITMENT FOR TITLE INSURANCE Issued By steDwart., title guaranty company Commitment No. 19351128 NOTICE IMPORTANT-- READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION,ARE PROPRIETARY TO THE COMPANY,WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY,AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I""Requirements; Schedule B, Part II""Exceptions; and the Commitment Conditions, STEWART TITLE GUARANTY COMPANY, a Texas corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I""Requirements have not been met within 180 days after the Commitment Date,this Commitment terminates and the Company's liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge" or"Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right,title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. ALTA Commitment(6/17/06) Revised 8/01/16 ALTA Commitment(6/17/06) Revised 8/01/16 (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I""Requirements have not been met within the time period specified in the Commitment to Issue Policy,this Commitment terminates and the Company's liability and obligation end. 3.The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I""Requirements; [and] (f) Schedule B, Part II""Exceptions[; and (g) a counter-signature by the Company or its issuing agent that may be in electronic form] 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. S. LIMITATIONS OF LIABILITY (a)The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I""Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II""Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b)The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c)The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d)The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i)through 5(a)(iii) or the Proposed Policy Amount. (e)The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I""Requirements have been met to the satisfaction of the Company. (g) In any event,the Company's liability is limited by the terms and provisions of the Policy. ALTA Commitment(6/17/06) Revised 8/01/16 ALTA Commitment(6/17/06) Revised 8/01/16 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II""Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing [and authenticated by a person authorized by the Company]. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. S. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9.ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is$2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at <http://www.alta.org/arbitration>. Transaction Identification Data for reference only: Issuing Agent: Andrew Ford Issuing Office: TitleOne ALTA"' Universal ID: 1065022 Commitment Number: 19351128 Property Address: 5120 N Black Cat Road, Meridian, ID 83646 [Revision Number:] siq rt. title guaranty company All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at: P.O. Box 2029 Houston, Texas 77252 ALTA Commitment(6/17/06) Revised 8/01/16 STG Privacy Notice Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of the Stewart Title Guaranty Company and its title affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm-Leach-Bliley Act(GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, need to share customers' personal information to run their everyday business—to process transactions and maintain customer accounts. In the section below,we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal Do we share Can you limit this sharing? information. For our everyday business purposes to process your transactions and maintain your account.This may include running the business and managing customer accounts, such as processing transactions, mailing, Yes No and auditing services, and responding to court orders and legal investigations. For our marketing purposes—to offer our products and services Yes No to you. For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes—information about your transactions and experiences. Affiliates are companies related by common ownership or control. They can be financial and non-financial Yes No companies. Our affiliates may include companies with a Stewart name; financial companies,such as Stewart Title Company For our affiliates' everyday business purposes—information about No We don't share our creditworthiness. For our affiliates to market to you—For your convenience,Stewart has Yes, send your first and last name, developed a means for you to opt out from its affiliates marketing even the email address used in your though such mechanism is not legally required. transaction, your Stewart file Yes number and the Stewart office location that is handling your transaction by email to optoutC&stewart.com or fax to 1-800-335-9591. For non-affiliates to market to you.Non-affiliates are companies not related by common ownership or control.They can be financial and non- No We don't share financial companies. We may disclose your personal information to our affiliates or to non-affiliates as permitted by law. If you request a transaction with a non-affiliate, such as a third party insurance company,we will disclose your personal information to that non-affiliate. [We do not control their subsequent use of information, and suggest you refer to their privacy notices.] SHARING PRACTICES How often do the Stewart Title companies notify me We must notify you about our sharing practices when you request a transaction. about their practices? How do the Stewart Title Companies protect my To protect your personal information from unauthorized access and use,we use personal information? security measures that comply with federal law.These measures include computer, file,and building safeguards. How do the Stewart Title Companies collect my We collect your personal information,for example,when you personal information? ■ request insurance-related services ■ provide such information to us We also collect your personal information from others,such as the real estate agent or lender involved in your transaction,credit reporting agencies,affiliates or other companies. What sharing can I limit? Although federal and state law give you the right to limit sharing(e.g.,opt out)in certain instances,we do not share your personal information in those instances. Contact us: If you have any questions about this privacy notice,please contact us at: Stewart Title Guaranty Company, 1980 Post Oak Blvd.,Privacy Officer,Houston,Texas 77056 STG Privacy Notice 2(Rev 01/26/09)Independent Agencies and Unaffiliated Escrow Agents WHAT DO/DOES TITLEONE DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect,share,and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of TitleOne and its affiliates("TitleOne"),pursuant to Title V of the Gramm-Leach-Bliley Act(GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us.This information can include social security numbers and driver's license number. All financial companies, such as TitleOne, need to share customers' personal information to run their everyday business—to process transactions and maintain customer accounts.In the section below,we list the reasons that we can share customers'personal information;the reasons that we choose to share;and whether you can limit this sharing. e shajjjM For our everyday business purposes—to process your transactions and maintain your account.This may include running the business and managing customer Yes No accounts,such as processing transactions,mailing,and auditing services,and responding to court orders and legal investigations. For our marketing purposes—to offer our products and services to you. Yes No For joint marketing with other financial companies No We don't share For our affiliates'everyday business purposes—information about your transactions and experiences.Affiliates are companies related by common Yes No ownership or control.They can be financial and nonfinancial companies. For our affiliates'everyday business purposes—information about your No We don't share creditworthiness. For our affiliates to market to you Yes No For nonaffiliates to market to you.Nonaffiliates arc companies not related by No We don't share common ownership or control.They can be financial and nonfinancial companies. We may disclose your personal information to our affiliates or to nonaffiliates as permitted by law.If you request a transaction with a nonaffiliate,such as a third party insurance company,we will disclose your personal information to that nonaffiliate. [We do not control their subsequent use of information,and suggest you refer to their privacy notices.] Sharing practice How often do/does TitleOne notify me We must notify you about our sharing practices when you request a transaction. about their practices? How do/does TitleOne protect my personal To protect your personal information from unauthorized access and use, we use information? security measures that comply with federal and state law. These measures include computer,file,and building safeguards. How do/does TitleOne collect my personal We collect your personal information,for example,when you information? . request insurance-related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction,credit reporting agencies,affiliates or other companies. What sharing can I limit? Although federal and state law give you the right to limit sharing(e.g.,opt out)in certain instances,we do not share your personal information in those instances. Contact Us If you have any questions about this privacy notice,please contact us at:TitleOne, 1101 W River Street, Suite 201,Boise,Idaho 83702. File Number: 19351128 ALTA Commitment(6/17/06)-Revised 811116 TitleOne Authorized Agent for: Stewart Title Guaranty Company TitleOne a HOC & escrow Co- SCHEDULE A 1. Commitment Date: November 27,2019 at 07:30 AM 2. Policy or Policies to be issued: X ALTA Owners Policy(6/17/06) Standard Coverage Policy Amount: $600,000.00 Proposed Insured: Premium: $1,880.00 Pinnacle Land Development LLC,an Arizona limited liability company Endorsements: None Requested Charge: $0.00 3. The estate or interest in the land described or referred to in this Commitment is: Fee Simple 4. Title to the estate or interest in said land is at the effective date hereof vested in: Patrick J. Hurley and Margaret Ann Hurley as Trustees of the Hurley Family Trust dated May 20,2008 5. The land referred to in this Commitment is described as follows: See Attached Schedule C Stewart Title Guaranty Company TitleOne By: Andrew Ford,Authorized Signatory 1 File Number: 19351128 ALTA Commitment(6/17/06)-Revised 811116 SCHEDULE B, PART I Requirements All of the following Requirements must be met: 1.The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land.The Company may then make additional Requirements or Exceptions. 2.Pay the agreed amount for the estate or interest to be insured. 3.Pay the premiums,fees,and charges for the Policy to the Company. 4.Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured,or both,must be properly authorized,executed,delivered,and recorded in the Public Records. 5.The Company will require delivery of and approval by the Company of an Indemnity and Affidavit as to Debts, Liens and Possession, prior to the issuance of the policy. 6.The Company requires a copy of the Trust Agreement or any instrument creating the Hurley Family Trust dated May 20,2008 and any amendments or revisions thereto. 7.The Company will require a copy of the Operating Agreement,with all amendments and assignments,and a resolution from the members of Pinnacle Land Development LLC,an Arizona limited liability company showing the power and authority of the party or parties who plan to execute the forthcoming conveyance or mortgage on behalf of said limited liability company. 8.A Warranty Deed from Patrick J. Hurley and Margaret Ann Hurley as Trustees of the Hurley Family Trust dated May 20,2008 to Pinnacle Land Development LLC,an Arizona limited liability company. 9.NOTE:According to the available records,the purported address of said land is: 5120 N Black Cat Road Meridian,Idaho 83646 10.NOTE: IF the Company is requested to issue an Extended Coverage ALTA Owner's Policy for this transaction,the following additional requirements will apply: a.) Parties in possession exception of this commitment may be deleted upon receipt of an owner's affidavit executed by the owner of the subject property, identifying the subject property and stating that no one is in possession of the land other than the owner and the tenants of the owner.Any tenancy is to be specifically excepted in the policy. b.)The Easement and survey exceptions of this commitment may be deleted upon the review and examination by this Company, prior to closing,of a current survey of the land acceptable to the Company,duly certified by a registered land surveyor.The certificate of survey must show,among other things,the exact location of all the improvements located on the land,the situation,width,and length of all the recorded or unrecorded easements,the existence of fences,signs,and building setback areas,and finally,any dimension discrepancy, gap,overlap,or boundary line problem that may affect the property.Any specific item, shown by this review and examination is to be specifically excepted in the policy.The survey should certify TitleOne and the designated underwriter stated herein(the Company). c.)The Mechanic's lien exception may be deleted upon the review and examination of satisfactory evidence that no labor or materials have been furnished to the Property for improvements authorized or contracted for by or on behalf of Owner within the last 120 days, nor have any contracts been entered into for such improvements and there are no unpaid bills for labor and materials for improvements made upon said land for which a claim of lien may be filed. If labor or materials have been furnished or work has been contracted,the Company 2 File Number: 19351128 ALTA Commitment(6/17/06)—Revised 8/1/16 requires a complete list of all sub-contractors and suppliers who have furnished or will furnish labor and/or material to the subject property. Each sub-contractor and supplier is required to execute an acknowledgment of final payment and unconditional waiver of lien. 11.NOTE:Additional Underlying Documents. To view the MAP(s)click here. To view the VESTING DEED(s)click here. 3 File Number: 19351128 ALTA Commitment(6/17/06)-Revised 811116 SCHEDULE B, PART II Exceptions from Coverage THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT,CONDITION, RESTRICTION,OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION,OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE,COLOR, RELIGION,SEX,SEXUAL ORIENTATION,GENDER IDENTITY, HANDICAP, FAMILIAL STATUS,OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A,and will include the following Exceptions unless cleared to the satisfaction of the Company. If the Company's requirements are satisfied, Exceptions 1 through 7 will be removed on Enhanced/Extended coverage policies. Exceptions: 1.Any defect, lien,encumbrance,adverse claim,or other matter that appears for the first time in the Public Records or is created, attaches,or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I—Requirements are met. 2.Rights or claims of parties in possession not shown by the public records. 3.Any encroachment,encumbrance,violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land,and that is not shown by the Public Records. 4.Easements,or claims of easements,not shown by the public records. 5.Any lien,or right to a lien,for services, labor,or materials heretofore or hereafter furnished, imposed by law and not shown by the public records. 6.(a)Unpatented mining claims; (b)reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c)water rights, claims to title to water,whether or not the matters excepted under(a), (b),or(c)are shown by the public records. 7.Taxes or special assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments,or notices to such proceedings whether or not shown by the records of such agency,or by the public records. 8.Taxes, including any assessments collected therewith,for the year 2020 which are a lien not yet due and payable. Taxes for the year 2019 are paid in full. Parcel Number: S0427332250 Original Amount: $2,664.34 NOTE:To view the taxes,click here. 9.The land described herein is located within the boundaries of Ada County(208-287-6800)and is subject to any assessments levied thereby. 10.The land described herein is located within the boundaries of Settlers Irrigation District(208-344-2471)and is subject to any assessments levied thereby. 11.The land described herein is located within the boundaries of Beach Lateral Water Users Association and is subject to any assessments levied thereby. 12.Reservations and exceptions in a United States Patent,and in the act authorizing the issuance thereof, recorded April 25, 1903 in Book 3 of Patents,at Page 483, records of Ada County, Idaho. NOTE:To view the document,click here. 4 File Number: 19351128 ALTA Commitment(6/17/06)—Revised 811116 13.Terms and provisions contained in a Beach Lateral Water Users Association Agreement. Recorded:June 25,2008 Instrument No.: 108073846, records of Ada County, Idaho. NOTE:To view the document,click here. 14.Right-of-way for N. Black Cat Road. 15.Right-of-way for ditches located along and parallel to the Westerly boundary and Southerly boundary of the Land and the rights of access thereto for maintenance of said ditches. 16.Easement for overhead power lines along the Westerly boundary as disclosed by an inspection of the land. 17.Rights of tenants in possession,as tenants only, under prior unrecorded leases. (End of Exceptions) 5 File Number: 19351128 ALTA Commitment(6/17/06)-Revised 811116 SCHEDULE C Legal Description: That portion of the South half of the Southwest quarter of Section 27,Township 4 North, Range 1 West, Boise Meridian,Ada County, Idaho,described as follows: Commencing at the Southwest corner of Section 27,Township 4 North, Range 1 West, Boise Meridian,and running thence North 0°16'30"West 988.84 feet along the West line of said Section 27 to the Real Point of Beginning;thence North 89058'30"East 660.80 feet;thence North 0012'30"West 329.71 feet;thence South 89°58'00"West 660.80 feet to the West section line of said Section 27;thence South 0012'30"East 329.16 feet to the Real Point of Beginning. 6 TitleOne Authorized Agent for: Tit 1 e O n e Stewart Title Guaranty Company a titic &cscrow co. File Number: 19351128 Contact Information We would like to thank you for your business and we appreciate the opportunity to serve you. The title commitment has been sent to the parties listed below. If you have any closing questions,please contact your Escrow team: Scott Darling Carly Reyes Jill Zimmerman Vicky Hill sdarling@titleonecorp.com creyes@titleonecorp.com jzimmerman@titleonecorp.com vhill@titleonecorp.com (208)287-5300 (208)287-0945 (208)489-7272 (208)489-7260 TitleOne State License:712441 If you have any title questions, please contact your Title Officer: Andrew Ford TitleOne Address: aford@titleonecorp.com 1101 W. River Street,Suite 201 (208)947-1542 Boise, ID 83702 Agents I Brokers and Transaction Coordinators Lenny Nelson Thornton Oliver Keller Commercial Real Estate lenny@tokcommercial.com (208)947-0806 PioneerfitleCo. 601N6 BEYOND September 12, 2019 Order No.: 695867 RE: 4924 North Black Cat Road, Meridian, ID 83646 Dear Valued Customer, Thank you for giving Pioneer Title Company the opportunity to serve you. We appreciate your business and will strive to merit the confidence you have shown in us. Please find attached your title commitment. In it, you'll find your preliminary title report with supporting documentation related to the property at 4924 North Black Cat Road. Should you have any questions regarding the documents contained herein including concerns related to exceptions, legal descriptions, or vesting, please contact any one of your Pioneer Title Company team members: Escrow Officer Title Officer Mark Johnston Paula Paulson Ph: (208) 442-6110 Ph: (208)373-3676 Email: mjohnston@pioneertitleco.com Email:ppaulson@pioneertitleco.com Best Regards, Your Pioneer Title Co. Team pioneertitleco.com PioneerTitleCo. GOING BEYOND File No. 695867 Please review the following questions and contact your Escrow Officer or Title Officer if the answer to any is "Yes." Are any principals using a Power of Attorney? Are any of the parties in title incapacitated or deceased? Has a change in marital status occurred for any of the principals? Is the property now vested, or will the property be transferred,to a new trust,partnership, or corporation? Has any construction or remodeling been done to the property in the last 90 days? Escrow Officer Title Officer Mark Johnston Paula Paulson Ph: (208)442-6110 Ph: (208)373-3676 Email: mjohnston@pioneertitleco.com Email:ppaulson@pioneertitleco.com Property Address: 4924 North Black Cat Road,Meridian,ID 83646 Buyer/Borrower: Pinnacle Land Development,LLC Seller: Max Steinbach and Mary Steinbach PioneerTitleCo. Title Fees & Breakdown GOING BEYOND Policy Issuing Agent For: Old Republic National Title Insurance Company File No.: 695867 COVERAGE Sales Price $670,000.00 Owner's Coverage Standard Loan Amount Lender's Coverage TITLE POLICY CALCULATIONS FOR DISCLOSURE Product CD Disclosed Premiums Actual Premiums Premium Adjustments Loan $0.00 (Title Premium Adjustment) $0.00 Owners $2,235.00 $2,235.00 (Short Term Discount—If Any) $0.00 OTHER FEES Owners Endorsements: Lenders Endorsements: Owners Inspection N/A Owners Additional Chain N/A Lenders Inspection: N/A Lenders Additional Chain: N/A Recording Fees: Effective July 1,2017 Recording Fees will be: Deeds$15.00 (up to 30 pages) Deed of Trusts $45.00(up to 30 pages) For all other documents the rate shall be: $10 for the first page/$3 each additional page E-file Fee: An additional$4.50 per document CPL Fee: $25.00 Please contact Paula Paulson at ppaulson@pioneertitleco.com or(208)373-3676 with any questions. ALTA Commitment for Title Insurance * * Issued By Old Republic National Title Insurance Company * fi V * ** ** NOTICE IMPORTANT—READ CAREFULLY:THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE,REPORT OF THE CONDITION OF TITLE,LEGAL OPINION,OPINION OF TITLE,OR OTHER REPRESENTATION OF THE STATUS OF TITLE.THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE,INCLUDING ANY SEARCH AND EXAMINATION,ARE PROPRIETARY TO THE COMPANY,WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY,AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON,INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT.THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice;Schedule B,Part I—Requirements;Schedule B,Part II—Exceptions;and the Commitment Conditions,Old Republic National Title Insurance Company,a Florida Corporation(the"Company'),commits to issue the Policy according to the terms and provisions of this Commitment.This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A,only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B,Part I—Requirements have not been met within 6 months after the Commitment Date,this Commitment terminates and the Company's liability and obligation end. Issued By: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Pioneer Title Company of Ada County A Stock Company 8151 W. Rifleman Street 400 Second Avenue South, Minneapolis, Minnesota 55401 Boise,ID 83704 (612)371-1111 Authorized Agent for Old Republic National By rresrdenr Title Insurance Company Aues[ ��_ "f Secretary Authorized Signatory This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge"or"Known":Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land":The land described in Schedule A and affixed improvements that by law constitute real property.The term"Land"does not include any property beyond the lines of the area described in Schedule A,nor any right,title,interest,estate,or easement in abutting streets,roads,avenues,alleys,lanes,ways,or waterways,but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage":A mortgage,deed of trust,or other security instrument, including one evidenced by electronic means authorized by I aw. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured":Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount":Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records":Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title":The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I—Requirements; (f) Schedule B, Part II—Exceptions;and (g) a counter-signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect,lien,encumbrance, adverse claim,or other matter recorded in the Public Records prior to the Commitment Date,any liability of the Company is limited by Commitment Condition 5.The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment,resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I—Requirements; (ii) eliminate,with the Company's written consent, any Schedule B, Part II—Exceptions;or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i)through 5(a)(iii)or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (g) In any event,the Company's liability is limited by the terms and provisions of the Policy. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule 8,Part 1—Requirements;and Schedule a,Part II—Exceptions. ALTA Commitment for Title Insurance 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A,and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c) Until the Policy is issued,this Commitment,as last revised,is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations,representations,and proposals of any kind, whether written or oral,express or implied,relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B,Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued,all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies.The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide,at the request of a Proposed Insured,a pro-forma policy illustrating the coverage that the Company may provide.A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause.All arbitrable matters when the Proposed Policy Amount is$2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties.A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule 8,Part 1—Requirements;and Schedule 8,Part II—Exceptions. ALTA Commitment for Title Insurance P i o n e e rT i t I e C o. Title Insurance Commitment GOING BEYOND Policy Issuing Agent For: File No.: 695867 Old Republic National Title Insurance Company Reference No.: Issuing Agent:Pioneer Title Company of Ada County Issuing Office: 8151 W.Rifleman Street Schedule A 1. Commitment Date: August 27,2019 7:OOAM 2. Policy or Policies to be issued: (a) 2006 ALTA Owner's Policy-Standard $670,000.00 $2,235.00 Proposed Insured:Pinnacle Land Development,LLC Endorsements: $0.00 Inspection Fee:N/A (b) 2006 ALTA Lender's Policy- Proposed Insured: $0.00 Endorsements: $0.00 Inspection Fee:N/A 3. The estate or interest in the land described or referred to in this Commitment is: FEE SIMPLE 4. Title to the estate or interest in the land is at the Effective Date vested in: Max H. Steinbach and Mary Steinbach,husband and wife as community property with rights of survivorship 5. The land referred to in this Commitment is described as follows: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF. Old Republic National Title Insurance Company Authorized Signatory This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance File No.: 695867 Reference No.: Schedule B-I ALTA COMMITMENT Requirements All of the following Requirements must be met: 1. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2. Pay the agreed amount for the estate or interest to be insured. 3. Pay the premiums, fees, and charges for the Policy to the Company. 4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 5. This Company will require the enclosed Seller or Borrower Affidavit(regarding State Liens and Indigent Care Services)be signed and returned in order to issue the policy herein. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance File No.: 695867 Reference No.: Schedule B-II ALTA COMMITMENT Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION,RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION,RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE,COLOR,RELIGION, SEX, SEXUAL ORIENTATION,GENDER IDENTITY,HANDICAP,FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: General Exceptions: 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches,or is disclosed between the Commitment Date and the date on which all of the Schedule B,Part IRequirements are met. 2. Rights or claims of parties in possession not shown by the public records. 3. Encroachments,overlaps,boundary line disputes, and any other matters which would be disclosed by an accurate survey or inspection of the premises including,but not limited to,insufficient or impaired access or matters contradictory to any survey plat shown by the public records. 4. Easements, or claims of easements,not shown by the public records. 5. Any lien, or right to a lien, for services,labor, or material heretofore or hereafter furnished,imposed by law and not shown by the public records. 6. (a)Unpatented mining claims; (b)reservations or exceptions in patents or in Acts authorizing the issuance thereof, (c)water rights,claims or title to water,whether or not the matters excepted under(a), (b)or(c)are shown by the public records. 7. Taxes or special assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices to such proceedings,whether or not shown by the records of such agency or by the public records. (General Exceptions 1 through 7 will not appear as printed Exceptions on Extended Coverage Policies or the ALTA Homeowners Policy) Special Exceptions: This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance 8. General taxes for the year 2018,which were liens, are paid. Parcel No.: 242 R0982000000 Amount: $3,0005.00 NOTE: The above tax parcel reflects a Home Owners Exemption.Any new buyer must re-apply to the Ada County Assessor's office for said exemption. 9. General taxes for the year 2019,which are liens and are not yet due and payable. Parcel No.: 242 R0982000000 10. Liens, fees and charges for trash services as provided by Ada County Ordinance No. 467 amending Title 5, Chapter 2, Section 4, of Ada County Code. Ada County Billing Service Ph: (208)287-6800 11. Levies and assessments of the following district and the rights,powers and easements thereof as provided by law. District: New York Irrigation District Ph: (208) 378-1023 12. Levies and assessments of the following district and the rights,powers and easements thereof as provided by law. District: Beach Lateral Water Users Association 13. Covenants, conditions,restrictions and easements as set forth on the plat. Name of Plat: Black Cat Estates No. 1 Book/Page: 29/1798-1799 14. Covenants, Conditions,Restrictions,Reservations, and Easements Recorded: December 21, 1973 Instrument No.: 870383 Deleting or omitting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color,religion, sex,handicap, familial status,or national origin to the extent such covenants,conditions or restrictions violate 42 USC 3604(c). 15. Overview of Irrigation System By: Brach Lateral Water Users Association Recorded: June 25, 2008 Instrument No.: 108073846 16. A Deed of Trust to secure an indebtedness of$105,000.00,and any other amounts as therein provided, payable under the terms, conditions,provisions and stipulations thereof. Dated: October 8,2003 Grantor: Mary Steinbach and Max H. Steinbach,wife and husband Trustee: Pioneer Title Company of Ada County Beneficiary: Pioneer Federal Credit Union Recorded: October 17,2003 Instrument No.: 103177698 End of Exceptions This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance NOTE: As an accommodation and not part of this Commitment,no liability is assumed by noting the following conveyances describing all or part of the subject property,which have been recorded within the last months: None NOTE: The County Records and/or the City Engineer's Office show the address to be: 4924 North Black Cat Road,Meridian, ID 83646 NOTE: There is no notice of record and therefore no search has been made for any unpaid assessments, charges, or fees for sewer,water, garbage, irrigation, or other possible utility services. NOTE: If the proposed insured under the Policy to issue has any questions concerning the coverage or exclusions from coverage,the Company will be pleased to provide an explanation. NOTE: Pursuant to the State of Idaho insurance regulations, a cancellation fee may be charged on all cancelled orders.Unless otherwise advised, orders will be considered cancelled six months after the effective date on the Commitment. The amount of the fee assessed shall be in accordance with our rate filing with the Idaho Department of Insurance. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance EXHIBIT A Lot 1 in Block I of Black Cat Estates No. 1, according to the plat thereof, filed in Book 29 of Plats at Page(s) 1798-1799,records of Ada County,Idaho. This page is only a part of a 2016 ALTA Commitment for Title Insurance.This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part 1—Requirements;and Schedule B,Part II—Exceptions. ALTA Commitment for Title Insurance WHAT DOES OLa REPUBLIC TITLE DO WITH YOUR PERSONAL INFORMATION? Financial companies choose how they share your personal information. Federal law gives consumers the right to limit some but not all sharing. Federal law also requires us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand what we do. The types of personal information we collect and share depend on the product or service you have with us.This information can include: • Social Security number and employment information • Mortgage rates and payments and account balances • Checking account information and wire transfer instructions When you are no longer our customer, we continue to share your information as described in this notice. All financial companies need to share customers' personal information to run their everyday business. In the section below, we list the reasons financial companies can share their customers' personal information; the reasons Old Republic Title chooses to share; and whether you can limit this sharing. Does Old Republic Can you limit Reasons we can share your personal information Title share? this sharing? For our everyday business purposes — such as to process your transactions, maintain your account(s), or respond to court orders and Yes No legal investigations,or report to credit bureaus For our marketing purposes— to offer our products and services to you No We don't share For joint marketing with other financial companies No We don't share For our affiliates'everyday business purposes— information about your transactions and experiences Yes No For our affiliates'everyday business purposes— No We don't share information about your creditworthiness For our affiliates to market to you No We don't share For non-affiliates to market to you No We don't share * Ga to www.oldrepublictitle.com(Contact us) Page 2 7 7Whois providing this notice? Companies with an Old Republic Title name and other affiliates. Please see below for a list of affiliates. What we . . How does Old Republic Title To protect your personal information from unauthorized access and use, we use protect my personal security measures that comply with federal law. These measures include computer information? safeguards and secured files and buildings. For more information, visit http://www.OldRepublicTitle.com/newnational/Contact/privacy. How does Old Republic Title We collect your personal information,for example,when you: collect my personal information? . Give us your contact information or show your driver's license • Show your government-issued ID or provide your mortgage information • Make a wire transfer We also collect your personal information from others, such as credit bureaus, affiliates,or other companies. Why can't I limit all sharing? Federal law gives you the right to limit only: • Sharing for affiliates'everyday business purposes-information about your creditworthiness • Affiliates from using your information to market to you • Sharing for non-affiliates to market to you State laws and individual companies may give you additional rights to limit sharing. See the"Other important information"section below for your rights under state law. Definitions Affiliates Companies related by common ownership or control.They can be financial and nonfinancial companies. • Our affiliates include companies with an Old Republic Title name,and financial companies such as Attorneys'Title Fund Services, LLC,Lex Terrae National Title Services,Inc.,Mississippi Valley Title Services Company,and The Title Company of North Carolina. Non-affiliates Companies not related by common ownership or control. They can be financial and non-financial companies. • Old Republic Title does not share with non-affiliates so they can market to you Joint marketing Aformal agreement between non-affiliated financial companies that together market financial products or services to you. • Old Republic Title doesn't jointly market. Page 3 Other Important Information Oregon residents only: We are providing you this notice under state law.We may share your personal information (described on page one)obtained from you or others with non-affiliate service providers with whom we contract, such as notaries and delivery services,in order to process your transactions.You may see what personal information we have collected about you in connection with your transaction(other than personal information related to a claim or legal proceeding). To see your information,please click on"Contact Us" at www.oldrepublictitle.com and submit your written request to the Legal Department.You may see and copy the information at our office or ask us to mail you a copy for a reasonable fee.If you think any information is wrong,you may submit a written request online to correct or delete it.We will let you know what actions we take. If you do not agree with our actions,you may send us a statement. American First Abstract,LLC American First Title&Trust American Guaranty Title Attorneys'Title Fund Compass Abstract,Inc. Company Insurance Company Services,LLC eRecording Partners Genesis Abstract,LLC Kansas City Management L.T.Service Corp. Lenders Inspection Network,LLC Group,LLC Company Lex Terrae National Title Lex Terrae,Ltd. Mara Escrow Company Mississippi Valley Title National Title Agent's Services,Inc. Services Company Services Company Old Republic Branch Old Republic Diversified Old Republic Exchange Old Republic National Old Republic Title and Information Services,Inc. Services,Inc. Company Title Insurance Company Escrow of Hawaii,Ltd. Old Republic Title Co. Old Republic Title Company Old Republic Title Company Old Republic Title Old Republic Title of Conroe of Indiana Company of Nevada Company of Oklahoma Old Republic Title Company Old Republic Title Company Old Republic Title Company Old Republic Title Old Republic Title of Oregon of St.Louis of Tennessee Information Concepts Insurance Agency,Inc. Old Republic Title,Ltd. Republic Abstract& Sentry Abstract Company The Title Company of Title Services,LLC Settlement,LLC North Carolina Trident Land Transfer Company,LLC �} D c Ic c e .- e c s I c e I--.e — 0 X �. Eile SelH ELIt 'V,-1— T-L Help ael�clal�lololl�l PAB CELIN FORMATION Yem Pa¢elp ROPI type Slalux^Exem^ption % Cotle r Wban Renewal 2019 R0982000000 peal In.a J F... J I F OwnersM1ip CM1ange 4 Sub Pmpnly Tap. C.O.A... Apia ai....affiads Dap r HOE C it ` D 242 D,i JOi Oelailx r Bankupt.y key m Cancel Help OWNER 111131FIMATION Pull LOCATION Name S i EROACH MAX H Papedy Atltl.exx <924 N BIACK CAT RO Si EINBACH MARY 41 Add I lido MERIDIAN ID 83646 0000 Mailing Add,... Group Type SOB Hai 098200 4924 N HACK CAT RD D—apt... BIACKCAi ESTATES NO 01 MERIDIAN ID 836 66 5010 T....M1ip/Range/Section Zoning Cotle ROT M 1W 2] MLSA.a1030-NW Mattian I Mad All I F— It P 5 Valual— C.O. O C CotleA°°age Axxexxetl Value Meth.d Area Total Pai Value. PN O 370 0000 251,900 CO Si 2<2 A»e»etl Amt <35.100 c = _ x. NO Val— -000 000d Taxable Attic335.100 State Pai# Cancel LemlpOon 001360010010 LOT 1 LOT -a ELK �rz�m r+anulacdmetl J HICK CAT ESTATES pl Total Aneage 4420 Aneage Vnidietl Data U— r Yex O 'No 00/00/0000 Reatly PIONEER VO85VTCF—F— � Public P. n �} D c Ic c e ..e c s I c -c — 0 X �. File SelH T-L v-1— Help RI It I C I De10 I B I IY I f I� Sea¢M1 By: J IPTApbFI PSblie Tax Man S-1-Pmeel#IROPBe000000l X Sele1 YeaI ' MaxteI Pamel STEINBACH MAX H Bank Cotle Oelailx r P�ePaltl City Zip Cotle T^ Slalux ' Cotle Area 242 J r Subgoll <92<N Bluic CAT ED Valuex 2019 Alt,,, g0982000 gI01AN 836<60000 11 MERIDIAN 10 836<6 5010 2019 Aclire g03]1210 gI01AN 836<20000 5i 2019 Aclire g03]1210 RI01AN 836420000 1[ 2019 Aclire g03]1210 Inte�ext Date Ivmvcwc Calculate gI01AN 836<20000 3f 2019 Aclire 1111.11, Pant Total Oue 000 gI01AN 836<20000 9. 2019 Active S0427332 gI01AN 836<60000 51 2019 Aclire 50<2]332 Yeas Amount Due Amount Due Amount Due iax/Cent Late CM1a1ge Fe ex InteIext iax/Cent Late gI01AN 836<60000 51 FUII Yeas 1x1 Ha11 2ntl Hall FUII Yem FUII Yem FUII Yem FUII Yeas 1x1 Ha11 1 2019 Active S0427332 gI01AN 836<60000 51 . Active 5123<233 201] q00 q00 q00 q00 q00 q00 q00 000 000 gI01AN 836<20000 16. 2019 Active S1234233 2016 q00 q00 q00 q00 q00 000 000 000 000 gI01AN 836<20000 16. 2019 Active S0427325 2015 000 000 000 000 000 000 000 000 000 gI01AN 836<60000 11 zola 000 000 000 000 000 000 000 000 000 2019 Active 50<2]325 2013 q00 q00 q00 q00 q00 q00 q00 q00 q00 gI01AN 836<60000 11 2019 Active 51233L2 2012 q00 q00 q00 q00 q00 q00 q00 q00 q00 RI01AN 836420000 lF 2019 Active 51233L2 2011 q00 q00 q00 q00 q00 q00 q00 q00 q00 RI01AN 836420000 10. 2019 Active 51233L2 2010 000 000 000 000 000 000 000 000 0 00 RI01AN 836420000 11 2019 Inactive 50<28<1] RI01AN 836460000 32. 2019 Inactive 50<28<1] RI01AN 836460000 17. 2019 Active 5123<233 RI01AN 836<20000 22 2019 Active 5123<233 ^ RI01AN 836<20000 2i Tax Summary�pubfic PieAaitl 2 Acire S1234234 Ch...Summa. gDIAN 836420000 19 2019 Aclire 5123�23� gI01AN 83W20000 19. Yeas Axxexxment Oate Oue IDtal Tax Tax iax Cnt Cent Cent La 2019 Aclire gemore 51233L2 poll Paymei CM1a�ge Paym t Aduxtment CM1a�ge Payment Aduxtment C gI01AN 83W20000 26. 2019 Aclire gemore 51233L2 gI01AN 836420000 26. 201] Pao it q� 12/20/2➢ 28]500 28]500 28]500 q00 000 q00 q00 0� 2019 Aclire 50<281<3 2016 Pm It ED 12/20/2➢ 266330 266330 266330 q00 q00 q00 q00 0. gI01AN 836<60000 5f 2019 Active 50<281<3 2015 Pm It It 12/22/2➢ 24452 2 2 052 2<A 52 q00 q00 q00 q00 0. RI01AN 836460000 5F 201< Pao It q� 12/20/2➢ 21693< 21693< 21693< q00 q00 q00 0 00 0. 2019 PNANGq 2013 Pao It q� 12/20/20 19260< 19260< 19260< q00 q00 q00 q00 0. gI01AN 836<20000 q[ 2019 Active 51233<1] 2012 Pao eat q� 12/20/20 1]<88< 1]<88< 1]<88< 000 q00 000 q00 0. gI01AN 836420000 40. 2011 Pm It It 12/20/20 1<5102 4.2 1<5l@ q00 q00 q00 q00 0. 2019 Inactive 50<281<3 2010 Pm It It 12/20/20 155222 155222 155222 q00 q00 q00 000 0. gI01AN 836<60000 ]1 2019 Aclire 50<283L 2009 Pao 'It q� 12/21/20 196]]< 196]]< 196]]< q00 q00 q00 000 0. gI01AN 836<60000 1L 2019 Active S0428143 2008 Pmpe�ty qt 12/22/20 218936 218936 218936 000 000 000 q00 0. r RI01AN 836460000 1 611 Ready PIONEER YGsrvrcF—F-- Public P... J[PTapbF... n �} D c Ic c e ..e c s I c -c — 0 X �J File Select C-L dnLc.v Help S each By: �., Sea¢b X Saleet Maxln Ertim a[etl Taxer bl Cotle Area PTSgiF X Year ' Slalux Pa¢el Zip Cotle i a 2019 Adire g0982000 P—,I g0982000000 Axxexxetl Value d35.100 Ta"able Value 335.100 FO Add 836<6 0000 11 . A.W. g03]12ID � 836<2 0000 5i HOE 335.100 Adlu lletl Value 335.100 . A.W. g03]1210 Year IO �I (�1G el Valuer Ta"able Value ro Sublrad 83G 0000 1[ . A.W. g03]1210 J 83642 0000 3E . A.W. 5123<223 83646 0000 554 1 2019 A.W. SO<2]332 Cotle Oixhid Lery Amount OexnipLon Pbone Exlimaletl Cotle Area 836<6 0000 5[ Area Number Ta" 83646 0000 51 2019 A.W. SO<2]332 2<2 2019 A.W. SO<2]332 II �t� t I' Ill Calculate 836<6 0000 51 2019 A.W. 5123<233 242 2 000125286 PEST EXTERMINATION (208)5]2 4646 <1 98 836<2 0000 16. 2<2 3 000136265 EMERGENCY MEDICAL (208)287 2962 <5 66 2019 A.W. S0427323 836<2 0000 14 2<2 6 000861981 AOA COON TY HIGHWAY OISi [208[382 6123 288 85 0 R°tr°ab 2019 A.W. SO<2]325 836<6 0000 1 1 2019 A.W. SO<2]325 2<2 8 0036]32]9 SCHOOL DISTRICT N0.2 [208[358 5951 123092 836<6 0000 1 1 2019 A.W. 51233L2 M 12 000<89619 MERIDIAN LIBRARY (208)888«51 1610] 836<2 0000 1 F 2019 A.W. 51233L2 2<2 2< 0000«]28 MERIDIAN CEMETERY [208[888 5]05 1199 836<2 0000 10. 2019 A.W. 51233L2 2<2 30 001]5<]O1 MERIDIAN FIRE [208[888123< 588 00 836<2 0000 1[ 2019 Inactive SO<28<1] M 43 000@6000 MOSQUITO ABATEMENT (208)5]2 4646 8]1 836<6 0000 32. 2019 Inactive SO<28<1] M <6 0000]6526 WESTERN ADA RECREATION (208)888 4058 25 6< 836<6 0000 17. ID19 A.W. 5123<233 2<2 100 000143147 TO OF WES TE RN IOAHO [2081562 3295 29] 836<2 0000 22 2019 A.W. 5123<233 ® Vierr 836<2 0000 22 2019 A.W. 5123<23< 83642 0000 19. 2019 Adire 5123<23< Total Lery Amount 01008]1]5 Total Extimatetl Ta"Amount 3.380 21 m Print 836<2 0000 19. 2019 Active Remove 51233L2 83642 0000 26. 2019 Adire gemore 51233L2 BASED ON MO Si NRR ENi CEq iI FIEO LEVIESI ($1 Valuer 836<2 0000 26. 2019 A.W. SO<281<3 836<6 0000 5E 2019 A.W. SO<281<3 2015 Pro ert qr 12/22/2➢ 2<A 52 2<A 52 2<A 52 O00 O00 O00 O00 0. ERIOIAN 836<6 0000 5E 2011 Pro ert qr 12/20/20 116934 21693< 21693< 000 000 000 BOB 0. 2019 PNAN Gq 2013 Pro ert NG 12/20/20 19260< 19260< 19260< O00 O00 O00 O00 0. ERIOIAN 836<20000 O[ 2019 A.W. S1233417 2012 Pro ert qr 12/20/20 1]<8 84 114884 1]<8 8< O00 O00 O00 O00 0. ERIOIAN 836<2 0000 <0. 2011 Pro ert qr 1%U ZU 1<5l@ L5l@ 1<5l@ O00 O01 11 O00 0. 2019 Inadire SO<281<3 2010 Pro ert IT, 12/20/20 1552 22 155222 1552 22 O00 O00 O00 O00 0. ERIOIAN 836<6 0000 ]1 2019 Active SO<283L 1 2— Pro ert qr 12/21/20 196]]< 196]]< 196]]< O00 U. O00 O00 0. ERIOIAN 836<6 0000 1L 2019 Active S0428143 2008 Property qr 12/22/2➢I 2189 36 1 2189 36 1 2189 36 1O00 O00 O00 O00 0. r ERIOIAN 83646 0000 611 Neaay PiGNEEN rofisvrcI I IC( ... Public P... J[PT40F... n �} D c Ic c e ..a c s I c -c — 0 X �J File Select t C-L —1— Help RI It I C D I e10 I B I IY I f I� Sea,.M1 By: D Xea. Mpatent STEINBACH MAXH Bank Cotle— City Zip Cotle Ta Slalux CotlArea 242<92<N BLACK CAT PO ID19 Ad.— P0982000 ERI AN 836EcTUH 11 MEPIOIAN 10 836<6 50102019 Aclire P03]1210 EPIOIAN836<20000 5i 2019 Aclire P03]1210 EPIOIAN836420000 . 2019 Aclire P03]1210 Inte�ext Oale 9/1EPIOIAN 836<20000 3E 2019 Aclire 1111.11, Pnnt Total DanEPIOIAN 836420000 9. 2019 Aclire S0427332 EPIOIAN 836460000 51 2019 Acire 5082]3IPTPnFI Nar H,cPPby Vear- Pa¢e1 P0382WMYJJ,2018 X OIAN 836860000 51 2019 Aclire S04273 DIAN 836460000 51 2019 Aclire 512342 OIAN 836<20000 16. 2019 Aclire 512342 Axx°xxI T axion Tax Date Amo Tanxadion Cattle C011edion Oexniplion OIAN 836<20000 16. Poll Cale o SLalex Area SLalux 2019 Aclire 50<273 OIAN 836<60000 11 2019 Aclire 5042]3 PmpmLy Poiax 11/08/2018 522]2 Cunent 'Blank DIAN 836460000 11 2019clire 512331P�ope�ty Po 1t 12/18/2018 150250 Oixbibuletl Cunenl 'Blank OIAN 836<20000 lF Pmpmty Po 2 Late CM1mg O6,20/2019 523 Cunenl 'Blank p�ope�ty Po 2 Late CM1mg O6/20/2019 2182 2<2 Cunenl 'Blank2019 Aclire 512331 p�ope�ty Po 2ent Late CM1mg O6/21/2019 523 Oixhibutetl Cunenl Automatetl2019 Inactive 504284 Ptepmty Po 2ent Late CM1mg O6/21/2019 2182 Oixbibutetl 2<2 Cunent Automatetl DIAN 836460000 3250<28< Pmpmty Po 2t 06/21/2019 150250 Dee ibutetl Cunent 'Blank OIAN 836<60000 17. 2019 Active 5123<2 OIAN 836<20000 22 . Active 5123<2 OIAN 836<20000 22 2019 Acire 5123�2 Ch....5ummai DIAN 83W2-0000 14 i Active 5123�23� EPIOIAN 83W20000 19. Yeas I ment Oate Oue Total Tax Tax Tax Tat Tat Tat La 2019 Aclire Pemore 51233L2 l Paymentx CM1mge Paym t Aduxtment CM1mge Payment Aduxtment C EPIOIAN 83W20000 26. 2019 Aclire Pemore 51233L2 EPIOIAN 836<20000 26. 201] P� 12/20/2➢ 28]500 28]500 28]500 P00 000 P00 P00 0� 2019 Aclire 50<281<3 2016 at P� 12/20/2➢ 266330 266330 266330 P00 P00 P00 P00 0. EPIOIAN 836<60000 5f 2019 Aclire 50<281<3 2015 at P� 12/22/2➢ 2<]l52 2<A 52 2<A 52 P00 P00 P00 P00 0. EPIOIAN 836<60000 5f 201< at P� 12/20/2➢ 21693< 21693< 21693< P00 P00 P00 P00 0. 2019 PNANGP 2013 Pa It 12/20/20 19260< 19260< 19260< P00 P00 P00 P00 0. EPIOIAN 836<20000 P[ 2019 Active 51233<1] 2012 t It 12/20/20 1]<88< 1]<8.8< 1 4 0000 000 000 P00 0. EPIOIAN .36420000 40. 2011 at P� 12/20/20 1<5102 L5l@ 1<5l@ P00 P00 P00 P00 0. 2019 Inactive 50<281<3 2010 t P� 12/20/20 155222 155222 155222 P00 P00 P00 P00 0. EPIOIAN 836<60000 ]1 2019 Aclire 50<283L 2009 t Pt 12/21/20 196]]< 196]]< 196]]< P00 P00 P00 000 0. EPIOIAN 836460000 11 2019 Active S0428143 2008 ty Pt 12/22/20 218936 218936 218936 000 P00 000 000 0. r EPIOIAN 836460000 61• Neaay F.bEER YGsrvrc F—F-- �$ ... Public P... J[PT4pbF.. n �g cK Q� Lu O � � Q f ;#W Wx•- z 0311b�dNf1 -i d HMO a F �" I�I • ° I 3 00 *05 I In ea+� I0 ® N N M.OE,36/�.0 N �w I ,BZ'19i # �0 0 Ic as ioro O I* cn aFr = Q ,etae5 U N 's z W z 0 s I� �I o to ® QI r Ada ~ � W W AIM oM� _ a �C\j N I I - W p C.� Z 4 W a I LZ'495 H w � o 0 I o rJ Q N Q R w 0 IQ of w a Q � U � I MIS U Q ?� QO w L i m rocn CID a a Q a I SL'S95 x U a U) z Q bI W = w Iv O _ ¢ CD M1 M - = IN w ,ILbO£ I ,b�i'Z9Z s 13 es I ro I ml a O al w pie o �rYY •ia•aa,a i m � dV08 Map n n ZZ smog 0311tl-IdNn 52 LL 0 w $ S Jw 7 Cc Q e M11 o a U w 's a' $ rv '�d A � `v �v e° W a 4 af WkE �w �C0 wjj ♦a >� n ¢$ a (L ate♦ LL W �a0 WV�� ° ♦� ♦ e Vey M ho zo W �* W hJ�.. Q y�Q } �O � O` o C' ♦ ` d'�•� b Z fi4 e� W@ •JJam° h `Q � �� OP a a ° 0� vi �.�� E c�.� e�i V v :v u4: •� �l a 1 � ui Ru WO t W� C p gq, m. r I'IZOTECTIVE COVENANTS Wr. , the undersigned, are owracrs of the following descril.)ed real estate located in. the County of Ada, State of Idaho, to-wit: BLACK CAT ESTATES N0.1 A subdivision of a portion of the S 1/2 SW 1/4, Sec. 2.7, T4N, RIW, .B .M . , ;_according to the official plat thereof, Hereby make the following declarations as to limitations, ri�strictioris and uses to which the lots constituting said property may be put, hereby specifying that said declarations shall constitute covenants to run with ci,ll parties and all persons claiming under them , and for the benefit of and limitations upon all future owners in said property, this declaration of restrictions being designed for the purpose of keeping said property desireable, uniform, and suitable in architectural design and use as herein specified: I PART A. AREA OF APPLICATION . Fully-Protected Residential Area: The residential area covenants in Part B in their Entirety and shall apply. to the Subdivision heretofore mentioned. lI PART B. RESIDENTIAL AREA COVENANTS . (l) Land Use � Building' Type. No lot shall be used except for residential and agriculturul purposes. No building shall be erected, altered, placed., or permitted to remain on any lot other than one detached single-family dwelling not to exceed 1- 1.10 ()ti:3;�' two stories in height and a private garage or carport for not more than two. cars and one detached outbuilding for housing livestock. All construction to be of new materials, except that used brick may be used, (2) Dwelling Cost, Quality and Size: No dwelling shall be permitted on any lot at a cost of less than $25,000.00. It being the intention and purpose of the covenant to assure that all dwellings shall be of a quality of workmanship and materials substantially the same or better than that which can be produced.on the date these covenants are recorded at the minimum cost stated herein for the minimum permitted dwelling size. The ground floor area of stated herein main structure, exclusive of one-story open porches and garages, shall be not less than 1000 square feet for a one-story dwelling, nor less than 850 square feet per level for a dwelling of more than one story. If basements deeper than 3 feet are constructed, they shall be effectively sealed from the intrusion of ground water and shall be provided with an adequate system for the drainage and removal of ground water from the basement wall and floor area. (3) Building location: (a) No building shall be located on any lot nearer than 30 feet to the front lot line, or nearer than 20 feet to any side street line. (b) No building shall be located nearer than 8 feet to an interior lot line, except that a one-foot minimum side yard shall be required for a garage or other permitted accessory building located 20 feet or more. from the minimum building set back line. No dwelling shall be located on any interior lot nearer than 15 feet to the rear lot line. (c) For.the 2-- 0293 purpose of this covenant, eaves, steps, and open porches shall not be considered as a part of a building, provided, however, that this shall not be construed to permit any portion of a building on a lot to encroach upon another• lot. (4) Lot Area and Width: No dwelling shall be erected or placed on any lot having a width of less than 100 feet at the minimum building set back line nor shall any dwelling be erected or placed on any lot having an area of less than 43,560 square feet, except that a dwelling may be erected or placed on all corner and cul-de-sac lots as shown on the recorded plat. (5) Easements: Easements for installation and maintenance of utilities, irrigation and drainage facilities are reserved as shown on the recorded plat. Within these easements, no structure, planting or other material shall be placed or permitted to remain which may damage or interfere with the installation and maintenance of utilities or that which may change the direction of flow of drainage or irrigation channels in the easements or that which may obstruct or retard the flow of drainage or irrigation channels in the easements or easement area of each lot and all improvements in it shall be maintained continuously by the owner of the lot, except for those improvements for which a public authority or utility company is responsible. (6) Nuisances: No noxious or offensive activity shall be carried on upon any lot nor shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. No automobiles, trailers, boats or other vehicles are to be stored on streets or front and side lots unless they are in running condition, properly licensed and are regularly used. 3- 140 (7) 'Temporary Structures: No structure of a temporary character, trailer, basement tent, shack, garage, barn or other outbuilding shall be used on any lot at any time as a residence either temporarily or permanently. (8) Signs: No sign of any kind shall be displayed to the public view on any lot except one professional sign of not more than one square foot; one sign of not more than five square feet of advertising the property for sale or rent; or signs used by a builder to advertise the . property during the construction and sales period. (9) Oil and Mining Operations: No oil drilling, oil development operations, oil refining, quarrying or mining operations of any kind shall be permitted upon or in any lot, nor shall oil wells, tanks, tunnels, mineral excavations or shafts be permitted upon or in any lot. No derrick or other structures designed for use in boring for oil or natural gas shall be erected, maintained or permitted upon any lot. (10) Individual water supply systems shall be permitted on any lot provided such system is located, constructed, and equipped in accordance with the requirements, standards, and recommendations of the State public health authority. Approval of such system as installed shall be obtained from such authority. (11) Garbage and Refuse Disposal: No lot shall be used or maintained as a dumping ground for rubbish. Trash, garbage or other waste shall not be kept, except in sanitary containers. All incinerators or other equipment for the storage or disposal of such material shall be kept in a 4- 140 . 0295 clean and sanitary condition. Each lot and its abutting street are to be kept free of trash, weeds and other refuse by the lot owner. No unsightly materials or other objects are to be stored on any lot in view of the general public. (12) Until such time as a sanitary sewer system shall have been constructed to serve this subdivision, the individual sewage disposal system on each lot shall be constructed to the requirements of the "Standard for Subsurface Sewage Systems" as published by the Idaho Department of Health, with a specific minimum requirement of 85 square feet of modified field drain trench bottom area per bedroom in clean sand--gravel strata, drain lines will be no deeper than 18" below the surface and also shall be so located on each lot that there is adequate space allowed for an additional system in case.of failure of the original installation. The design of each individual system shall be submitted to and approved by the proper health authorities, currently the City-County Health Department, for each lot prior to commencing any on-site construction. PART D. GENERAL PROVISIONS (1) Term: These covenants are to run with the land and shall be binding on all parties and all persons claiming under them for a period of forty years from the date these covenants are recorded; after which time said covenants shall be automatically extended for successive periods of 10 years unless an instrument signed by a majority.of the then owners of the lots has been recorded agreeing to change said covenants in whole or in part. (2) Enforcement: Enforcement shall be by proceedings at law or in equity against any person or persons violating or attempting to 5- violate any covenant either to restrain violation or to recover damages. (3) Severability: Invalidation of any one of these covenants by judgment or court order shall in no wise effect any of the other provisions which shall remain in full force and effect. 6- 14.0 o;�„�;.; DATI'D this - day of STATE. OF I DAHO COUNTY OF ADA . k On this 5 day of 19� personal ly 7. appeared before me, and the signers of this instrument , who duly . acknowledge to me that they executed the same . RFS�DING AT _ c 6` IMISSI I EXPIRES — 914 71 NOT TRY PU'lil, 1 C w m � m AJ8 II&RX w W'Sloom eat IiI g 3"UTUi 1 O co � o al w W O p w rr � I I F la W "OE51°ON - - - � IN MV WI wl s ti ADA COUNTY STREET NAME REVIEW SECOND REVIEW Preliminary Plat Review Date: August 26, 2020 Final Plat RX Project Name: Brody Square Sub T/R/S 4N 1W 27 Parcel Number(s): S0427332250, R0982010000, R0982000000 Project/Plat Applicant: Kimley-Horn &Associates, Inc Phone No: (602) 216-1270 City/County Agency: Meridian AOI THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N BLACK CAT RD W DAPHNE ST W McMILLAN RD v v v v +� > a a N o v o v 0- v Proposed Street Names: U Q o ; m Comments 1 W APGAR ST X 2 N BROCK AVE X 3 N BRODY AVE X 4 W DAPHNE ST X 5 W WAPOOT ST X 6 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 1 of 1 (D IN W Ladle dle I I> Rapids Z > ' i i i i i i i I I m Street Q c C: O (D TTT�1 co1 I NOIT APART I z -__-_- i W Anatole Street .Nr. �; WAnatole Street NOT A PART 1 N _-' •�• 1 1 �, : Savo N = G/G Z �"? 1 _ eery,rx�r� i Drive r7° U' 1 N G CD 91 1 _ R'h!11 d'... I (�j Q '� II' I I 'I I _V °' %., �!'�"i +t i i i Z �`° W Ravenna z >. ! ° c i Ot �X ' ' Street' '� m > do�a �. prlve , , , , W Cedar W Ravenna Street Z a , > }--- Got ��a W taut s prove I----� ' -- Grove Drive W M W peer SPrin9 m Q' '_.._ W Gondola Drive z WCedar ro e r o a ,44 �, G ag8i°Orivei Q> a ° N c I I �� Court ai 3 a) ° o W Twisted W-Twisted I W Maggio Drive m ° ° o m Creek Street 0 Cn Creek , i W Twisted r o Creek Drive 1 h��Onle li w Q Q > m Street` I ,°C_ m c � cNi v -- -- z , z , ,a c Q W Philomena Drive W Philomena Street mrU) > .a� {{N1W28 -. �z Q I o�� i I 14 1� 2 LL 6 > I , , 1 1 >W Avilla Drive' , , , , z Q m —p Q - ° ° o W;Wapoot Street z c I - ! NOT A PART "'' NOT P T Q ; I W Milano,W Milano ' Drive ! ; I ; -° Street m°Q' 1 1 0 0 Z— E. z i i i i i W m ! W Daphne Street! " -P. W Daphnel i I I I z U T I ° W Daphne Drive�_> -------}--------- -}------- ------ --} -- ---- --------- Y ----+-- •-------- ------------ + --}------ - Street - 1 m ii t i i +■ ' i m �--I --- i i �� >LCa - { i i i i Z ' i - - i i i � 0 1 NOT A PART , 1 1 1 , , , , coo c i i i i i i i i01 m m�>' 112 Z. ---------- -�+-----------+-- W McMillan Road" } ---t- . , 1 W dos - �Ores K 1 1 )rive W Los Flores Street r W Los Flores Street it i i i r i i ei 0, > c i i i ~� i i Sheet O W Quintale v¢' o c 3 z Q Street -- ;------- ;-----------'-----------i-----------'-----------'-- D z w > ° W Aite,Street > i ; ; I I o c W Viso -� z Q Street w _ I I I 4N1W34 I zQ or> a o 4N1W33!i z o c :. , , , Q \ka� c y1> I , , i <rve wTor ana > m,Q Drive Q - z ° W Torana Street` ---------- ----------------------------------- ----------- ------------- o Z v,n O N 1 1 1 1 1 1 0 T F 3 3 > i i i i i i m Q i -m N-� Q ' I I I I I I z W Lesina Drive m'Q W Lesina Street L NOT A PART — �' ° w _ z I z W Thornappie Drive U > This map is made from data copyrighted by Ada Caccur cie County shall not be liable for ADA COUNTY ASSESSOR inaccuracies this disclaimer a b this map. Maps �� Land Records Division 1 inch - 600 feet bearing this disclaimer may be photocopied freely. Geographic Information Systems However,use in any digital form requires the 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 FOUND BRASS CAP AT \ NW CORNER OF SW a No°31'09"E�\ OF SEC 27, T4N, R1 W. w 1318.72' US HWY 26 1 Q _ o — _ S89°17 41"E 635.80' , » � 25' 60' 50' 50' 50' 50' S0' �:T S0' 50' 50' 63' 65' m RODY SQUAR S89°17 41 — — — 25.00' 1 BLOCK 1 PRELIMINARY PLAT I _NI NI N1 �1 �1 �1 �I �I �I 01 01 01 I �I 11 �I 10* 71 9 * �I 8 * �I 7 6 5 4 3 2 �I 1 1 W A PORTION OF THE SW 1 OF SECTION 27, 27 6709 SF 5582 SF 5574 SF 5565 SF 5557 SF 5549 SF 5541 SF 5533 SF 5525 SF 6927 SF 7157 SF Y O 10' TOWNSHIP 4 NORTH , RANGE 1 WEST GONDOLA DR m SITE N 50 50 50 17 33 50 50 _ 50 50 50 63 65 N.T S. w N 12 _ - ADA COUNTY, IDAHO 115_ 3266 SF o AVILLA DR o DAPHNE ST j Vi 0, 13 - - - �� 90' n OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR ' 234' 2 �' o 6247 SF `L5 ' 111 111 S- ti5 109'1422 SF Uj PINNACLE LAND DEVELOPMENT, L.L.C. LAND PLANNER IDAHO SURVEY GROUP MCM/LLAN RD ai I 110' n 6 6' 6, 0 7629 E PINNACLE PEAK ROAD #110 9955 W. EMERALD ST. VIC/N/TYMAP rn N — — 1 0 0 20 10 SCOTTSDALE, AZ. 85255 KIMLEY-HORN AND ASSOCIATES, INC. BOISE, ID 83704 0 Z1 .4 5598 SF `n 0 o TELEPHONE: (480) 401-0800 950 BANNOCK STREET PHONE: (208) 846-8570 T4N, R1W, SEC. 27 Z 1 `�' 5598 SF �I 5498 SF `n z CONTACT: RANDY CLARNO SUITE 1100 CONTACT: CODY MCCAMMON, PLS 14 0 _ BOISE, IDAHO 83702 10 6050 SF Ln 112' r — — PHONE: (208) 297-2885 112' I 110' CONTACT: BRANDON MCDOUGALD, PE 110' 0 2 0 0 l 19 I 9� 5600 SF 0 5600 SF LO I0 5500 SF LO 15 Ln - - � — 110' 6050 SF `n 112' 1 112' I - - PRELIMINARY PLAT DATA LEGEND cm 110 0 3 0 0 1$ 0 0 $ EXISTING ZONING: RUT I I I `n Ln LO5600 SF 5600 SF `n LO 5500 SF 0 PROPOSED ZONING: R-8 — — PROPOSED CL/SECTION LINE I I � BLOCK 1 I -I 22 1 — — BLOCK 3 — — 110' — — GROSS ACREAGE: 15.00 AC E PROPOSED SWALE O — — —16 — Ln — 112'- — — — — — 112' — — NET ACREAGE: 13.90 AC '1 18007 S, 1 — — — TOTAL NUMBER OF LOTS: 64 z „ I 6050 SF 47' 0 4 0 0 17 7 1 MINIMUM LOT SIZE (SF): 4,000 SF PROPERTY BOUNDARY S89°17 0 E r _ R/W `n 5600 SF I `n `n I 5600 SF `n( 47' `n o AVERAGE LOT SIZE: 5,500 SF 0' 660.80' I 5500 SF �n — — — ROAD RIGHT OF WAY Q co 1 1 110 — — I R/W RESIDENTIAL GROSS DENSITY (DU/AC): 4.27 DU/AC ^ N 0 I I ,, 17 ;,� 112' 112' 110' *HOME IS RESTRICTED TO SINGLE-STORY RESIDENCE. — — — — LOT LINE �\ v o N `0 5793 SF `n 00 I o0 5 1 0 ;n 16 0 0 6 0� EASEMENT �o o M 110 5600 SF LO SHEET INDEX < = N 6160 SF I 5500 SF �' APN° S PROPOSED 8" SEWER z c� o � N o 1 0 18 01 112' — 110' BLOCK 5 R0982010025 SHEET INDEX W PROPOSED 8" WATER (3' COVER) _ 0 LO 112 ;� I 5500 SF 6 STORM WATER INFRASTRUCTURE o w 0 0 Ln 0 5 0 Sheet Number Sheet Title ; U o Z n 5600 S `n in `n 5500 SF `n I EASEMENT 0) 1 ' `n n 01 PRELIMINARY PLAT o 0 6160 SF "D 00 n 02 EXISTING CONDITIONS PLAN PROPOSED CURB o m zN 0 19 0 112' 1 _ _ W 110' - - w o .o `n 5500 SF 0 7 0 I 112' Q I 0 4 0 03 EXISTING CONDITIONS PLAN ® PROPOSED STORM DRAIN MANHOLE � m 110' I 5600 SF `n 5500 SF 'n ;%� 04 PRELIMINARY ENGINEERING PLAN pp PROPOSED CATCH BASIN 0 14 0 0 05 PRELIMINARY ENGINEERING PLAN o0 w 0 m o Of 6720 SF — — Z OO PROPOSED SEWER MANHOLE II Zo ~ c� N LL o 04 V Ln 20 5500 SF Lo 112' I Z 110 2) PROPOSED FIRE HYDRANT ._ o m m W 8 >- 0 3 �,�, w o \ J I LU 110' I W Ln 5600 SF o� 112' W I `n 5500 SF ® PROPOSED GATE VALVE J J U w m I I QQ inaw 112° - - / SIDEWALK RAMP N N o o o `LO n 60 0Ld 1 SF 10`n ' 110 I PROP. STORM DRAIN �= I 2 oUj R=20.00' 110' 7, 5497 SF PROP. CATCH BASIN L=31Of U) . 1<61-Uj 5' — — 109' — — EXISTING CATCH BASIN w 9 1 ° �' Z — — — SS EXISTING SEWER MAIN S89 16 58 E - 95 )��p. 0 70827 SF I �s. 1402 SF- 90' — — — LdZ 1$.07' 3 \Z W EXISTING WATER MAIN N89°16°16'558"w — — — DAPHNE ST L0 m DAPHNE ST 0— — — o� 17 93' - a, w Q � °' `n EP EXISTING EDGE OF PAVEMENT Y _ _ _ EGR w� — ' N m N 6 `90' EXISTING EDGE OF GRAVEL ROAD ~ J I 95' - - - - g 3�' � 1401 SF _ 109' 1 �� = 0. 0' \I 110' 1' ' X X— EXISTING FENCE W 2 R 2 Q 7 OP EXISTING OVERHEAD POWER Q L=31. 9' 2 58' — 58' 58' - 58' �, 5 PRELIMINARY PLAT NOTES Q o a3 0 wm 1 `n 5500 SF BLOCK 3 5615 SF �1 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN G EXISTING GAS LINE cy - - 110' COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY N Q 110 47° 47 CONDITIONAL USE PERMIT. Q R/W 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES z _oN I 3 0 R/W I 1 _� 10 1�, 11 1 12 1�, 13 1 ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. 0 Q 0 0o I I I `n 5500 SF `n I 6722 SF I 6722 SF I 6722 SF 1 6722 SF 17 ' 0 4 0 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED J — m oQ 6600 SF APN: SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. w W W ZZ I — R0982000020 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) m w 0 110 00 110 I FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS � M N Z 00 1 — o w= a, ;� 00 — OTHERWISE DIMENSIONED. 0 00 0 4 P ` 58' 58' S8' 58' BLOCK 4 0 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH ;n 00 `n 5697 SF — FINAL PLAT. �' ��p 0 0} I oZ N 10 115' ^ " 3 w 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE Zm I _ Q 6600 SF RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN 00 1 1 5 `�' BRODY DR - o IRRIGATION/DRAINAGE ENTITY. ZQ I 19739 SFJ N _ 3266 SF 60� 110' I o 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH I Z STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF a- 1046' 50' 50' 21' 29' 50' 50' 50' 55' 3�. SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR 0) ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION i � I I 2 FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT _N I 6600 SF BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY z¢ I I I 01 01 01 I I I I 1 1 110' 1 AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." wZ I I I —1 6 �1 7 —1 8 —1 9 I 10 I 11 I 12 1 13 1 _ I I 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. ZONAL E E a� N 9. LOT 22, BLOCK 1; LOTS 1 AND 14, BLOCK 2; LOT 9, BLOCK 3; LOT BLOCK 4; LOTS 1 AND 11, �FSS �3 6150 SF 5520 SF 5528 SF 5536 SF 5544 SF 5552 SF 5560 SF 6125 SF °' BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRODY SQUARE NORTH Quo �\CENSFp FF�, 14 1 SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER Q Z3 BLOCK 2 2144 SF 6619 SF PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS 16551 C) " I SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. °o aw I 25' 56' 50' 50' 50' 50' 50' 50' 55' 20' 47' 110' 10. LOT 12, BLOCK 1; LOT 5, BLOCK 2 ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE OF 6'�c p w� _ xcc S89°17'52"E 630.80' _ INGRESS/EGRESS. ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH GRAPHIC SCALE IN FEET 9ti9TF OF UDC 11-6C-3D, AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF 0 25 50 100 ��N Mc APN: SUPPORTING 75,000 LBS. oo~o 11. BLOCK 1, LOTS 8, 9, AND 10 ARE RESTRICTED TO A SINGLE-STORY RESIDENCE. On x wz I SO427333500 12. A 6-FT CONCRETE WALL (OR OTHER AGREED UPON MATERIAL) WILL BE CONSTRUCTED ALONG PROJECT N0. m w I THE PROPERTY BOUNDARY OF BLOCK 1, LOTS 8, 9, AND 10. MATERIAL MUST BE COORDINATED 291015009 �0,c� FOUND BRASS CAP I WITH NEIGHBOR. DRAWING NAME _o > za- AT SW CORNER OF 5009-PP �i x a SEC 27, T4N, R1 W. X .. �M U- a-LZoZ �Ld�Q 01 of 05 11�_, Y X�O m FOUND BRASS CAP AT Q NW CORNER OF SW 4 • OF SEC 27, T4N, R1 W. NO°31'09"E � 1318.72' m I EGR — — �� — — S89°17'41"E_635.80CD '_ — I — — — 6 —Q- — _X _ S 89°17°11 25`�0 25�27 .1 z / 2 5.ODp c o cn Of EX. EDGE OF PAVEMENT p Q I � I a, z N cn I I N I I I CD I 4.78'f I a_Li x tx c II I_ O N I I O rn = z X w w Ln 00 (51 w o co Ln I I N °`, N O N V Z I p >t000 LCD `' o x Z z I — — — — — �- FP-1 EX. BUILDING z N ch_ o I CIO I � I I J 00 o (VARIES) I GR �`L �vo 0) E �5 h� �h �, N m CD - N _ / `L m m 73' I I EX. R/W I I I o z o 04 EX. GAS I m w I I ^II p p O MAIN EX. BUILDING %� M �`' I I � EX. BUILDING I = � o m o \ I I I �.�. z z w r- N III Q Q ) Q w � U U w ft� = Q (n (n c� c� U c� N Ip I EX. BUILDING 2540- �SQ� EX. FENCE EX. TREELINE p fN EX. SEWER W F MANHOLE — — — — — — — — - - - - - a a �� W o I „ 3Q w I X r — 4 ~Z w SE 9°17�56' 1 1 Z } M � 166 I X X X X I Q lw I J N 10' PUBLIC UTILITIES, DRAINAGE, 2542 Y wo I AND IRRIGATION EASEMENT X 0>1 I I I PER BOOK/PAGE: 29/1798-1799 X (� NZm I EX. 12" I I =a\�y, - W z O o� WATER MAIN x 2 0-0I I EX. FENCE �l,\� I 02 Q Q 1 X- I . 10 PUBLIC UTILITIES, DRAINAGE, "W AND IRRIGATION EASEMENT c`no 1 '� I I PER BOOK/PAGE: 29/1798-1799 CY C) co w� I _� I I Ln I N z N`� EX. IRRIGATION O 0 x W< DITCHES 103 Z ZQ m oN 00 0 I V I I I ! T= -- 0 oa �, I I I ! l i ! i I j i i�lr--a CD zQ o f 1 " I W z I A PN: Li_1_1_L�—i�_�_iLil_—_J m z Ln Z 10p I I I X 1 R0982010025 I ~ / /, ww I o I co I KEY MAP �/— LL I I NOT TO SCALE X Z m I N o °N° W L.LZ I X WZ X EX. FENCE 1 �Q I EX. FENCE II o ZQ I I I 11 EX. BUILDING X x , ZQ („ w IQo a 00 Oa zo x % 78 L'a 1 X o =� EX R/W 1 EX. IRRIGATION EL a 0. Z 1 DITCHES L y W Q °s 0)o EX. 21 ONAL 00 Z3 SEWER MAIN wo I i X GR EX. BUILDING 1 NORTH Q�o��S�\GEN Fp/'�F�� 0 xoo I � I I X X Q IN 10 I w I EX. OVERHEAD w I I 16551 v a POWER �LONZ � I �XLd I N � s� boa 0-Z0 X A. GRAPHIC SCALE IN FEET ��ti�TF OF o aoo W�, • • • 0 15 30 60 ON M Cp0 FF X °'° a• 000 x PROJECT NO. XU o2 MATCHLINE - SEE SHEET 03 291015009 rn>LjW im1-W DRAWING NAME >o zo 5009-EX j�)LnW'R Ix.a X ..Um a-L'oZ �w Na 05 Of 02 OF Y X r o m m Q w Q p m MATCHLINE — SEE SHEET 02 78' EX. R/W I I o I w a 4.23'f i ol� I I � a�lCO EX. BUILDING I o 0 �n cz N I R=20.00' x I w z w l I 00 L=31.35' x CD � ® x I o EX. OVERHEAD EX. FENCE w S89°16'58' E POWER N � I [18-07' EX. EDGE OF I I z PAVEMENT I - - - - - _ m W I — — 2539 2540 - - � —Os— - -- - - - — — - - - - - =X 2540 — — — — — — P EX. SEWER — — — — — — _ MANHOLE i EP EP EP EP �P EP EP EP • i -I- _ _ _ _ _ - - o DAPHNE ST - - EX. GAS I I EP EP I EP �p MAIN I � — — — — — — — — — — 2540-2541 EP EP 2540 2539— — — — — — — cnl X - - - _X - - - - - N89°16 58 WEX. EDGE OF 1 17.93' 2 EX. FENCE EX. FENCE PAVEMENT I R=20.00' EX. EDGE L=31.49' OF GRAVEL 25bO I I I ' 12540X x N I I tx X I O w I x x T z ■�i� x cn 6I N Ln 0 I EX. BUILDING X 00 Q 00 N I I I �� o o NO V I I N Q0 N �I x1 I >too m 0 o V I // APN: Q z NLn Q R o R0982000020 N o X N (D O0 zl m I EX. BUILDING L I EX. IRRIGATION J CO CO wl DITCHES o m w U I w 0 co ■ N N o °° ® x L m EX. 21" 1 01 co N � � o .o SEWER MAIN I z I a � � m ell_OP_ I o n 9 WATER MAIN I I EX. OVERHEAD • ° -A 2517 N W o w v m POWERo `� zo oN I I , ° '` "' � � z m � � o m 1 I I z omp w I EGR— , LO Q Q CD in 3: v LLi � wDo EX. EDGE N I� I OF GRAVEL D N I I I p N N LO x EX. FENCE N � � I 55' I a\y�y� EX. IRRIGATION ow N EX R/W N Ln DITCHES Li oOf Ln 29.44'f I 3z (VARIES) lay��q y EX. BUILDING x Q I Z I �� x Z �- G Q lJ m I X X X X X X o� w I J zo CD EX. FENCE w o pp -T-T-1 LL F (n APPROX. LOCATION _- as OF UNDERGROUND Li 0-a_ x — LLJ �L GAS MAIN- - - - - - - - - - - — EX. FENCE 2 - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - �--� z 2 �w m EX. SEWER I — — — — — — — X w J MANHOLE — — - 2541 — — — — — — CO a 2540 — S89'17'52"E-630.80' I N ., =N ~�' X W CO O Q o 0 J F I z z rn I 03 I � w N Q I O o a_ W� U) LLj CD W z wz -- I z Ln Z W N o s o I �� APN: o w SO427333500 Q 0 KEY MAP — N N� I m c' Q I X L�Y EX. EDGE OF U o I NOT TO SCALE zZ PAVEMENT m o I I W Z zm o I ��,� m c W Q Q Q FOUND BRASS CAP o zZ AT SW CORNER OF -Q SEC 27, T4N, R1 W. w o =� o= a azZ) i�w¢ O fN �0)Lj Z o ��SS�ONAL eN��ti X 03 NORTH Quo CENSF� FF1, i V) 0 xoo IN <0Z< 16551 o Z c Xw co a 00 o ZO GRAPHIC SCALE IN FEET �99TF OF �pF C,Qv o j w n 0 15 30 60 SON M c003 o 0o � PROJECT N0. x LO W Z > z 291015009 im�W DRAWING NAME >o zo 5009-EX �nWRf Ix.a X ..Um a-L,oZ �w�a Of_, OF 05 Y X r o FOUND BRASS CAP AT Q NW CORNER OF SW j • OF SEC 27, T4N, R1 W. Lu NO°31'09"E � 1318.72' m EGR s �� = - - — S89°17'41"E_635.80'_ _ — — X —X I S89°17�11' - OD 2 0 I 2 I 1 BLOCK 1 N o cn I o� � w N I I I I I I i� I I I I I I I I I I I I I � o 11 10 9_ 8 7 6 5 4 3 2 1 w I I I I I I I I I I I I I I I 0 I CONNECT TO Z c I EXISTING 12" I PROP MH 12 " WATER MAIN INSTALL 8 BLOW OFF PROP MH 15 PROP. 8" C900 INV IN: 2520.96 VALVE FOR FUTURE INV IN: 2519.71 CONNECTION I I I I- — � � — — INV OUT:-2519.81 WATER LINE N INV OUT: 2521.06 —j INV OUT: 2521.06 1 8"1 r3"W 8"W — — — — — — — — — — — — — — — — — — — — — — — — ow w CD o f — N - - 12 -1 6 F 8„W 8„W 8„W 8„W „w 8„w S R� F O S O 90 4.78'f 8" PVC @_-0.60% N, — AVILLA DR — r- � � � • 283 LF OF T— L w I PROP MH 16 s C° 8„S 8„S ' °° 8„S_ 8" PV7-�0.40% —8'$S s 8„ P7V5� 0.60% x 1 F OF ``' I I INV IN: 2520.22 � o �, o do F � � 11 I J N i PROPMH 11 - - - - — - - - - - — - - - rn z �� INV IN: 2519.73 / PROP MH 13 N 11 - Q INV OUT: 2519.83_ _ — `n \ INV IN: 2521.51 ,,� Li Ln w — — — — _ _ I — - - I I I oo PROP. FH 0 o N n o _ CNO 2519.42 o 1 � lz � ox INV IN: 10 z m w INV OUT: 2519.52 00 INV OUT: 2519.52 I I z I I I 14 � I I I 0 35.72't 00 `� I 22 I I - - - - 1 U O o � (VARIES) I R O EG I I I I �h� I �h ■ � N m 11 I �ys —, 1 2 I �� `' 1 o o I IIwIij III (I I II _ c73' :;3:3�L,,FPROP. I _ _O Lu UEX. R/w ~ 5 BLOCK3 ~ m Of o EX. GAS m m MAIN 10 cn _ - - — II I I 47' _a yy 6 3 18 R/W � I I Uv w < i8 BLOCK 1 coI0 33' 1 a Z I I I I N - - - - I I _ _ _ _ I B/C 1 EX. SEWER I 2540� UI I MANHOLE — — 00 �. .� co — — Lu 0 1 5' —5' - - Z Q w I I S 47' y Z w S 9°17�6' I R/W I x /w 1 S/W I Q > J n �, Is6 . I - - - - I X X 1 x I 7 J LO 33, I I I oY I N I I I B/C - - I 2542, I PROP. 8" C900 I CD � w I I I I 5' _5' — X — — I WATER LINE Z U 1 EX. 12" > I 17 S/W cn I S/W X I W � O 0 WATER MAIN I x l I I I I N - I II 04 Li _ o� I - 1 I I i,��, I W Q w I I 7o °° 5 I I X I ' 0I I 6 I Z 0 p I I X I 16 1 o I — — Or (D w< I a_ C6 I I - - - - o o I BLOCK:5] I I N = I I• II I N 1 " I > APN: I --_= zLL- Z Q I J I Ti_j II�ij I I_ I ! � �I 0 W 711 X R0982010025 N U i05 0 a PROP. 8 Fil, rT ! -- 0" C900 18 WATER LINE ! 00 x WQ0— r-- m Q ZQ Z oo I� I N 6 1 I I I Z N o I _ 1 �' I 5 I W Lao I o \ 15 I °` W I KEY MAP 0 o Y 4 I I I I I I I NOT TO SCALE J zm I N I oN I I Q - - - - I X X-- Q I 0 W wz - ( z — — — — �� EX. 21" li I W I � a SEWER MAIN I I o OZo I I 19 Lu — O PROP. FH � I � X I >I I I PROP. IRRIGATION I y I i !w � XQQ POND 00 o , �o 78' 1 I 1 W 7 0 !ow EXR W - - I X X W '� 4 oLn=� / I cn I I �z X o o I I I I 14 cn Q w T �96' SS\ONAL ENG 1 00 00 GR � � ��w PROP. R/W a I I X 3 I I I o ma Qo I I I o TqvT�C EN S 20 x NORTH a_ x �'< Q3 I 1655�F10 to 8 X � �' � � �P od X INV IN: 2523.67 GRAPHIC SCALE IN FEET OFao ti � M0 00 0 15 30 60 FP�PROP MH 14 3 C'o wN oo�0o 0 �w PROJECT NO. O u M ATCH LI N E — SEE SHEET 05 291015009 o>>Ow %o�� oZO DRAWING FAME (j In w� � x.a X a-LZoZ /w NQ �=w OF 05 Y X O m m 78' l MATCHLINE — SEE SHEET 04 w a EX. R/W w l 22 I VW ° o 4.23 f o Lo 21 0 PROP. IRRIGATION I I 'tml o PROP. IRRIGATION M � I LL - POND PUMP HOUSE I 2 I 00 0) o N PROP. 8 C900 I p o l ;��yy, N` z I R=20.00' WATER LINE w l ( I I w I L=31.35' PROP. FH J x x I o w I _ N I I ;� \ m PROP. 8" C900 i„ I I 00 S89°16,58»E 9 � o INSTALL 8" BLOW OFF 71 18.07' L WATER LINE - \ / I -PROP. 8" C900 I I Z VALVE FOR FUTURE - I \ Lo � 1 WATER LINE CONNECTION fi W I — - 2539 2540_ ` _mx - - - o CONNECT TO I -2540 0 > EXISTING 12" 8"W 8"W s�"�ei ( EP Zo - WATER MAIN I I o DAPHNE ST Z P g"W EP - + � _0 205 LF OF ;� I \ eo 8 S Lo \ \ - Q o ch 8 PV��0.40% '� m 8 S - s PROP MH 04 0 m _ o o LI INV IN: 2517.39 X Q � � M °° DAPHNE ST w — EX. GAS I N W INV OUT: 2517.49 w w MAIN I i _ — — — — INV OUT: 2517.49 — 0 2540i _P —EP 2540 2539 EX MH 9A / / — — _ CONNECT TO cn I / \ LV — �� - - — - - - cn N89°16 58 W io \ \ LL! EX. 21 SEWER MAIN / , 5c�0� N ~ I PROP. TRAFFIC CALMING N / 10 � 6 lz INV OUT: 2516.57 17.93 - 2 - - 1 11 I CHOKER PER DETAIL ON Q - - - I TAPER EDGE OF W THIS SHEET. 0 I PAVEMENT TO MATCH R= 1.49' I I EX. PAVEMENT WIDTH L=31.49 - _ -_ - - LL_ 2 -X �2540- w I x I �- I I � 5 N I I I ©I I I I I � PROP MH 09 W PROP. 8 C900 0 I I I BLOCK 3 I INV IN: 2520.47 I WATER LINE x I I a co R/W I I 11 I 12 I 13 R W O oo I I / xl I I 3 33' I I I I I 33' I 4 �" ■� z Li 00 N � p a 5' I B�c I 5' S' B/c I 5' APN: Q co R o R0982000020 �� °° I _ _ _ _ s/W I 6'I I s/w x s/w s/w /��\ o CN � Q I PROP MH 05 I I o N Q o N w U w' I I INV IN: 2518.17 10' Y I I I I I �� 0 0 10,00 z 00 o rn _ I I INV OUT: 2518.27 � PROP. 8 C900 / I Q of () w a, i� I INV OUT: 2518.27 Lo \ PROP. FH li Q o I 4 1 cn , \ x cn WATER LINE w I Ln I z 1 — — — N O N ro c o z o li o " I w n o � EX.I 12" I 'e a.:, ��/ �O 8 W 8 W 8„W o 8 6 3 0 o WATER MAIN I I - - . - - - �p9 _ _ BRODY DR _ BLOCK 4 ■ o - " � > m 291 LF OF Io 0 °' Q 5 w 8 N m Os 836 8„S _8„S 8"S Qs N o .� EX. 21" I I I I `n J N \ 8 PV��0.40% I ;� o a-) m SEWER MAIN N Q 72 �F \ I 8" PVC ® -0.60% w I I �R— - - ° I - - - PROP MH 06 - - - - - - - - - - - \ o I I ow o m PROP MH 18 PROP MH 17 co N Z o �' I INV IN: 2518.43 INV IN: 2518.44 ;r, \ PROP MH 07 w o I II o - N cn o I � INV IN: 2518.96 .� o I 73 h INV OUT: 2518.54 N INV IN: 2519.70 \ I I Ln Z ~ m 4 _ `INV OUT: 2518.53 x m PROP. R/W I p I INV OUT: 2519.80 ©I 2 INV OUT: 2519.80 o m o Ln I 55 IIII I I � I co > ZZY N / a- LdLd EXIR W I I I I I I I I oo I Uv w � i Q 29.44'f I I I I I I I I I I I cncn o00 0 w I(VARIES) j G 6 7 8 9 x x 10 11 12 13 14C Os ry I I X X I I X I XJ m o Li I I I PROP MH 08 �Q (n l I I I I I I I i i INV IN: 2520.22 I 1 Z I BLOCK 2 cn Q } w — — — — -77 Z O — — } EX. SEWER I _ =X- - X= - X� - - - - - - MANHOLE - — — 2540 — — S89°17'52"E 630.80' - - - - - - -- T-� V o I x CAP 8" WATER , , --� Ld 71 W MAIN FOR FUTURE I 104 j W Q �w c� w I CONNECTION I I�-_� I Z 0 I � 1 r- . I�---y Q wm a-Q w h� I 7 0 LLJI N Z Z ~Z W Z APN. 05 Q Z< SO427333500 I O L o o /�/ LL L o¢ I I m Q 5W Q) Z Z ¢ I Z U x w J KEY MAP FOUND BRASS CAP J r I AT SW CORNER OF NOT TO SCALE W o SEC 27, T4N, R1 W. — — — — — 99 I — � ¢ TRAFFIC CALMING CHOKER o 3 ~na • ® — — — — — - -o0Z¢Q I No — x¢¢ Z i0 w< 50' PROP. 47' PROP. \ r ° _N o o R/W R/W Lo m Lo C) I ;n ° c) �Z� m ri \ c0�w , , , , , , , , E O a 5 16.50 16.50 5 5 16.50 16.50 5 - - _ - _ ��SS\ONAL Xz3 S/W B/C B/C S/W S/W B/C B/C S/W I NORTH Fo F I Lo R=15.00' R=15.00' o Q CENS 0o C2 m R=15.00' m ? m R=15.00 \ 0)Z 3 = 0.0 R=2 .0 I C° m 16551 /0,z Q)X w Z 2% 2q 2% 2q w uT �o 0 PROP. 4" PROP. 4" PROP. 4" PROP. 4" - - - - - - , GRAPHIC SCALE IN FEET �9ti 9TF OF o-0 w� ROLL CURB ROLL CURB ROLL CURB - - - - - — ROLL CURB \ , 0 15 30 60 ��N M c0�� PROP. 8 PROP. 8 PROP. 8 PROP. 8 0 0 SEWER WATER SEWER WATER T PROJECT NO. I U-)"o 1 =Q 0 -10 10 -18 0 -10 10 -18 I I I I X X�� 291015009 o>> w c� l o w I � I /o) DRAWING NAME ~a TRAFFIC CALMING CHOKER 5009-EP `'IX�a DAPHNE STREET TYPICAL SECTION STANDARD LOCAL STREET SECTION x ..u LOCAL ROADWAY V)c Z NOT TO SCALE NOT TO SCALE /W o¢ NOT TO SCALE �__ YxV)o 0 of 05 CP&F INST.NO, BRODY SQUARE SUBDIVISION BOOK , PAGE 2015-079246 1/4 LOT 1, BLOCK 1 OF BLACK CAT ESTATES NO. 1 SUBDIVISION, LOT 1, BLOCK 2 OF BLACK CAT ESTATES NO- 2 2T7 SUBDIVISfON, AND A PORTION OF THE SW 114 OF THE SW 1/4 OF SECTION 27, TAN', R.1 W., B.M., CITY OF _ MERIDIAN, ADA COUNTY, fDAHO NOTES 2020 BNPLATIED 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES. IRRIGATION,AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT To ANY PUBLIC STREET, UNLESS OTHERWISE DIMENSIONED.THIS EASEMENT SHALL NOT PRECLUDE THE GON5TRUGTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 5 1�16 S89'17'41"E 660.8D' PLS 11774 S8917'41•£0910.56' FOUND 5/8"RWAR,NO CAP 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING 48, 90 €5.93- ._�5.93- ,_ .83- .�`4•A'L 5,4.p0-_ r 5?ao- •_U,p� _�� _ _ _ IFOR�Y N6956'p0'f 199215' �I -® NE CORNER BLACK CAT A PERMANENT EASEMENT FOR PUBLIC UTILITES,IRRIGATION AND LOT DRAINAGE OVER THE???{?] 11 1D 8 $' I ' 'I ESTATE$NO.2 S1 UDINISION FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE???{2]FEET ADJACENT TO ANY 0 I j 0 + �20. REAR LOT LINE OR SUBDIVISION BOUNDARY. CURVE TABLE 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS �, ^, $ L MIN EFFECT AT THE TIME OF THE RESUBOIVISON. = z Cl1RVf F LENGTH RA➢IUS DELTA BERRlNG CHORB 4IRRIGATION WATER HAS PROVIDED TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM IN gOMPLIANGE WITH IDAHO CODE SECTION 31�805(1 xb),ALL LOTS WILL,BE SUBJECT TO -- .J I__-- CI 6&35 i3.50' 90100'0D" 54531'09'W fi1,52' ASSESSMENTS OF THESETTLERS IRRIGATION D]STRICT. 5i.93 55.93" Ob' �>4B� 2-Od SLT00` 5200T � `� �� 12 '2E151'E 167-� W.WAP08T ST °i C2 86-33' 43.5T 90t17'O' S44'28'51'E 81,52' 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN a 1t4.8L' _ 589 2B 51,E COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. N L1 - - - - - C3 75.01 2OW 71'35'51' 554'42'44•W 214V "5 r 58928`51 EE 124.SQ 2�-`� '� 1 `� Fr MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE �j k r ST_WIT 11 � 11 m C4 6.42' 2OOY 16 SOV 59'42 6.3T '44'W F w g I 73 G� �, { 25AM RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN MaL.6grC5 4&3v 0.01 Ar49'f79" 419W'441 44-SN I RRIGATIONORAINAGE ENTITY. • CDN89�A'Sl'W F169"RB 31,}rM56§7B'S1 F - 7-BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED `A FWD �.-�1400' -�, 2y.5' awe 110.9B' - }10-69� ' 23S 2S5'- � C6 59.95' 67'.00' 51ry0'51' H9455'44� 57-B6' 0 Y I -_, O I L=J I NORMAL HIGH GROUNDWATER ELEVATION- a 58928'S1 E y C7 31.42' 20-DLY 90V0'01' 54478,51,E 2&21F m N rd 14 _- __-, --_1}0.00�__TI _ B-THIS DEVELOPMENT RECOGNIZES SECTION 22-05O3,IDAHO CODE,RIGHT-TO-FARM.WHICH Q r.1 ____ _ _ STATES THAT NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF !n 5%%-1 EE L ,.,III �4�`51rE' ' SA9'1$'1 �_ Ol 58-W 07.0C 5i10'S1• S03'S3'2B"E 57-88' 8 $ SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED GONU ITI DNS IN OR 2S - 19 ,. 9� I a C9 45.39' 67.00' 3B'49'10- S16'53'2fi'E 44.55 ABOUT THE SU RROU NOING NON-AGRICULTURAL AGTNITIES AFTER IT HAS BEEN IN OPERATION FOR SB97E 51 rE l 11;;�Q'-. yyJ,� -t �0,0p^ MORE THAT!ONE (1)YEAR.WHEN THE OPERATION.FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIM E R IT 8EGAN O WAS CONSTRUCTED.THE PROVIS10 N5 OF THIS SECTION SHALL NOT 58918'5f'E j - y •zj - -I d S�BZA'51 E �n APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN ''�--- -• III S, a AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. a SB928'5�'E _ y to 1B I� k © n UNE TABLE LINE TABLE '� -! _U0.00_' 17• 9-LOTS 12 AND 22.BLOCK 1;LOTS 1,5 AND 14.BLOCK 2;LOT$,BLOCK 3;LOT 6,BLOCK 4 AND LOTS 1 tli •S Z.Q4 $ --- - ---- a - LINE # LENGTH BEARING LINE LENGTH BEARING AND 11,BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRO DY SQUARE �m �8 L� SHT28'51 EE--- -- _ _ co S89785$A - C 1iD,q�=7- 4 g { 5892851E 7 28.24' S4537'O5'W 5 8.67' 5442255,E HOMEOWNERS ASSOCIATION- SAID LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC N89'17'06`W _ Qm I W - 57 $ UTILITIES,PRESSURE IRR CATION AND LOT DRAINAGE. 3(}.0(}' 18 y,+ 5 58978,51,E L -•--1F3J19-.- 3 8 _ .-11U00.-...J L2 28.33' 54472'55% L16 25-W NOT1061E 10-THIS DEVELOPMENT IS SUBJECTTOTHE TERMS OF A DEVELOPMENT AGREEMENT WITH THE 0 5892831,E �+ c''Zg 51.E-Sci CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY,IDAHO- �y c,3 21,25' N44x2',WW L17 25.W' NB'31b6fE �g76�1� {1 y Q 11-PORTIONS OF LOTS 9,81-OCK 3 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA L4 71.19' 445'3YD5°E Lid 23,`,>0' N0'S1'D9'E COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED 5�28 51,E 12 Q4'-.- +tti 1E4-DP _ - L5 25.90' SP31'09"W L19 2A50' N0'St'09"E 8Y THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT 1t2C0 _-t - ._ a 565.29'S1 E RECORDED ON NOVEMBER 10.2015,AS INSTRUMENT NUMBER 20 15-103256,OFFICIAL RECORDS OF a L6 10-W 4021TS2'W L20 $9.36' S45-31'LM•N ppp COUNTY,AN INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTE IN FULL(THE 10-W 5847 Mp; { "j 1 1+ a "MASTER EASEMENT"]. THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE }j,p0' ._-_- 15 �_. 9,52,E L71 1.8T S45"31'09'W S8928'S1'E-{; [o DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40�-2302 IDAHO CODE. w 22 19 rj 589'2�BY5t'E _ _ -y7?-0�!r'," ---c„837g�� 0' uI; 1- L9 21.21' NM'28'51,W L22 1.85' N4478'51'W THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER I ----k10.00P.._-..� Q I L'1 I g ^FW" DRAINAGE SYSTEM. h 569Q1'€ - �- Q L9 21.21' H45'31'09'E L25 1A36' N4418'5t'W i --•312.QA'-- 14 %� I O-5 12•THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF:AN ADA COUNTY HIGHWAY DISTRICT he 110.00�__�, _ LID 23.58• SB9'I7'52-E L24 25.00' NC'31'(19-E ,g LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. .RECORDS OF ADA COUNTY, yp Q 5.897851E .-112.00-._-'n --589'26'5iC -I "v -- - IDAHO. ag Lt1 n..W S69'r752'E L25 10.0II' %9'28'51-E L__-1}C,p4'.-_- v _ 59 •ST ____ ��'"o z 13-LOT 12,BLOCK 1,AND LOT 5,BLOCK 2 SHALL BE SUBJECT TO A COMMON DRIVEWAY ACCESS Q L12 237 54537'05"W L28 MCC W89285T"W IU' :� ____110.0� _ EASEMENT IN FAVOR OF LOTS 9.10,AND 11.BLOCK 1.AND LOTS 6,7,AND 8.BLOCK 2-THE 30' 10' S89'2651`E -. •51 - - H`!1F 1t -- - LI3 S&BC 54537'05"W L27 y8.00' N89'iT52"W HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE COMMON 21 ----' SB9Z8'S1 E DRIVEWAY AS REQUIRED BY CITY OF MERIDIAN UDC 11-6C-3b-7-SAID LOT IS ALSO COVERED BY A I M 215' 235 BLCCK 3 3 O f L14 �]$' Sii'22'S5'E BLANKET EASEMENT FOR PUBLIC UTILITIES. L__sa9�ss17E-_"I - u�D I10. --58838 SLE a 14-THAT PORTION OF W.DAPHNE STREET INCLUDED IN THIS DEVELOPMENT WAS PREVIOUSLY 58916,58,E 100. � {► FOUND 5x NOW�, 108.32 PLACED CAP PIS 11118 DEDICATEE)FOR PUBLIC RIGHT-OF-WAY PER THE BLACK CAT ESTATES NO.2 SUBDIVISION PLAT- - - - 30.00' - ` 58416,58,E 1760, 9 SB916'58'E933.50' DAPHNE ST. W. DAPHNE ST. - ib•�C7 J 1 10C-0p �T ��S 95-W' PLS H779 - zN^ 1 foe32 LEGEND � N89R8s2'W �� r,, � 58928'52•E 233.80' �--5�1750LSE-m, .- $ i5- _M45- ._5RRSS� �955- 735'{235' O FOUND BRASS CAP MONUMENT ACHD PERMANENT SIDEWALK R Ix EASEMENT LINE PER 589'2652E{ h8 r8 I95'� ut ® FOUND 518"RJ;BAR AS NOTED g INSTRUMENT NO, r•+ (� _ ,,; f0 ;,K 11 ;,,., 12 ;,,, 13 SET 112"REBAR WITH PLS 11118 v - ❑ PUBLIC UTILITY,IRRIGATION AND LOT L1�OQ 10,� 215 235' j� to x 19 PLASTIC CAP DRAINAGE EASEMENT LINE,SEE NOTES 1 8 ' - - 1 1 p 987E-g $ a0tl oI ® SET 518"REBAR WITH PL3 77118 _ __ _ _ _ OTHER EASEMENT LINE AS NOTED PLASTIC CAP ---_.-----•---------•-- SURVEY TIE LINE i W.APGARST ❑ CALCULATED POINT,NOT SET L-5�93$'S2 .1278➢' rL's {eYi SUBDIVISION BOUNDARY LINE �y 2 _ 58978'S2"E 277.,Iv_+r ,� am 4 d a __ __ 1•L] LJN8978'52,w 167,DU'C8 �_ tu•�]0.�-- -- CENTER LINETION S LOT LINE f ADJACENT PROPERTY LINE SS.Lp- _5200'-- 52OU - 50CD' W 5600 -MO �52�-. l8 3893852� 3 1 D(� _ ACHD STORM WATER DRAINAGE r { j }' 5' 4,80 2 # ----------- EASEMENT LINE.SEE NOTE 11 18 LOT NUMBER 6 7 8 9 10 11 14 I Q � D ��I D ,2 13 . E LLAN 3e fa by Te s69 ze'srE 25 aLr 9LOCNj 12 21ROY _ _ CLINTON W.HANSEN a 1 � � $ a •••••• FOI1Np 5�6'No CAP L10 L11 1 PIS 11779 1 PLS 11118zI PLACW CAP PLS 11118 N89'17'52'W 63>7.Sfl' 10'PUBLIC UTIWIES,DRAINAGE, C1` •1, 4� 4r= s POINT OF BEGINNING (58959 30•W) AND IRRIGATION EASELIELIT PER ' F OF, Lan lutions UNFIATIEO PLAT OF BLACK CAT ESTATES No.1 ON W-,({¢• SURVEYOR'S NARRATIVE Land Surveying and Consulting 0• 4D' 1(' 1B0' THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES 231 E.5TH ST-,STE.A •'---28 27 TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED MERIDIAN,ID 83642 W. ILICMIU AN RD. SUBDIVISION DOUR CARIES OF BLACK CAT ESTATES NO.1,BLACK CAT ESTATES (208)288-2040 fax(208)288-2557 33 31 SCALE:1"=80, NO-Z,INFORMATION FROM RECORD OF SURVEY NUMBERS 7762.AND CURRENT www-landSplutionS.biz CP&F INST.N0. DEEDS OF RECORD.THE SURVEYED MOFIUM ENTATION AND CONTROLLING 2015-079245 BOUNDARIES FIT THE RECORDS WELL AND WERE ACC EPTEO TO ESTABLISH THE BOUNDARY FOR THIS SU BDNISION SHOWN HEREON. SHEET 1 OF 3 J06 M1�.]6-49 Street Name Evaluation Response Sheet 5ubdi►►isionllurisdktion: Brody Square Sub/Meddian AI❑ Representatives: Comments 1 Ada County Assessor Approved As Reviewed 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer] 4 Ada County Development Services Approved As Reviewed 5 Meridian Fire No ResponselDefer 6 City of Meridian Approved As Reviewed 7 No Response/Defer $ No Response/Defer 9 No Response/Defer US HWY 26 41 v 27 GONDOLA DR m SITE DAPHNE ST p cQ MCMILLAN RD T4N, R1 W, SEC. 27 = 'Kimle >>> H rn " ' ' v o CP&F INST. NO. BRODY SQUARE SUBDIVISION BOOK , PAGE 2015-079246 28 1/4 27 LOT 1 , BLOCK 1 OF BLACK CAT ESTATES NO. 1 SUBDIVISION, LOT 1 , BLOCK 2 OF BLACK CAT ESTATES NO. 2 SUBDIVISION, AND A PORTION OF THE SW 1 /4 OF THE SW 1/4 OF SECTION 27, TAN., R. 1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO NOTES 2020 UNPLATTED 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION,AND LOT DRAINAGE OVER THE TEN (10)FEET ADJACENT TO ANY PUBLIC STREET, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. S 1/16 S89"17'41"E11 PLS 11779 S89'17'41"E 1990.56'660.80' FOUND 5/8" REBAR, NO CAP 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING 48.00' 25.00' ,- 55.93_ 55.93' 55.93' -54.00' 54.00'__ 52.00'__ _ 52.00' __52.00' �.00' �2.00' 5200' NE CORNER BLACK CAT A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE ???(?) F_ - f �; (FORMERLY N89'58'00"E 1992.15') ESTATES NO. 2 SUBDIVISION FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE??? (?) FEET ADJACENT TO ANY 11 10 �9 �8 7 o� � � REAR LOT LINE OR SUBDIVISION BOUNDARY. w w w zw w O w Iw w w w w o� b� ill m 0 o� rn 'rn �rn o rn ^ to n to ,� to °' o of :0 0`00 to to to to ^ o o CURVE TABLE 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS o M M M �_ IM _ M of ;M o_ ;�, o_ ;M o oI o IN EFFECT AT THE TIME OF THE RESUBDIVISON. Z z z z z �, 'z z z z z z CURVE # LENGTH RADIUS DELTA BEARING CHORD 4- IRRIGATION WATER HAS PROVIDED TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM O J 22 - J T -5T�', 1 - r J � i r � j IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b).ALL LOTS WILL BE SUBJECT TO 1 - --BLOCKI 1 - C1 68.33' 43.50' 90'00'00" S45'31'09"W 61.52' ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 55.93' S5.93 55.93 54.00 J 54.00 52.00 52.00 52.00` 52.00` 52.00 52.00` L26 N S89'28'51"E 167.00' C2 68.33' 43.50' 90'00'01" S44'28'51"E 61.52' 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN L25 12 114.80' G W. AVILLA DR. N S89'28'51"E J COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. N _ _ _ - C3 25.00' 20.00' 71'36'51" S54'42'44"W 23.40' CN) ¢z S89'28'51"E 124.80' h �' 277.30' M 133.50' m 6-MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE L� o o O /�' C,y 88 74 29 `� �p 95.00' 11 J C4 6.42' 20.00' 18'23'09" S9'42'44"W 6.39' RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN w 0 13 N 238.80 �� U O w o v o o L31 �1� �`ti 108.69 C5 45.39' 67.00' 38'49'09" N19'55'44"E 44.53' IRRIGATION/DRAINAGE ENTITY. �, �� o N89'28'51 W `--- - -'� 23.5' 23.5' a, 110.98' SEE NOTE 11 _ N89 28 51 W S128'51-Y a,I_ 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED C140 0 110.69' b� 23.5' 23.5' coo C6 59.85' 67.00' 51'10'51" N64'55'44"E 57.88'a i _ Ol �� 20 o0 1 rri oo NORMAL HIGH GROUNDWATER ELEVATION. J Z ��o of S89'28'S1"E 112.00'_ J z C7 31.42' 20.00' 90'00'01" S44'28'51"E 28.28' 0 00 �2,0�__-� 110.00� o_ 8-THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH 0 14 2 0 "' STATES THAT NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF n m I o S89'28'51'E o --- -- -- s C8 59.85' 67.00' 51 10'51" S63'53'26"E 57.88'z^ c" � � m r S89'28'51°E-- - � � S89'28'51 E o z Z -__110.0�__ o 00 0 o ~o m M SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR _ S89'28'51'E I o O I� lc i 9 00 U) C9 45.39' 67.00' 38'49'10" S18'53'26"E 44.53' ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR i z_ _ 1 19 O o o •o _ L_ 112.00' J Q MORE THAN ONE 1 YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE N; C4S89-28'51"E"E p z LINE TABLE LINE TABLE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT U - o O O a S8928'51 E �r w�„ APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN w ^ �10' o S89'2851"E d LINE LENGTH BEARING LINE LENGTH BEARING w � o O 0 3 o a 18 o L�I O oo # # AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. o Y b� S89'28 51'E 112.00 10- �� N u'�10' 0' "' `` co" �, 0 16 0 - o 1.12.0� 1 --�10.0� _ Y L1 28.24' S45'3T05"W L18 23.50' NO'31'09"E 9- LOTS 12 AND 22, BLOCK 1; LOTS 1, 5 AND 14, BLOCK 2; LOT 9, BLOCK 3; LOT 6, BLOCK 4 AND LOTS 1 o ,N O �C S89*28'51"E o LLI °O AND 11, BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRODY SQUARE 1 b =o o - - S89'28'S1 E Y L2 28.33' S44'22'55"E L19 23.50' NO'31'09"E > ^ S89'28'S1'E a o c> HOMEOWNERS ASSOCIATION. SAID LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC N8917 06 W °° ---110.D�to'i I� M c I Lo o w ao 17 Co Z L 7 o m L3 21.25' N44'22'55"W L20 19.36' S45'31'09"W UTILITIES, PRESSURE IRRIGATION AND LOT DRAINAGE. 30.00 18' w of v S89'28'S1"E �,lo �____ 112.00' o �, �109� _'n� 10-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE o� o,0 0 - -- _ L4 21.18' N45'3T05'E L21 1.85' S45'31'09"W c"m O h �� 5 , z S89'28'51"E o v CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. - RECORDS OF ADA COUNTY, IDAHO. o m 17 N 0' S89'28'51'E rn "� - 1l2'_0� _ �' --S89'28'51 E Y CD L5 25.00' SO'31'09"W L22 1.85' N44'28'51"W � 6OCD 11-PORTIONS OF LOTS 9, BLOCK 3 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA 16 0 0l� � ml COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED S89'28'S1"E T o0 0 112.00'- O 4, �, 0'�]p.00 -�i L6 10.00' N89'28'52"W L23 19.36' N44'28'51"W o 00 _ BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT oN 18 � �lo _ S89'28'51"E o 0' 112.0� 1 o�--S89'28'51 E w z L7 10.00' S89'28'52"E L24 25.00' NO'31'09"E RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NUMBER 2015-103256, OFFICIAL RECORDS OF o __ n �n z o _ __ _ CD M to S89'28'51 E o O o C"4 a 0-w ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE --110.0� �' 15 o z L8 21.21' N 44'28'51"W L25 10.00' S89'28'51"E z _ - I "' J"' oo O o U) Q Z "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE g o a ^ S89 28'51"E ---_ 112.00' 4 �1Q.0�-- rn =w cA LLJ _ l N 00 0 w L9 21.21' N45'31'09"E L26 10.00' N89'28'51"W DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. 00 N 22 0 19 ro S89'28`51" mw__10 i� S89'28'51 E N N~ THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER � O �; oo, o ____ do� o ' 'w L10 23.50' S89'1 T52"E L27 18.00' N89'1 T52"W _ 1 ��'� __ 11090'_ - Q O -- 1 O Io �'W DRAINAGE SYSTEM. _ S89'28'51 E d 4 0 = _z Y cn Ln _ _ o o = a L11 23.50' S89'17'52"E L28 13.69' NO'31'09"E 12-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT a o 112.00---J 14 ro --�10.0�__� O� �� m z S89'28'51"E r _ 4 1 - a m N -N c� LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. , RECORDS OF ADA COUNTY, 00 20 0 S89'28'51"E- "`� - -�---1 r7 m E w L12 2.37' S45'37'05"W L29 11.34' S89'28'51"E 10, ---',N I W of io S89'28'51"E-112.00' a� S89'28'S1 E o O�o =�CL_o IDAHO. "'' "' I W �' O toO3 (/)�� o Q L13 18.80' S45'37'05"W L30 24.04' S27'37'05"E 13-LOT 12, BLOCK 1,AND LOT 5, BLOCK 2 SHALL BE SUBJECT TO A COMMON DRIVEWAY ACCESS __ 112.00' �� L32 "' �"' Q EASEMENT IN FAVOR OF LOTS 9, 10,AND 11, BLOCK 1, AND LOTS 6, 7, AND 8, BLOCK 2. THE SEE -__10.0T- L14 2.38' S44'22'55"E L31 30.38' S89'28'51"E 30' 18' o S892851'E Z <- HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE COMMON �o _ _-589'28'51'F_ �� NOTE 11 �__ __�__ �� 21 ^ o ---J J S89'28'51'E L15 18.8T S44'22'S5"E L32 109.22' S89'28'S1"E DRIVEWAY AS REQUIRED BY CITY OF MERIDIAN UDC 11-6C-3D.7. SAID LOT IS ALSO COVERED BY A n, ,cVn 23.5' 23.5' M�o BLANKET EASEMENT FOR PUBLIC UTILITIES. cy; �__ 928'51"E-_ BLOCK 3 1 O o L16 25.00' NO'31'08"E L33 49.71' N59'2T07"E LO _S8U8'51-1_- 14-THAT PORTION OF W. DAPHNE STREET INCLUDED IN THIS DEVELOPMENT WAS PREVIOUSLY � �� 100.00'0 1 l� FOUND 5/8" NO CAP L17 25.00' NO'31'08"E L34 4.35' NO'31'09"E S89'16'58"E 1 �� 108.32' PLACED CAP PLS 11118 DEDICATED FOR PUBLIC RIGHT-OF-WAY PER THE BLACK CAT ESTATES NO. 2 SUBDIVISION PLAT. 30.00' �n O S 95.00' cv S89'16'58"E 176.50' 1 S89.16'58"E 133.50' W. DAPHNE ST. W. DAPHNE ST. �-u N - - co - - O� �� O 100.00 �c� rn N 6 95.00' J PLS 11779 cv 110.00' N I<> 108.32' 01 o -- -- S89.28'52"E 233.80' - -" - LEGEND N89'28 52"W ;�_ S89'05'05 E a, O ,00 o,o, 58.45 58.45' 58.45' 58.45_ 23.5'1 23.5' c^° O , co O 1 O CN o �� i0� 30' 18' o � L_11000'_ _ �' �1'Mo I�5 -__�10.OIL ' Q 00 FOUND BRASS CAP MONUMENT ACHD PERMANENT SIDEWALK o - - -- 1z w co -- •�-n--- EASEMENT LINE PER S89'28'52"E rr 00 0 0o o ro �0 00 ® FOUND 5/8 REBAR AS NOTED w C> L oo o 0 10 0I 0 °0° 0 0 o rn S89 28 52 E zo INSTRUMENT NO. 3 Sri O Sri 11 �I Sri 12 u i 13 o� O4 0 <n 0 ory O 23.5' 23.5' o o o o z of to m O SET 1/2" REBAR WITH PLS 11118 PUBLIC UTILITY, IRRIGATION AND LOT _110.00'_ 1o' N N I� o, o PLASTIC CAP DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 o +--_mQO� - `� SET 5/8" REBAR WITH PLS 11118 10 rn z 10'S89*2852"E o 5y 5.00' 01 -,- `�i ® - - OTHER EASEMENT LINE AS NOTED 0o _� _ S89'28 52'E II o� PLASTIC CAP a M M O C'j 58.45 58.45 58.45' 56A5 �� 1 T io z SURVEY TIE LINE L_S8�28'5�_124�0'�� C' M of O o W; ❑ CALCULATED POINT, NOT SET SUBDIVISION BOUNDARY LINE 00 W. BRODY DR. S89'28'52"E 277.30' N a N L6 Lo 114.80' - - - - BLOCK 4 N c - - - - SECTION LINE �10' LOT LINE L7 J 5 N89'28'52"W 167.00' Y - - CENTER LINE ADJACENT PROPERTY LINE O r 55.00' �5290'__ �5.2�Q'-- �50.00'� 50.00' 50.00'. 50.00' 52.00' _n(. 04 S89'2852"E Y°° 6 ACHD STORM WATER DRAINAGE 18 LOT NUMBER �5' 4.80' o' (D o Q EASEMENT LINE, SEE NOTE 11 1 3 O iwO iwO ^ wO w 10 0 w 11 w 12 w 13 I� cool m o i o �� 'o �� 'o �� _o _o �� o 'o ca.,�� 'o � -- L10o0' 10' LLA�0 0 o oof oo o o I o o , S89'28'52 E S��NP1STFo`rG.P cn z z z z z z z 4 �� to S89'28'51'E 30' 18' BLOCKS 2 5'� o � ro o� �� R .c 30.00' 25.00' co co _ � j� 19.80 LINT N W. HAN EN o L27 " 50.00' S0.00' 55.00 52.00 5 .00' C O S a 1 1 1 18 50.00' 50.00 52.00� L10 L11 110.00' N O FOUND 5/8 NO CAP " PLS 11118 1 PLACED CAP PLS 11118 N8917 52 W 630.80 10' PUBLIC UTILITIES, DRAINAGE, PLS 11779 i � -- in o (S8959'30"W) AND IRRIGATION EASEMENT PER `� TF OF N POINT OF BEGINNING NP TT PLAT OF BLACK CAT ESTATES N0. 1 �TO NPR ol Ons U LA ED N W. La SURVEYOR'S NARRATIVE Land Surveying and Consulting THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES 231 E. 5TH ST., STE. A 28 27 01 40 80 160 TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED MERIDIAN, ID 83642 W. MCMILLAN RD. SUBDIVISION BOUNDARIES OF BLACK CAT ESTATES NO. 1, BLACK CAT ESTATES (208) 288-2040 fax (208) 288-2557 33 31 SCALE: 1" - 80' NO.2, , INFORMATION FROM RECORD OF SURVEY NUMBERS 7768,AND CURRENT www.landsolutions.biz CP&F INST. NO. DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING 2015-079245 BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE SHEET 1 O F 3 BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB N0. 20-49 BRODY SQUARE SUBDIVISION BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL STATE OF IDAHO PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING COUNTY OF ADA S.S. DESCRIBED PROPERTY IN THIS PLAT OF BRODY SQUARE SUBDIVISION; A PARCEL BEING LOT 1, BLOCK 1 OF BLACK CAT ESTATES NO. 1 SUBDIVISION, AS SHOWN IN BOOK 29 OF PLATS ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID ON PAGES 1798 AND 1799, RECORDS OF ADA COUNTY, IDAHO; LOT 1, BLOCK 2 OF BLACK CAT ESTATES NO. 2 STATE PERSONALLY APPEARED RANDAL S. CLARNO, KNOWN TO ME TO BE A MEMBER OF PINNACLE LAND SUBDIVISION, AS SHOWN IN BOOK 32 OF PLATS ON PAGES 1945 AND 1946, RECORDS OF ADA COUNTY, IDAHO; DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING AND A PORTION OF THE SW '/4 OF THE SW '/4 OF SECTION 27, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SAME. COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SAID SECTION 27, IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN FROM WHICH A BRASS CAP MONUMENT MARKING THE NORTHWEST CORNER OF THE SW '/4 (W '/4 CORNER) OF THIS CERTIFICATE FIRST ABOVE WRITTEN. SAID SECTION 27 BEARS N 0°31'09" E A DISTANCE OF 2637.37 FEET; THENCE N 0°31'09" E ALONG THE WEST BOUNDARY OF SAID SW '/4 OF SECTION 27 A DISTANCE OF 329.40 FEET MY COMMISSION EXPIRES TO A POINT; THENCE LEAVING SAID BOUNDARY S 89°28'51" E A DISTANCE OF 30.00 FEET TO A POINT ON THE EASTERLY RESIDING AT RIGHT-OF-WAY OF N. BLACK CAT ROAD BEING THE SOUTHWESTERLY CORNER OF SAID LOT 1, BLOCK 1 OF SAID BLACK CAT ESTATES NO. 1 SUBDIVISION AND THE POINT OF BEGINNING; THENCE ALONG SAID RIGHT-OF-WAY, ALSO BEING ALONG THE WESTERLY BOUNDARIES OF SAID BLACK CAT NOTARY PUBLIC FOR THE STATE OF IDAHO ESTATES NO. 1 SUBDIVISION AND SAID BLACK CAT ESTATES NO. 2 SUBDIVISION, N 0°31'09" E (FORMERLY N 0-12-30" W) A DISTANCE OF 659.36 FEET TO THE NORTHWESTERLY CORNER OF SAID LOT 1, BLOCK 1 OF SAID BLACK CAT ESTATES NO. 2 SUBDIVISION; THENCE LEAVING SAID RIGHT-OF-WAY N 89°17'06" W A DISTANCE OF 30.00 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SW '/4; THENCE ALONG SAID BOUNDARY N 0°31'09" E A DISTANCE OF 329.79 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY S 89°17'41" E A DISTANCE OF 660.80 FEET TO THE NORTHWESTERLY CORNER OF LOT 2 OF BLOCK 2 OF SAID BLACK CAT ESTATES NO. 2 SUBDIVISION; THENCE S 0°31'08" W (FORMERLY S 0-12-30" E), PARTIALLY ALONG THE BOUNDARY LINES COMMON TO LOTS 1 AND 2 OF BLOCK 2 OF SAID BLACK CAT ESTATES NO. 2 SUBDIVISION, AND LOTS 1 AND 2 OF BLOCK 1 OF SAID BLACK CAT ESTATES NO. 1 SUBDIVISION, A DISTANCE OF 989.12 FEET TO THE SOUTHEASTERLY CORNER OF CERTIFICATE OF SURVEYOR SAID LOT 1, BLOCK 1 OF BLACK CAT ESTATES NO. 1 SUBDIVISION; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID LOT 1 N 89'17-52" W (FORMERLY S 89°59'30"W)A DISTANCE I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE OF 630.80 FEET TO THE POINT OF BEGINNING. STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY THIS PARCEL CONTAINS 14.55 ACRES MORE OR LESS. REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF \ON L LANpSG p, ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR 05 �G1ST£,Q� ,PL ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID 0 USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. CLINTON W. HANSEN a 1 1 1 18 0 IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF PLS 11118 20 �j lF OF PINNACLE LAND DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY N W NPR BY RANDAL S. CLARNO, MEMBER 01 0 j Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-49 SHEET 2 OF 3 BRODY SQUARE SUBDIVISION BOOK , PAGE HEALTH CERTIFICATE APPROVAL OF THE CITY ENGINEER SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE APPROVE THIS PLAT. CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. CITY ENGINEER — MERIDIAN, IDAHO CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. ADA COUNTY SURVEYOR CITY CLERK CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF ADA COUNTY HIGHWAY DISTRICT DATE: THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY COUNTY TREASURER DISTRICT COMMISSIONERS ON THE DAY OF , 20 PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF COUNTY RECORDER TRUSTEE OF EXISTING PUBLIC RIGHT-OF-WAY STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF ACKNOWLEDGMENT LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON STATE OF IDAHO ) THIS DAY OF 20 , IN BOOK OF PLATS AT PAGES COUNTY OF ADA 3 S.S. ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID DEPUTY EX-OFFICIO RECORDER STATE PERSONALLY APPEARED , KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF THE ADA COUNTY HIGHWAY DISTRICT, THE PERSON WHO EXECUTED THIS INSTRUMENT ON BEHALF OF SAID DISTRICT, AND ACKNOWLEDGED TO ME THAT THE ADA COUNTY HIGHWAY DISTRICT EXECUTED THE SAME. FEE: IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. MY COMMISSION EXPIRES RESIDING AT \�NPL LA AIDS NOTARY PUBLIC FOR THE STATE OF IDAHO o O CLINTON W. HANSEN a 1 1 1 18 0 Land Surveying and Consulting PLS 11118 NjA � 231 E. 5TH ST., STE. A ��j 9rF �pV_�<v MERIDIAN, ID 83642 0F tiT� P� (208) 288-2040 fax (208) 288-2557 N W• N www.landsolutions.biz JOB NO. 20-49 SHEET 3 OF 3 LANDSCA IM ROV M NT LANS SITE DATA ZONING: R-8 GROSS ACREAGE: 15.00 AC NET ACREAGE: 13.90 AC FOR TOTAL NUMBER OF LOTS:73 NUMBER OF BUILDING LOTS:64 NUMBER OF COMMON LOTS:9 GROSS DENSITY:4.27 DUTAC BRODY SQUARE DEVELOPMENT TYPE:SINGLE FAMILY RESIDENTIAL A PORTION OF THE SW 4 OF SECTION 27, TOWNSHIP 4 NORTH , RANGE 1 WEST ADA COUNTY, IDAHO OWNER/DEVELOPER CIVIL ENGINEER/ LAND SURVEYOR LANDSCAPE ARCHITECT PINNACLE LAND DEVELOPMENT, L.L.C. LAND PLANNER IDAHO SURVEY GROUP KIMLEY-HORN AND ASSOCIATES, INC. 7629 E PINNACLE PEAK ROAD#110 9955 W. EMERALD ST. 7740 N 16TH STREET,SUITE 300 SCOTTSDALE,AZ.85255 KIMLEY-HORN AND ASSOCIATES, INC. 950 BANNOCK STREET SUITE 1100 BOISE, ID 83704 PHOENIX,AZ 85020 TELEPHONE:(480)401-0800 BOIS02 PHONE:(208)846-8570 PH: (602)906-1106 PHONE: CONTACT: RANDY CLARNO E, IDAHO 837 PHONE:(208)297-282885 CONTACT:CODY MCCAMMON, PLS CONTACT:ANNE DEBOARD, PLA CONTACT:BRANDON MCDOUGALD, PE PLANTING LEGEND LANDSCAPE NOTES LANDSCAPE REQUIREMENTS EVERGREEN TREES SHRUBS 1. ALL LANDSCAPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF REQUIREMENT REQUIRED PROVIDED BOTANICAL NAME /COMMON NAME SIZE QTY BOTANICAL NAME/COMMON NAME SIZE QTY MERIDIAN ORDINANCE REQUIREMENTS. • Juniperus scopulorum 'Moonglow' 6-8' Ht. B&B 17 0 Cornus alba 'Bailhalo' 5 Gal. 71 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND STREET BUFFER Moon Glow Juniper Ivory Halo Dogwood IRRIGATION SYSTEM. • _ Picea abies 6-8 Ht. B&B 2 g 3. NO TREES SHALL IMPEDE THE 40 VISION TRIANGLES AT ALL INTERSECTIONS, •. ONE BLACK CAT RD 958 LF x 25 LF 958 LF/35 LF 27 TREES 35 TREES ® Lavandula an ustifolia 'Hidcote Blue' S Gal. 67 Norway Spruce Hidcote Blue English Lavender NO CONIFEROUS TREES OR SHRUBS OVER THIGH AT MATURITY WILL BE Lavandula angustifolia 'Thumbelina Leigh' 5 Gal. 6 LOCATED WITHIN VISION TRIANGLE OR ACHD ROW. AS TREES MATURE, THE QUALIFIED OPEN SPACE Picea pungens 'Hoopsii' 6-8' Ht. B&B 4 Thumbelina Leigh English Lavender • Hoops Blue Spruce � Physocarpus opulifolius 'Dart's Gold' S Gal. 49 OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET ACHD • ONE 1 DECIDUOUS TREE PER 78 843 SF 8 000 SF — 10 TREES 85 TREES Pinus flexilis 'Vanderwolf's' 6-8' Ht. B&B 14 Darts Gold Ninebark REQUIREMENTS FOR MAINTAINING CLEAR VISIBILITY WITHIN 40 STREET AND ( ) � / � — DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED NO CLOSER THAN 50' EVERY 8,000 SF Vanderwolf's Pine 0 Physocarpus opulifolius 'Donna May' 5 Gal. 54 FROM INTERSECTION STOP SIGNS. TREES SHALL NOT BE PLANTED WITHIN 5' OF •• 78,843 SF (1.81 AC) OF OPEN SPACE SHADE TREES (CLASS III) Little Devil Ninebark WATER METERS OR UNDERGROUND UTILITY LINES. e Rhamnus frangula 'Ron Williams' S Gal. 43 PATHWAY Fine Line Buckthorn BOTANICAL NAME / COMMON NAME SIZE QTY 4. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR Platanus x acerifolia 'Bloodgood' 2" Cal. B&B 2 Rhus aromatics 'Gro-Low' 5 Gal. 16 SUBSTITUTIONS OF SIMILAR SPECIES THAT ARE SUBJECT TO CITY FORESTER'S ONE (1) TREE PER EVERY 100 LF 800 LF/100 LF = 8 TREES 8 TREES + Bloodgood London Planetree Gro-Low Sumac PRE-APPROVAL. PLANTING BED DESIGN AND QUANTITIES MAY BE ALTERED .. 800 LF OF PATHWAY Ribes alpinum 'Green Mound' 5 Gal. 17 DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND WIRE BASKETS TO Green Mound Alpine Currant BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY TOTAL TREES: 45 TREES 128 TREES* Quercus bicolor 2" Cal. B&B 1 ® Rosa 'Flower Carpet-Noare' 3 Gal. 34 DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY Swamp Oak Red Flower Carpet Rose REMOVED FROM TREES. GRASSES 5. ALL EXISTING TREES TO BE REMOVED WILL BE MITIGATED FOR WITHIN THE BOTANICAL NAME/COMMON NAME SIZE QTY COMMON LOTS AND LANDSCAPE BUFFERS. SEE LANDSCAPE CALCULATIONS APPROXIMATELY NINETY THREE (93) EXISTING TREES ON SITE ARE TO BE REMOVED AND MAY SHADE/STREET TREES (CLASS II) FOR TREE MITIGATION CALCULATIONS. REQUIRE MITIGATION. VERIFY ALL MITIGATION REQUIREMENTS FOR TREES TO BE REMOVED BOTANICAL NAME /COMMON NAME SIZE Q Blue geloua CITY Bo rams Grass grarass Blonde Ambition' 1 Gal. 13 6. ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION WITH MERIDIAN CITY FORESTER PRIOR TO REMOVAL. Calama Fraxinus americana 'Autumn Purple' 2" Cal. B&B 6 � rostis arundinacea K.F. 1 Gal. 56 WITH PROTECTIVE FENCING. Autumn Purple Ash Karl Foerster Reed Grass * EXTRA TREES PROVIDED ABOVE THOSE REQUIRED FOR MITIGATION Helictotrichon sempervirens 1 Gal. 26 MITIGATION REQUIREMENT: 1,367 CAL INCHES = 684 (2" CAL) TREES Gleditsia triacanthos inermis 'Skycole' 2" Cal. B&B 8 Blue Oat Grass MITIGATION PROVIDED: 166 CAL INCHES = 83 (2" CAL) TREES ° Skyline Honeylocust Miscanthus sinensis 'Gracillimus' 1 Gal. 42 MITIGATION REMAINING: 1,201 CAL INCHES = 601 (2" CAL) TREES Ld Maiden Grass ' Sc aide r Grass sco arium 'Standing Ovation' 1 Gal. 4 ** COORDINATING WITH MERIDIAN CITY ARBORIST TO CREATE A TREE w� Tilia cordata 2" Cal. B&B 4 y P g MITIGATION ALTERNATIVE FOR THE PROPERTY �� • Littleleaf Linden Standing Ovation Little Bluestem PERENNIALS QQ wo ORNAMENTAL TREES (CLASS I) BOTANICAL NAME/COMMON NAME SIZE QTY (ifU) <a BOTANICAL NAME /COMMON NAME SIZE QTY ® Achillea millefolium 'Saucy Seduction' 1 Gal. 6 �Q Saucy Seduction Yarrow ~Z Acer tataricum 'Garann' 6-8' Ht. Multi-Stem 7 Hot Wings Maple ® Echinacea purpurea 1 Gal. 85 �r Purple Coneflower o Li Malus x 'JFS-KW5' 2" Cal. B&B 7 0 Gaillardia x 'Arizona Sun' 1 Gal. 68 Z0 ° Royal Raindrops Crabapple Arizona Sun Gaillardia z 01- Prunus virginiana 'Canada Red' 6-8' Ht. Multi-Stem 24 > Hemerocallis 'Stella de Oro' 1 Gal. 98 Canada Red Chokecherry Stella de Oro Daylily O J Penstemon digitalis 'Husker Red' 1 Gal. 44 8 0-o Pyrus calleryana 'Glen's Form' 2" Cal. B&B 32 Husker Red Penstemon a 0, . Chanticleer Pear Rudbeckia fulgida 'Goldstrum' 1 Gal. 96 Z O X Black Eyed Susan 0 N x `m oar Q+ Sedum rupestre 'Angelina' 1 Gal. 12 = N(n rn Q r �,_� EXISTING TREES Angelina StonecropLd U O U X 0 a� y�y Existing Evergreen Tree to Remain MATERIALS LEGEND o Y LLJ 3 mC/i J~ J ~O co) oQ 4111��'��'r DESCRIPTION QTY 0 o Z-,-Z Existing Deciduous Tree to Remain Festuca rubra 1,990 SF 0 0 L-,�,ZQC) nmown e Fescue Z �=wZ , W y Lawn 65 230SF 0 or Existing Evergreen Tree to Be Removed W W W W W Blue Grass/Rye Sod LO LQ -,� co oY NOT Bark Mulch 33,195 SF Zm X SHOWN 3" Depth, Shredded Organic Hardwood Z o °�0 Existing Deciduous Tree to Be Removed Z E X`a Aluminum Edging 2 955 LF BRODY SQUARE a .7- zo *See Code Table for Landscape �i D Za Mitigation Requirements o 0- 6' Solid Vinyl Fence Along Landscape Buffers, 4,070 LF 0 = x Z LANDSCAPE COVERi? Property Perimeter, and Side Lots, Typ. o �—EQ Uj o 0)=� X X X 6' Open Vision Vinyl Slat Top Fence Along Common 1,230 LF 00o Areas, Typ. MERIDIAN ID J X W Q 0 o X Ldw o- 6' Concrete Perimeter Wall Along Property Boundary 165 LF 0 o�,Z of Block 1, Lots 7, 8, and 9, Typ. � w D Gazebo b Classic Recreation Systems 1 EA Kio 1ey >>> Horn Z N x00 v v !1 0�=_ 20' X 20' Charleston Model �zz� + 2020 KIMLEY— ORN AND ASSOCIAT-S, I\C. vo�(n�_ °SO Lc-inock -beet, Suite 1'00 D,--o Picnic Table: By FairWeather Site Furnishings 2 EA Bose, Nano Toe 208 2gT-25 N Model: F-5P, Length: 6', Color: Black Steel and Weathered Wood DESIGNED DRAWN CHECKED W aZ Recycled Plastic �� • °P�� of �oq GMW GMW ASD N z ♦♦ S s. �s o SCALE (H): NSA 0 o � Bench: Plaza Series by FairWeather Site Furnishings 3 EA ' � �9� SCALE (V): N/A W -, x L" Model: PL-3 Length: 6', Color: Black o o =J Knowwbarsbelow ; �, ; DATE: SHEET NO. w >o Call before you dig. LA-16 74 ti: t= 0 Trash Receptacle: By FairWeather Site Furnishings 1 EA ; 10 12 2020 `o 00 w CALL 2 BUSINESS DAYS PROJECT N0. o zo Model: TR-12, Spun Dome Top with 30 Gallon Liner, Color: Black IN ADVANCE BEFORE •.♦ d ��♦o Z X w W YOU DIG GRADE OR ♦ A U i z EXCAVATE UMARKIN UNDERGROUNDTHE ♦�♦� C��♦♦♦♦♦ 291015009 — O o MARKING OF ■■■■■■•■�� w w cn Q MEMBER UTILITIES 10/12/2020 DWG. NAME w jof�`0 5009—LS.dw of 14 shts PLANTING LEGEND EVERGREEN TREES i BOTANICAL NAME /COMMON NAME SIZE I Moon Glow Juniper 6-8' Ht. B&B I O 1 i lil,l�r, 6' SOLID VINYL FENCE, TYP. 6' CONCRETE PERIMETER EXISTING SEE DETAIL 3, SHEET 10 WALL, TYP. TREES TO PROPERTY LINE Norway Spruce 6-8' Ht. B&B REMAIN IN — — — — PLACE, TYP. Hoops Blue Spruce 6-8' Ht. B&B cc 41 Vanderwolf's Pine 6-8' Ht. B&B I � I41OW SHADE TREES (CLASS III) BLOCK 1 I I BOTANICAL NAME /COMMON NAME SIZE I Bloodgood London Planetree 2 Cal. B&B W Q � I I W I ( o I I I I I ❑ Swamp Oak 2" Cal. B&B I EXISTING SHADE/STREET TREES (CLASS II) TREES OV TO BE I W X 0 BOTANICAL NAME /COMMON NAME SIZE REED,TYP. I I Autumn Purple Ash 2" Cal. B&B I . , , I I I • 41 I 1 I 11 10 9 I 8 7 Skyline Honeylocust 2" Cal. B&B I Littleleaf Linden 2" Cal. B&B X41I I I I41 I I I *X I ORNAMENTAL TREES (CLASS 1) L BOTANICAL NAME /COMMON NAME SIZE 1 — 7 7 �� — — — _ — — — — — — — — — O Hot Wings Maple 6-8' Ht. Multi-Stem —�_ �� I I � � I 12 '� J / o C�1 J Royal Raindrops Crabapple 2" Cal. B&B 1 I v X* — — �— z — CO Q I I / CO I Canada Red Chokecherry 6-8 Ht. Multi-Stem ow � � � � - W. WAPOOTST. � _ — M � — II cv W iO 0° Chanticleer Pear 2 Cal. B&B 13 8 S I 6' SOLID VINYL FENCE, TYP. • 1 1 I SEE DETAIL 3, SHEET 10 PROP. STREET MO LIGHT, TYP. 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B&B EXISTING Norway Spruce 6-8' Ht. B&B 6' SOLID VINYL FENCE, TYP. PROPERTY LINE TREES TO SEE DETAIL 3, SHEET 10 REMAIN IN _PLACE, TYP. Hoops Blue Spruce 6-8' Ht. B&B III — — — Vanderwolf's Pine 6-8' Ht. B&B SHADE TREES (CLASS III) BOTANICAL NAME /COMMON NAME SIZE BLOCK 1 I I I Bloodgood London Planetree 2" Cal. B&B ❑ Swamp Oak 2" Cal. B&B I I I I I I SHADE/STREET TREES (CLASS II) BOTANICAL NAME /COMMON NAME SIZE Autumn Purple Ash 2" Cal. B&B I I I I I I 6 5 4 3 I 2 I � I Skyline Honeylocust 2" Cal. B&B 0 Littleleaf Linden 2" Cal. B&B I I I I I I I ORNAMENTAL TREES (CLASS 1) I BOTANICAL NAME /COMMON NAME SIZE Hot Wings Maple 6-8' Ht. Multi-Stem N I Royal Raindrops Crabapple 2" Cal. B&B 0 O ,,,,,.6 8.,W ..W g"W E .. 8 W 8 W 899W BO Canada Red Chokecherry 6-8' Ht. Multi-Stem W W '` -� W. WAPOOT ST. Chanticleer Pear 2" Cal. B&B 0 2 — — — — — U) 8„S 8"S 81)S— O 8>> 8„LLJ O I W SHRUBS I PROP. 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X�" OGRAPHIIC S 2A�LE IN FEE 40 ;�06 i I I � i07---a > w Call before d' to C� w • w LA- 74 10 12 2020 0 0 w CALL 2 BUSINESS DAYS •• ��•� °O O� LL -1 L ' PROJECT N0. w w� YOU DIG GRADE OR • �m O z o IN ADVANCE BEFORE •��j� ��•••• 03 z x v Q- SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •••� VUSCAp�••••• 291015009 0 E v z UNDERGROUND MARKING OF •••••••••• a w O Q NOT TO SCALE MEMBER UTILITIES 10/12/2020 DWG. NAME w j[�`0 5009-LS.dw of 14 shts MATCHLINE — SEE SHEET 02 PLANTING LEGEND EVERGREEN TREES I II I I I I I — — — — — — — — BOTANICAL NAME COMMON NAME SIZE o I Moon Glow Juniper 6-8' Ht. B&B I I I • Norway Spruce 6-8' Ht. B&B PROP. STREET LIGHT, TYP. I I co — — — — — — — — Hoops Blue Spruce 6-8' Ht. B&B 1 fy l 17 00 3 Vanderwolf s Pine 6-8 Ht. B&B I I I I h I 00 o SHADE TREES (CLASS III) w I O I 5 BOTANICAL NAME /COMMON NAME SIZE Bloodgood London Planetree 2" Cal. B&B IV 41 i I I - - - - - - - - Swamp Oak 2 Cal. B&B I I I ro El I 6' SOLID VINYL FENCE, TYP. — — — — — I I ' L'0"' SEE DETAIL 3, SHEET 10 I ' � SHADE/STREET TREES (CLASS II) BOTANICAL NAME /COMMON NAME SIZE � W � 18 I B/C5' 5' Autumn Purple Ash 2" Cal. B&B 1 � S/W I S/W 6 I W Skyline Honeylocust 2" Cal. B&B co I I I I Littleleaf Linden 2" Cal. B&B 1 I 3 ICI I � c� W I ' co I - - - - - - - - •I41 11 ORNAMENTAL TREES (CLASS 1) I I I i I W 19 () BOTANICAL NAME /COMMON NAME SIZE I I Hot Wings Maple 6-8' Ht. Multi-Stem I I 25' I � .� �. � .� I m �� I I LANDSCAPE BUFFER I N/ Z I _� 7 0 Royal Raindrops Crabapple 2 Cal. B&B I I I I IW W 0 3 I O Canada Red Chokecherry 6-8 Ht. Multi-Stem O Ld W Chanticleer Pear 2" Cal. B&B l40 I w BOTANICAL NAME/COMMON NAME SIZE j I I I 20 I BLOCK 3 SHRUBS I W (D � I I Ivory Halo Dogwood 5 Gal. cn • ® co LLJ ® Hidcote Blue English Lavender 5 Gal. I ® I 3 8 Z Thumbelina Leigh English Lavender 5 Gal. I � I 0 I I I W ® BLOCK I 00 6' OPEN VISION VINYL = 1 {� Darts Gold Ninebark 5 Gal. SLAT TOP FENCE, TYP. U Little Devil Ninebark 5 Gal. — — — — — — — — PROP. STREET SEE DETAIL 1, SHEET 10 LIGHT, TYP. Fine Line Buckthorn 5 Gal. ~ I I I Q Q I I I Gro-Low Sumac 5 Gal. VI Y I — — — — — o 0�_ Green Mound Alpine Currant 5 Gal. ��O •� ® Red Flower Carpet Rose 3 Gal. GRASSES oo BOTANICAL NAME/COMMON NAME SIZE I � I I N I I I 3 I W 0 j Blue Grama Grass 1 Gal. Li 41 00 00 , Karl Foerster Reed Grass 1 Gal. Ld 0 ,� ;;, Blue Oat Grass 1 Gal. wo 0 ®� / "" Maiden Grass 1 Gal. � 00 a I I / Standing Ovation Little Bluestem 1 Gal. 6' PATH, TYP. PERENNIALS ® ® ® ® ® ® W , / / BOTANICAL NAME/COMMON NAME SIZE �C -� �C 0 0 0 0 O O aC �C D I I �r ENTRY COLUMN, TYP. �� ® / 1 STANDING OVATION ® cn Saucy Seduction Yarrow 1 Gal. L Zo LITTLE BLUESTEM y Q ❑ 00 • •1' . W ; BENCH, TYP. 0 ®® I ® Purple Coneflower 1 Gal. GAZEBO a �r PER PLANTER , ; SEE SHEET 12 o — �— — — — — SHEET 10 ® Arizona Sun Gaillardia 1 Gal. 00 _ _ W • s SEE SHEET 11 O °LL N� ; I O � � W \ \ �� Stella de Oro Daylily 1 Gal. 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LA-16 74 10 12 2020 0 0 w CALL 2 BUSINESS DAYS X W W YOU DIG GRADE OR • �m �Ozo IN ADVANCE BEFORE �� PROJECT NO. 04 0 ..U� _T x�a SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •��AfVUSCAp�•••��. 291015009 0 EV_O z UNDERGROUND •••••■•••••• a w 0 Q NOT TO SCALE MEMBER UTILITIES 10/12/2020 DWG. NAME w ` 5009—LS.dw of 14 shtsjx 0 MATCHLINE - SEE SHEET 03 PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME /COMMON NAME SIZE 'um\ 'rm\or X I I 00 I Moon Glow Juniper 6-8 Ht. B&B 17 Norway Spruce 6-8' Ht. B&B I 3 I Hoops Blue Spruce 6-8' Ht. B&B � � I � • �.\111 q lii Vanderwolf1 s Pine 6-8I Ht. B&B \Illli� I I 'ihllbO � I W I W i 7' \_\ BLOCK 5 `-1 ,, \\ I R/W '��I! �� SHADE TREES (CLASS III) BOTANICAL NAME /COMMON NAME SIZE W I I I 6 Bloodgood London Planetree 2" Cal. B&B I I 33 I x � � e/C 3 I 11 �I16 5' 00 ❑5' W I W S/W S/W Swamp Oak 2 Cal. B&B 41 0 — - - - - - - SHADE/STREET TREES (CLASS II) �J �I BOTANICAL NAME /COMMON NAME SIZE 0.0® > I I > 6' SOLID VINYL Autumn Purple Ash 2" Cal. 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STREET Q+ Angelina dStonecro 1 Gal. _ �N= \� - - - / LIGHT, TYP. \\ 8iW— 8 W g p o o�� // I BO MATERIALS LEGEND Y U_ Ln o — _ _ / — _ PROP. TRAFFIC �_� c� o oM oU _ CALMING CHOKER � � °� E. DAPHNE ST DESCRIPTION L_ - - - — 300�� (n O / 41 0)ON Festuca rubra o � Unmown Red Fescue o o xZz �\ / //� v o� v v v v i 0 -L W W Lawn Q Ld W W Bluegrass/Rye Sod U_ i w� w 0'r — — — Aluminum EdgingLO 0, O > �wz BENCH, TYP. �O SEE DETAIL 6' SOLID VINYL F i•xZo � W 41 q, 4, SHEET 10 Q��Q W 3 I TYP. BRODY SQUARE FENCE, SEE DETAIL 3 w o ZQ D Q o 6' PATH TYP. ® ® ® ® ® ® in \ SHEET 10 _ LANDSCAPE PLAN /x as w w w �' w _a°m�\\awl O O '�\auu�- wum� BLOCK 4 z C 111 w x i/Ilb� /ipld� i/idhb� !i/III\� ' 0 w N W O�= d 0 0 p O �� -T T-r ,- r- MERIDIAN, ID o XVQ MATCHLINE - SEE SHEET 07 ! ! ! ! I ! T � CD �wz O Oo "a Ld - _----1 g ooU)� 102ir= - = � Kl' m1ey >>> Horn �rn� r I F---��r---� o N xoo ! �__ �Ir-- �� _ W Z I — — U 2020 KIMLCY ORN AND ASSOCIAT-S, I\C. m U(I(1 I I' 9`)0 Bc inmc k S reel, Sui.e 1'n0 O o ``' �— I I Z x o w� I r-- Boise, Idaho 83702 208 297-2885 N x Z8 L04 05 DESIGNED DRAWN CHECKED X E_= NORTH C t .•'' OF 1�•'0. GMW GMW ASD N ~ — II D q » a —�', 1 o�o ' �-- i I i �' i s EBo ° •. SCALE (H): 1 =20 0 x=a GRAPHIC SCALE IN FEET 106 -07----4 o X4 SCALE (V): N A w 0>oa 0 10 20 40 III I L! I i I 'Ir �� w� DATE: SHEET N0. l before you dig LA- 74 10 12 2020 0 PROJECT N0. w CALL 2 BUSINESS DAYS • �� X w W YOU DIG GRADE OR • �m =0 0zo IN ADVANCE BEFORE ��.�� O o .. MARKING OF U� _T x�a SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •��•�AfVUSCAp�•••��. 291015009 0 Ev)o Z UNDERGROUND •••••■•••••• a w Q NOT TO SCALE MEMBER UTILITIES 10/12/2020 DWG. NAME w j�I__0. 5009—LS.dw Of 14 shts MATCHLINE - SEE SHEET 04 PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME /COMMON NAME SIZE 2 z Moon Glow Juniper 6-8' Ht. B&B I I k,4. J, I I I I BLOCK 3] I Norway Spruce 6-8' Ht. B&B v ICI I W I Hoops Blue Spruce 6-8' Ht. B&B — — — — — — — — I cn m + 6 o — � z � SOLID VINYL FENCE, TYP. Vanderwolf's Pine 6-8' Ht. B&B 3 � � . SEE DETAIL 3, SHEET 10 1 I 1 I W I 47' SHADE TREES (CLASS III) I I I I W R/w I �� BOTANICAL NAME /COMMON NAME SIZE I I I 3 I (D Bloodgood London Planetree 2" Cal. B&B I I I 33' 1 1 1 1 1 B/C ICI 1 W 5' W 5' 10 1 11 El Swamp Oak 2" Cal. B&B I I ICI �0 S/W I + S/W ICI 1 ( + SHADE/STREET TREES (CLASS II) ICI �I I C) • IW I BOTANICAL NAME /COMMON NAME SIZE 25 1 111 X I � Autumn Purple Ash 2 Cal. B&B LANDSCAPE BUFFER • I I ICI �W `n Skyline Honeylocust 2" Cal. B&B Cc I II ICI O 1 11 1 I�I � Littleleaf Linden 2" Cal. B&B I I I W 6' SOLID VINYL FENCE, TYP. W • V I I I I I I SEE DETAIL 3, SHEET 10 PROP. STREET —8"W ;"w LLJ V Il� lli I � � W LIGHT, TYP. I I I I W.\ X� • — AGPAR $T. I\ 0 ORNAMENTAL TREES (CLASS 1) m W BOTANICAL NAME /COMMON NAME SIZE m I I IW I _ w 8 S 8,�S U) Hot Wings Maple 6-8 Ht. Multi-Stem I I I I I o 5 N J Cc\ I I I I I Q CO I Royal Raindrops Crabapple 2" Cal. B&B o Z — — — —I J Canada Red Chokecherry 6-8' Ht. Multi-Stem I III 10 � U I 11 IW N 1 I� 1 I W ~ Chanticleer Pear 2" Cal. B&B EXISTING + TREES TO BE SHRUBS REMOVED, TYP. I I I + X BOTANICAL NAME/COMMON NAME SIZE I I ICI rv: � Ivory Halo Dogwood 5 Gal. • 7 I 8 1 9 1 10 1 ® Hidcote Blue English Lavender 5 Gal. I I I I I I I I I Thumbelina Leigh English Lavender 5 Gal. Darts Gold Ninebark 5 Gal. F I I • 0 Little Devil Ninebark 5 Gal. I I I I I X X BMW Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. I I I I I 0�_ Green Mound Alpine Currant 5 Gal. 0 Red Flower Carpet Rose 3 Gal. 1+1 1 1+I GRASSES w I I I I I W BLOCK 2] BOTANICAL NAME/COMMON NAME SIZE Li I I I 1 1 1 I I W I I I I Blue Grama Grass 1 Gal. z I I I Wv J� I • v 1 1 Karl Foerster Reed Grass 1 Gal. 11 - ' _ 1 I I �;, Blue Oat Grass 1 Gal. 0_00 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ld — — — — — — — — — — — — — — — — — — — — - -- — _ Maiden Grass 1 Gal. �Q I 41 � v Standing Ovation Little Bluestem 1 Gal. r -z 0o — — — — — — — — — — — — — — — — — — — — — — PERENNIALS BOTANICAL NAME/COMMON NAME SIZE Li o PROPERTY LINE APN= 6 SOLID VINYL FENCE, TYP. ® Saucy Seduction Yarrow 1 Gal. Y SO427333500 SEE DETAIL 3, SHEET 10 ® Purple Coneflower 1 Gal. p NOT A PART O Arizona Sun Gaillardia 1 Gal. O J QQ U O Stella de Oro Daylily 1 Gal. N 0o 0 a @ Husker Red Penstemon 1 Gal. a 0 o z 0 n Ow N X Lm O Black Eyed Susan 1 Gal. Z owJ Q+ Angelina Stonecrop 1 Gal. J N(nvaia r MATERIALS LEGEND O 0O�z Ln 0 X L— o u m Za DESCRIPTION 0 0 00 0 Festuca rubra z �,o za Unmown Red Fescue o O X~Z Z o ZQ W W Lawn a 0 w0 W W Bluegrass/Rye Sod o p J U I o Aluminum Edging LO Q) O OY N—�m O O z Z Ld O,��0 Z E x" BRODY SQUARE o�zQ CD Ld LANDSCAPE PLAN C wo 'E w 00=� DO�0X 0LdZ0DXr LLI CD -_ MERIDIAN, IDZ W O (If UOLn 0) 02 03 LKio me > orn C) X aNn00 _ Z — — 2020 KIMLCY ORN AND ASSOCIAT-S, I\C. m U �Z I _I' __ i 9')0 Bc it oc:k alre 1, Sui.e 1"nll o a_LJ �1 OX Z� !0 I r 05 -� •••■••Boise, Idaho DESIGNED 702 (208) 297 DRAWN CHECKED =Ln U� 00 X E_,, NORTH C== !�— �.o'�� OF I� 'v GMW GMW ASD N Z �� i0=z S s. �Ee o •• SCALE H 1"=20' o ro 1_1_�1 / �� OqP g ( ) cFi Lon w ��/ SCALE (V): N A E =J 06 �-�-07 I � below. � � � ; DATE: SHEET NO. X�0 GRAPHIC SCALE IN FEET ---a o >o 0 10 20 40 -�-J-i(il - - Call Dore you dly. LA-16 74 10 12 2020 0 w CALL 2 BUSINESS DAYS •� w w YOU DIG GRADE OR • �00zo IN ADVANCE BEFORE �� PROJECT N0. O� 0 U ..U� _T X�a SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •��A�SC �0•••�• 291015009 0 00 MARKING OF E V z UNDERGROUND •••••••••••• a w Q NOT TO SCALE MEMBER UTILITIES 10/12/2020 DWG. NAME w j�E`0 5009-LS.dw of 14 shts MATCHLINE — SEE SHEET 05 PLANTING LEGEND EVERGREEN TREES BOTANICAL NAME /COMMON NAME SIZE ` I 5 Moon Glow Juniper 6-8' Ht. B&B BLOCK 3] I O I Norway Spruce 6-8' Ht. B&B I 3 Hoops Blue Spruce 6-8' Ht. B&B 00 W + Vanderwolf's Pine 6-8' Ht. B&B R/W SHADE TREES (CLASS III) BOTANICAL NAME /COMMON NAME SIZE Bloodgood London Planetree 2" Cal. B&B 6' SOLID VINYL FENCE, TYP. 33' SEE DETAIL 3, SHEET 10 O 13 C ( 4 3 I 5' Swamp Oak 2" Cal. B&B 12 13 + 00 S/W PROPERTY LINE ❑ 5' + S/W + SHADE/STREET TREES (CLASS II) 1� BOTANICAL NAME /COMMON NAME SIZE — — Autumn Purple Ash 2" Cal. B&B I � PROP. FH � I Cfl LO Skyline Honeylocust 2" Cal. B&B 00— — — — — — — — — — — — I o O00 Littleleaf Linden 2" Cal. B&B ILLJ I 3 8„W V I W. AGPAR ST. a I — I 6' SOLID VINYL FENCE, TYP. _ Q BLOCK 4 SEE DETAIL 3, SHEET 10 ORNAMENTAL TREES (CLASS 1) bi LLJ _ ,�� BOTANICAL NAME /COMMON NAME SIZE 8"S "S 8S I 8°° in BOTANICAL Hot Wings Maple 6-8' Ht. Multi-Stem ® � I �— PROP. STREET APN: _ _ � LUWUJ LIGHT, TYP. _ _ _N m 3 — — — — — — — — I R0982000020 Royal Raindrops Crabapple 2" Cal. B&B Z 00 Z o J — — — — I NOT A PART _ — — — — — — — — o I Canada Red Chokecherry 6-8' Ht. Multi-Stem Q Chanticleer Pear 2" Cal. B&B I ) � I 2 SHRUBS + CID. N I I BOTANICAL NAME/COMMON NAME SIZE • I 00 3 I I (j) Ivory Halo Dogwood 5 Gal. 11 I 12 13 + 00 ® Hidcote Blue English Lavender 5 Gal. "0+ (D I Thumbelina Leigh English Lavender 5 Gal. 6' SOLID VINYL FENCE, TYP. Darts Gold Ninebark 5 Gal. O � — — — — I SEE DETAIL 3, SHEET 10 I — — — — 0 Little Devil Ninebark 5 Gal. t Fine Line Buckthorn 5 Gal. �4 Ijq Gro Low Sumac 5 Gal. Alpine 5 Gal. ® Red FI wer Ca pet Rose Currant 3 Gal. + � I ao 3 GRASSES + ,,, BLOCK:2] co 1 I BOTANICAL NAME/COMMON NAME SIZE . �. I w + I I # Blue Grama Grass 1 Gal. Karl Foerster Reed Grass 1 Gal. ,jQ I I I I Blue Oat Grass 1 Gal. d w0 "" Maiden Grass 1 Gal. ` _ _ 3:Z Standing Ovation Little Bluestem 1 Gal. rZ • 0 E) 0- E) 0-----<>-�� -1 n PERENNIALS �w — — — — — — — — — — — — — — — — — I BOTANICAL NAME/COMMON NAME SIZE � PROPERTY LINE — — — — wo APN: 6' SOLID VINYL FENCE, TYP. ® Saucy Seduction Yarrow 1 Gal. SO427333500 SEE DETAIL 3, SHEET 10 ® Purple Coneflower 1 Gal. U +J � (n p J I NOT A PART I O Arizona Sun Gaillardia 1 Gal. a O Q U _ N:Q I Stella de Oro Daylily 1 Gal. N 0o 0 a @ Husker Red Penstemon 1 Gal. a 0 o Z 0 nOw Z N x L�m O Black Eyed Susan 1 Gal. Z o a- Q+ Angelina Stonecrop 1 Gal. J N(nvaia r MATERIALS LEGEND O 0OQ�z Ln 0 x L_- o m Za DESCRIPTION 0 0 00 0 Festuca rubra z �,o za Unmown Red Fescue o O x~Z Z o ZQ W W Lawn a 0 w0 W W Bluegrass/Rye Sod p�U I o Aluminum Edging LO Q) O OY N—�m O O Z Z Ld O, O Z X zQ BRODY SQUARE ZQ LANDSCAPE PLAN w� - 'E w 00=� 0�0 0Ld0DXr_ LLI -_ MERIDIAN, IDZCD (If LLI 00 Ln0 02 � 03 � Kio me > ornxw� aN00 -�- . -S AC. m 2020 — U �Z ; _I' __ i 9')0 Bc it oc:k alre 1, Sui.e 1"nll o a_LJ �1 xx ZM !0 I r 05 —� .■■■••Boise, Idaho DESIGNED 702 (208) 297 DRAWN CHECKED =Ln U� 00 x EL,,,, NORTH C== !�— �.o' of 1��•'v GMW GMW ASD N ao�Z : r— ill 0 •..•'S�� S. DE�oq�o�•p. SCALE (H): 1"=20' o Lon w / SCALE (V): N A 0 =a GRAPHIC SCALE IN FEET I 06 -- Knowvhkars below. 07 DATE: SHEET NO. °>Lou L 0 10 20 40 'Li_�-i__L�-_ Call before you dig. LA-16 74 10 12 2020 0 0�w CALL 2 BUSINESS DAYS �� w W YOU DIG GRADE OR • �Ozo IN ADVANCE BEFORE �� PROJECT NO. O 0 N .. MARKING OF U� _T x�a SCALE: 1"=20' KEY MAP EXCAVATE FOR THE •��A�SC'��•••��• 291015009 0 z UNDERGROUND •••••••••••• a w Q NOT TO SCALE MEMBER UTILITIES 10/12/2020 DWG. NAME w j�Et0 5009—LS.dw lof 14 shts X PLANTING LEGEND 1 STANDING OVATION LITTLE I I • EVERGREEN TREES BLUESTEM PER COLUMN BOTANICAL NAME / COMMON NAME SIZE Moon Glow Juniper 6-8' Ht. B&B Norway Spruce 6-8' Ht. B&B I I Hoops Blue Spruce 6-8' Ht. B&B • �. \ Vanderwolf's Pine 6-8' Ht. B&B 1� � I X • — X Xx SHADE TREES (CLASS III) • • I �\! + + + %\\I/ O I BOTANICAL NAME / COMMON NAME SIZE Bloodgood London Planetree 2 Cal. B&B 0 \= , Swamp Oak 2" Cal. B&B 6 TH MBELINA PLANTER:FRONT 1E GH � 'l�\ 11 ��// \ 'l\li El ENGLISH LAVENDER \ �' / SHADE/STREET TREES (CLASS 11) ENTRY MONUMENT PLANTING ENLARGEMENT / // / BOTANICAL NAME / COMMON NAME SIZE SCALE: N.T.S. / // — — — — — — — — // + \!\ �• Autumn Purple Ash 2" Cal. B&B — — — — — — — — — — rid ,, • • • • • r , r ,,r / Skyline Honeylocust 2 n Cal. B&B PUMP HOUSE (D' (D (D �, �— • / // I / / � � � � � � Littleleaf Linden 2" Cal. B&B . ORNAMENTAL TREES (CLASS 1) • O L� // / I I I I BOTANICAL NAME / COMMON NAME SIZE L 6 PATH, TYP. / // I I I Hot Wings Maple 6-8 Ht. Multi-Stem O Royal Raindrops Crabapple 2" Cal. B&B %/i i\�N %/i o Canada Red Chokecherry 6-8 Ht. Multi-Stem Chanticleer Pear 2 Cal. B&B SHRUBS BOTANICAL NAME/COMMON NAME SIZE Ivory Halo Dogwood 5 Gal. I ® Hidcote Blue English Lavender 5 Gal. BENCH, TYP. POND \\ I I\ p Thumbelina Leigh English Lavender 5 Gal. SEE DETAIL 4, SHEET 10 �' �' `I' I / �� I I\\ _ Q Darts Gold Ninebark 5 Gal. I I � 0 Little Devil Ninebark 5 Gal. O � � � I i I I Fine Line Buckthorn 5 Gal. Gro-Low Sumac 5 Gal. I I Green Mound Alpine Currant 5 Gal. • T \ \\ — — — — — — — — Red Flower Carpet Rose 3 Gal. GRASSES BOTANICAL NAME/COMMON NAME SIZE SEA�z ` ' SEETDET IL 8, SHEET 11 \ \\ // Blue Grama Grass 1 Gal. o� Karl Foerster Reed Grass 1 Gal. aw ENTRY MONUMENT, _ — Blue Oat Grass 1 Gal. wo SEE SHEET 13 + • \\ \\ \\\ // _ — — // Maiden Grass 1 Gal. rZ I + CENTER POINT OF PLAZA ,\cb \\ \ _ _ , // Standing Ovation Little Bluestem 1 Gal. =Z O PICNIC TABLE, TYP. _ — _ _ — _ — =o CENTER POINT OF Q O SEE DETAIL 7, SHEET 11 \� /// FACE OF ENTRY PERENNIALS � MONUMENT _ 20'x2O' CHARLESTON GAZEBO, �' �, �, �, BOTANICAL NAME/COMMON NAME SIZE oY SEE SHEET 11 — — — Zo O - — - ® Saucy Seduction Yarrow 1 Gal. �r 3'�3" ( 17 -11 TRASH RECEPTACLE, \\ — — — _ — — — — — — — — — — — Z ® Purple Coneflower 1 Gal. SEE DETAIL 2, SHEET 10 ' _ — — — — — — — — NF O Arizona Sun Gaillardia 1 Gal. �� + CENTER POINT OF GAZEBO I \ > Stella de Oro Daylily 1 Gal. a 0 o a clz� O �' �' `I' Husker Red Penstemon 1 Gal. Z N O a o�m I O • �, �, �, �, �, O Black Eyed Susan 1 Gal. o �,NQ I `I' \� O Angelina Stonecrop 1 Gal. r �' + N Uj 00 ^ �� ' �' �' `I' `I' `�' MATERIALS LEGEND oo~z O • I I S j �, �� Y o,x``w Ali I LO LO ` m SEE ENLARGEMENT — — — — — — — I DESCRIPTION W �,08 ABOVE FOR ENTRY — Festuca rubra a,o Za - MONUMENT PLANTING — dr — — — �, — — .� — — — o o wo —�b- mil/ — — — — — — — Unmown Red Fescue xza �— Z =Lon 2 `)o I a, + 0 WyyWW Lawn o Ld_ _I {. �, �, �, �, 1 y W Bluegrass/Rye Sod LO o L- Aluminum Edgingco �0 Hm • • T z �� + o � j.Q zo I ;/ `I' `I' BRODY SQUARE Uj %Lzz I �' �, �, �' �' �' �' �' �' �' AMENITY AREA ENLARGEMENT 0 �, �, �, \k �, C� C� w 0)w o �, �, 6' PATH, TYP. wN MERIDIAN, ID _E xw< 0000 � � CD (If Ld Kio ey >>> Horn Z x oo 38 -5 X X _x �� z� I �� U 2020 KIMLCY ORN AND ASSOCIAT-S, AC. m vIrnZ 9`,0 Bcinmck S reel, Sui.e 1'n0 0 loaw z =o L� Boise, Idaho 83702 208 297-2885 0 "Z" DESIGNED DRAWN CHECKED 5 �F �.•'�� of Ioy'•., GMW GMW ASD N oZ NORTH 8 ' . s� s. DE�o pro •.�� Z o 9 SCALE (H): 1 =10 F i�� SCALE (V): N/A E. Uj E =J Know wbarsbelow ; �, ; DATE: SHEET NO. o Qf Call before you dig. v w o GRAPHIC SCALE IN FEET LA- 74 10 12 2020 w CALL 2 BUSINESS DAYS • �� 'e o O w 5 10 20 YOU DIG GRADE OR • PROJECT N0.�o z o IN ADVANCE BEFORE �� '�.� 0 8 z ..U i z „ , EXCAVATE RO FOR THE ��.�• SCAp�•.�� 291015009 MARKING OF ■�■■■■■■�� w w DWG. NAME iL�o SCALE: 1 =10 MEMBER UTILITIES 10/12/2020 5009-LS.dw 10f 14 shtsUj NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING PLAN VIEW PLAN VIEW ® THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) 8" MIN. 14 GAUGE, ANNEALED STEEL GUY WIRE INSIDE 1/2" I.D. TREE TRUNK 14 GAUGE, ANNEALED STEEL GUY WIRE TREE TRUNK BLACK RUBBER HOSE AND TWISTED CLOSED AT ENDS �1 h� TREE STAKE,—m— ` INSIDE 1/2" I.D. BLACK RUBBER HOSE TYP. 811 d \ AND TWISTED CLOSED AT ENDS � TREE STAKE, TYP. d ENDS OF WIRE ON INSIDE OF STAKE d o 3/4" 0 VINYL OR 2-PLY FABRIC BEARING 3/4" 0 VINYL OR 2-PLY FABRIC BEARING RUBBER HOSE. p p o RUBBER HOSE. 8" 0 LOOP AROUND 8" MIN. 0 LOOP AROUND TRUNK. p ' EACH MAJOR TRUNK. 14 GAUGE, ANNEALED STEEL GUY WIRE. STAPLE ENDS TO 14 GAUGE, ANNEALED STEEL GUY PLANT AND STAKE TREE AS DETAILED WIRE. STAPLE ENDS TO INSIDE OF INSIDE OF TREE STAKE. ADJUST TENSION BY TURNING WI E STAKE. ADJUST TENSIONBY WIRE PAIRS FROM THE MIDDLE TURNING WIRE PAIRS FROM THE EXISTING OR PROPOSED SLOPE 8x 2 TREATED LODGE POLE PINE TREE STAKES, I - MIDDLE. ALL MAJOR STEMS SHOULD / CUT BACK EXISTING SLOPE TO PROVIDE SEMIRTEENDW15ME POLE PINE TREE FLAT SURFACE FOR PLANTING (DO NOT STAKES TWO (2) PER TREE; AVOID 2' MIN. TWO (2) PER TREE; AVOID PENETRATING ROOT BALL EXCEED 2:1 SLOPE) MULCH PER PLANS 3' MIN. PENETRATING ROOT BALL 1" MAXIMUM OVER ROOTBALL MULCH PER PLANS 3' MAX 18" FINISHED GRADE 18„ 1" MAXIMUM OVER ROOTBALL 3" HIGH SOIL i i CREATE TREE WELL AROUND BASE OF TREE AT DRIPLINE — BERM TO HOLD i 2 MIN. MIN. FINISHED GRADE� � MIN. � � \ WATER � \\/ \\ \\ \ TOP OF ROOTBALL TO MATCH FINISH GRADE OFj /% \ //\//\/ SURFACE MULCH //\, CREATE TREE WELL AROUND BASE OF — — — — — MULCH PER PLANS \/%1 \\ Al <ff \\ \ PREPARED SOIL BACKFILL, SEE SPECIFICATIONS /\\ j\\j\\%/\ /\%\ \%/, TREE AT DRIPLINE /\j\j /\j\j 1" MAXIMUM OVER ROOTBALL /\\ //\//\//\/ AL \ \\\/j TOP OF ROOTBALL TO MATCH FINISHED //\\j\\j\ //\\\//\/ PREPARE PLANTING SOIL AS SPECIFIED FERTILIZER TABLETS PER SPECIFICATIONS GRADE OF SURFACE MULCH UNDISTURBED SUBGRADE NOTE: IN HARD SOIL CONDITIONS, CREATE 'CHIMNEYS' PREPARED SOIL BACKFILL, SEE SPECIFICATIONS. (MIN. 3 [EVENLY SPACED, NOT DIRECTLY BENEATH FERTILIZER TABLETS PER SPECIFICATIONS UNDISTURBED SUBGRADE ROOTBALL] @ 18" DEEP) TO PROMOTE DRAINAGE UNDISTURBED SUBGRADE 1 TREE PLANTING AND STAKING TREE STAKING - MULTI-TRUNK TREE PLANTING ON SLOPE SCALE: N.T.S. 2 SCALE: N.T.S. 3 SCALE: N.T.S. TOP OF EDGING TO BE 1/2" ABOVE TURF TOP OF STAKE TO BE 1" BELOW TOP OF EDGING CONTAINER GROWN SHRUB/GROUNDCOVER EXISTING OR PROPOSED SLOPE PLANT, SIZE AS NOTED ON PLANS CUT BACK EXISTING SLOPE TO PROVIDE FLAT SURFACE MULCH PER PLANS FOR PLANTING (DO NOT EXCEED 2:1 SLOPE) 1/2" MULCH PER PLANS F_ 1-1/2" 1 MAXIMUM OVER ROOTBALL j FINISH GRADE / 777 T 3" - - - - MIN.— - - - - - - - - _ �� PLANT SHRUB AS DETAILED \ STAKE PERMANUFACTURER'S TOP OF ROOT BALL SHALL MATCH ADJACENT GRADE _ RECOMMENDATIONS OOT BALL /\j\ FERTILIZER TABLETS PER SPECIFICATIONS PREPARED SOIL BACKFILL, SEE SPECIFICATIONS MULCH PER PLANS w� NOTE: IN HARD SOIL CONDITIONS, OVER-EXCAVATE //\\/ ROOT \\/\\ �? PLANT j\ BALL j\ 1 MAXIMUM OVER ROOTBALL NOTES DF BACKFILL. CREATE 'CHIMNEYS' g[EOVENLYSPACED, \ / PREPARE PLANTING SOIL AS SPECIFIED 1. BED EDGE SHALL BE 5" BLACK COMMERCIAL ALUMINUM OR STEEL EDGING WITH 12" SPIKES AT 3' QQ NOT DIRECTLY BENEATH ROOTBALL] @ 6" DEEP)TO ON CENTER MAXIMUM. Ld� PROMOTE DRAINAGELd 2. INSTALL EDGING ONLY IN AREAS TO SEPARATE ROCK MULCH FROM TURF. a� UNDISTURBED Q UNDISTURBED SUBGRADE 3. EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS. �o — 4. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS. r Q -z UO �r SHRUB / GROUND COVER PLANTING SHRUB / GROUNDCOVER PLANTING ON SLOPE METAL BED EDGING IfLj OY6 SCALE: N.T.S. 5 SCALE: N.T.S. SCALE: N.T.S. (3 z0 z L W H Q) U� W OJ Q O QQ O C m W J V) ('~0 Q C' 00 O X L=m N m O W J N V) r w v= uj O Ic OOQfz in O- O x �w W 3 m J~ J c/ii~0o AMENDED PLANTING BACKFILL MIX W J O�On COQ 0 o X ZQ MIX SHALL CONSIST OF: 1/2 PART 'NATIVE' SITE SOIL (NO CALICHE IN BACKFILL) & 1/2 PART 0 jcn viz MULCH (*HUMUS) *NATURAL FERTILE, FRIABLE SOIL THOROUGHLY MIXED PRIOR TO BACKFILLING I o PIT. REMOVE ALL INORGANIC MATERIAL GREATER THAN 1" IN SIZE. SOIL BACKFILLING SHALL BE o w ow ACCOMPLISHED IN 6" LIFTS. EACH LIFT SHALL BE WATER SETTLED WITHOUT POOLING. 7) WJ co ' xU)m I 0 Y SLOW-RELEASE FERTILIZER TABLETS E-gym d > cw z z o jo FERTILIZER TABLETS SHALL BE AGRIFORM OR EQUAL (21 GRAM 20-10-5) SLOW RELEASE. TABLETS 0 E x Za SHALL BE PLACED AT 1/2 THE DEPTH OF THE ROOTBALL AT THE FOLLOWING RATES. BRODY SQUARE o Za 1 TABLET PER 1-GALLON CONTAINER Ln of i�O <z 2 TABLETS PER 5-GALLON CONTAINER LANDSCAPE DETAILS x aZ 3 TABLETS PER 15-GALLON CONTAINER a w� 4 TABLETS PER 24" BOX 0 a wN w o 0) o 0o AND AT A RATE OF 1 TABLET PER EACH ADDITIONAL 6" BOX SIZE. WHEN MULTIPLE QUANTITIES OF MERIDIAN, ID X wQ TABLETS ARE REQUIRED, THEY SHALL BE EQUALLY SPACED AT THE SPECIFIED DEPTH. CD 0 co O X w W O �� Kio m ey >>> Horn 0) z wD (V X 0 0 Q U 2020 KIMLCY ORN AND ASSOCIAT-S, AC. m 9-' 0 Bc-mock Sheet, Suite 1"00 x1 o wM Boise, Idaho 83702 208 297-2885 O _�z i x 0o7 ■■■ DESIGNED DRAWN CHECKED w �E� �� o�� of l�q .,�� GMW GMW ASD �I o�z �� S S �EBo o �� z o 9 SCALE (H): N/A F i�� '� SCALE (V): N/A o��J Kno�wwlmtsbelow. ; ,_, �, ; DATE: SHEET N0. 0 O> CD W Call before d' ' C� �v • w O� LA-16 74 10 12 2020 0 0�w CALL 2 BUSINESS DAYS �� Ld Ln w W YOU DIG GRADE OR • 00 z O IN ADVANCE BEFORE �� PROJECT N0. z ..U ��mm oz EXCAVATE ROFOR THE ��1vUSC�p�� 291015009 a —�o o MARKING OF ■••■■■■■•� w w.z MEMBERUTILITIES 10�12�2020 DWG. NAME w jXPO 5009—LS.dw of 14 shts POST CAP 6'-0" O.C. 5" X 5" POST 13/4" X 3Y2" TOP RAIL .g10"OPENING 01/2" SPECIFICATIONS MOUNTING HOLES MATERIAL The TR-12 trash receptacle Shall be fabricated 1/4"X 2" with 1/4 x 1-1/2" mild Steel vertical slats welded -_ BASE CROSS to 1/4 x 1-1/2" hoops. Flared straps Shall be welded to 1/2" rod. All Steel Shall conform to i o e A5TM A36 hot rolled Steel and Shall be wheelabrated prior to fabrication. All removable - and hinged tops come with a vinyl coated N galvanized Security cable. Liner Shall be 30 gallon black polyethylene OPEN VERTICAL SLAT Anchor bolts by others TOP (50% OPEN VISION) 1/2"STEEL ROD :P123"TOP PER MERIDIAN CITY UDC (TOP REMOVED FOR CLARITY) WELDS 11-3A-7A.7 All welds between flat straps Shall be Smooth, continuous fillet welds ground Smooth where necessary,to remove any burs or sharp edges. 11" X 51" BOTTOM & 16 GA.SPUN STEEL DOME TOP Where flared straps meet 1/2" rod, all welds are CENTER RAIL 30„ POWDER COATED TO MATCH ground smooth for appearance. 0 PROTECTIVE COATINGS Following fabrication the receptacles shall be cleaned and treated with a 5 stage iron phosphate process prior to the coating 00 application.The protective coating Shall be PANELS either polyester or polyester TGIC powder applied by the dry electrostatic method. The resultant coating shall be minimum of 4 mils 32" thick on all surfaces. Corrosion resistant 1/4"X STEEL RINGGSS 1-1 undercoat required (2 PLACES) OPTIONS Tops: Open, Spun steel flat, Spun dome, Hinged dome, Hinged flat, Ash dome (34)1/4"X 1-1/2" 5ide opening door STEEL STRAPS m UX35 gallon polyethylene liner LL go Receptacles with 35 gal. liners are 36"tall MOUNTING HOLES — POLYETHYLENE LINER Leveling feet 25 (30 GAL LONCAPACITY) _____ — = I = I = I = I = I = I = I = = I = I = I = I = I = — = I = I — FINISHED GRADE REvog-zg-16 Q —Ed I—Ed I—Ed I—— I- I I = I = I = I = I = I = I = I = I = I = I = I = I I = I = I = II W = _ = _ _ _ _ = I = I = I = I = I = I = I = I = I = I = I = I = I = = I = I — I - FairWeather Site Furnishings _ _- I - I - I - I - I - I - I - I - I - I - 1 - 1 - 1 _- 1 =1 TR-12TrashReceptacle, SpunDomeTop 360-895-2626 or Toll Free 800-323-1798 U — — —d I — — _ _ _ _ _ _ _ _ _ _ _ _ _ Port Orchard,Washington — I — I — I — I I — I — I — I — I — I — I — I I — I I ©1999-2016 Leader international Corporation,FairWeather Site Furnishings division with 30 Gallon Liner Notice:These products are proprietary.Numerous designs are patented or patent � _ = I - I - I - 1 = 1 = 1 = 1 = 1 = 1 = I = 1 - 1 = 1 I — 1 - III— pending under Leader Manufacturing,Inc. — — _ _ Ed IEd I I I = I — II == I = = I FOOTING PER MFG —III—I — I I —� 1 1=� I �_� —I I =III=I —� - I = I = I I = RECOMMENDATIONS I —1 1 1- 1 1 1 I= _ _ il- -I i I I — I—I — _ TRASH RECEPTACLE BLACK; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER NOTES: � — I —III—III— � ( ) 1. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM R/W. 3. 6" WIDE ROCK MULCH MOW STRIP TO BE INSTALLED AT BASE OF FENCE ON SCALE: N.T.S. 2. ALL FENCE CONNECTIONS PER MANUFACTURER RECOMMENDATIONS. COMMON LOT SIDE. 3. ALL FENCE MATERIAL TO BE WHITE. 4. SHOP DRAWINGS REQUIRED. 1 OPEN VISION VINYL SLAT TOP FENCE SCALE: N.T.S. POST CAP 6'—0" 0.C. 26" SPECIFICATIONS 5" X 5" POST 1 Y2" X 5Y2" RAIL MATERIAL z The FL-3 bench is constructed of mild steel in o� X 137/8" PANELS three sections consisting of two end sections and one seat section. All parts are drilled and wo N u s l ect ony are made wirmed for th quick aooembly. End 33-1/2 h 1 x 1"sold steel bar 3:Q stock. All seat sections shall be fabricated Z with 1" sch.40 pipe and 1/4 x 1-1/2" mild steel of 1� 1STEEL BAR strap. Steel shall conform to ASTM A36 hot o END FRAMES 16-1/2" rolled steel. All steel shall be wheelabrated Y prior to fabrication. Li Z HARDWARE Fasteners shall be 3/6 socket head cap 0 0� screws with vandal resistant pins. N N 0 1-1/2"STEEL STRAP Anchor bolts by others o 0 L 15-5/8" TO It-4 Z w W/1/2 DIA. HOLES PROTECTIVE COATINGS o w m Powder Coating: All Metal, Following 0) w 1"SCH 40 STEEL PIPE fabrication shall be cleaned and treated withUj 3 4 ~(3 0 an iron phosphate process prior to the Y Vi �Z U- L- -I coating application. This process shall include o LJ Z Q c� a non-chromated alkaline cleaner and an iron < Cn 0 o oV) phosphate treatment followed with an acidic = 0<0) Zsealer for maximum adhesion. The protective Z oZ a coatings shall be.either polyester or polyester Z LnZ TGIC powder. Following application the parts o o Ldo shall be baked until properly cured. The 3 w coating shall be a minimum of 4 mils thick on LO Co Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ all surfaces. Options for finish:Corrosion - - E om _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ resistant undercoat, strongly recommended 0 > Z Z > wZ E �a OPTIONS BRODY SQUARE Z o Length:4, 5, 6, 8 ft. standard,other lengths Ln Z Q available W of Qa I'L-3 bench lengths upto8ftavailable HARDSCAPE DETAILS Z 0 ! without an additional frame. All benches w� �Q o =� 72-3/4"OUT TO OUT W/29 STRAPS longer than will rec(uire a center frame. a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — _ Center arm MERIDIAN, ID w Q =I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I I I=I I=I I=I I=I I=I = _ _ _ _ _ _ - - M w — — — — — — — — NOTE:BOLT DOWN HOLE LOCATONS 1 LESS THAN OUT TO OUT DIMENSIONS REV 4-19-13 Z) o a- I-1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I=______ _____ — o 20� �_�I=�I=�I=�I=�I=�I=�I=�I=�I=�I I=�I=�I=�I=�I=�________ ______—,;I FINISHED GRADE Z w j I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ Fairweather Site Furnishings Kio m ey >>> Horn i 00 Q I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I_______ _ I—III=I I — —III I Port Orchard,6 or Wash1nFon 800-323-1798 Z .,_ a� J -1 I_I I_I I_I I_I I_I I_I I_I I_I I_I I=__I I_I I_I I_I I_I I_I =_________________ __ I —I Plaza Series Model PL-3 Bench ©1999-2013LeaderInternationalCgorporation,FairWeatherSiteFurnishingsdivision 2020 KIMLEY- ORN AND ASSOCIAT-� 1, C� ~ (� I I I-I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I ' Notice:These products are proprietary.Numerous designs are patented or patent 9` 0 E3 U i n o c k �l r e e 1, Ju i r e 1 00 0 pp~w 1 —I I=III—I l i —I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I I I I I—I I I—I I I—I I I—I I I—I I I I i II pending rider Leader Manufacturing,Inc.x wD u ^ In Boise, Idaho 83702 208 297-2885 �,Z0 cv 11 1=1 1 1=1 1 1=1 1 1=1 1 1:1 1 1=1 11=I I—I I-I I=I I I-1 1 1 11 1 FOOTING PER MFG DESIGNED DRAWN CHECKED 5 �oC)o — w N o NOTES: —' ' RECOMMENDATIONS X=F >, ��•oP�� of Ioq '•.•• GMW GMW ACP N a��Z 1. FENCE TO STEP DOWN TO 3 HEIGHT 20 FROM R/W. 3. 6 WIDE ROCK MULCH MOW STRIP TO BE INSTALLED AT BASE OF FENCE ON S� s DEeo �o SCALE (H): N/A o �. 2. ALL FENCE CONNECTIONS PER MANUFACTURER RECOMMENDATIONS. COMMON LOT SIDE. ��iwZ 3. ALL FENCE MATERIAL TO BE WHITE. 4. SHOP DRAWINGS REQUIRED. SCALE (V): N/A w E �a Know wbarsbelow. DATE: SHEET NO. o= w Call before di ' C� W ' w ow LA-16 74 � : 10 12 2020 L m~w CALL 2 BUSINESS DAYS •• � ��.� w T� a SOLID VINYL PRIVACY FENCE W BENCH (BLACK; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER) YOU°IG,GRADE BEFORE '••. La�scAp� ��,o'' PROJECT N0. 1 O 3 SCALE: N.T.S. SCALE: N.T.S. '"••••'•• U g EXCAVATE FOR THE ��e ••.� 0 I1.1 li OZ UNDERGROUND 10/12/2020 DWG. NAME a w n Q MEMBER UTILITIES w jX�7--0 5009-HS-DTLS.dw of 14 shts Ii DESIGN STANDARD: 20' MANUFACTURER: CLASSIC RECREATION SYSTEMS 24 GA HR-36 STEEL REPRESENTATIVE ORGANIZATION: SONNTAG RECREATION SHOP ROOF MODEL #: CHARLESTON MODEL, 20' X 20' DRAWING 24 GA 17' DESCRIPTION: COLOR: ROOF - JADE GREEN; REQUIRED FASCIA COLUMNS - JET BLACK TRIM 8'-6" CEILING - WHITE - OR EQUAL PER THIS DETAIL 7A_ 20' 24 GA HR-36 STEEL ROOF41 12 1\\__24 GA FASCIA TRIM COMPRESSION PROVIDE CONDUIT PER \ / \ CENTER OF / DETAIL 6, SHEET 11 FOR RING THIS COLUMN ONLY STRUCTURE / Q0 MAIN BEAM PERIMETER 00 BEAM 6" X 6" COLUMN \ / CENTER OF FTG, \ / \ / ANCHOR BOLT, & \ / COLUMN, TYP. ELEVATION FINISHED GRADE PLAN 6" X 6" EXTENSION LAYOUT PLAN COLUMN BEAM 5 PICNIC SHELTER SCALE: N.T.S. #4 IN BOND BEAM 1" OVERHANG, TYP. STONE WALL CAP - BUCKSKIN CHISELED EDGE COLUMN CAP BY ELDORADO STONE, (SUBMIT SAMPLE c� TO OWNER FOR FINAL APPROVAL) 5PECIFICATION5 8" CMU BLOCK, TYP. • • Y2" STUCCO - WHITE BIRCH 581/2" MATERIAL N FINE SAND FINISH BY OMEGA N 103/4" 4"� Table and Seat Tops: 3-1/2" x 3-1/2" recycled N x (SUBMIT SAMPLE TO )OWNER FOR Li plastic slats. Q WZ Frames: Basic frame - for table: 3" x 3" x FINISHED GRADE ROLL-ON FLUID APPLIED ALd 3-1/z"x3-1/z" 3/16" angle welded to 3" x 3" x .120 wall tube; o WATER-PROOFING ON ALL Ld� RECYCLED PLASTIC for seats: 3" x 3" x 3/16" angle welded to x PLANTER WALLS. SUBMIT CUT Na 3" x 3" x .120 wall teel tube; table center Q SHEET FOR APPROVAL �Q brace 1-1/2" x 1-1/2" x .120 wall teel tube; table FINISHED GRADE 0 of and Seat top slats Supported by a complete o0 3r CONDUIT HOLE framework. All Steel drilled and formed for ° A-BOLT uick aooembl . All feel Shall conform to #4®32 CENTERED IN Li ^O z0 6"X6" COLUMN 70" ASTM A36 h t rolled Steel. FULLY GROUTED CELL z z o~ BASE PLATE DRSHOPAWING #4 IN BOND BEAM ° ADJUST FTG. DEPTH FOR REQUIRED HARDWARE o LOCAL FROST CONDITIONS . Recycled plastic slats Shall be attached to N � �F frames with 3/8 plated carriage bolts, nuts (3)-#4 AS SHOWN Z a� Y4 EXPANSION JOINT • • a 0w MATERIAL 6"X6' COLUMN and washers. it 0 NQ FINISH GRADE SLAB HAND HOLE W/ COVER 0 120 x 3"x 3"TUBE SURFACE MOUNTING: • • • r 3 �� CONCRETE HEX NUT BY CONTRACTOR Anchor bolts by others a a o SEE STRUCTURAL Z ° NOTES FOR SUBGRADE Y vi Of WASHER & BASE PLATE HOLES FOR ANCHOR BOLTS ° rw 29„ ANCHOR BOLTS BY OTHERS PERMANENT EMBED MOUNTING: #4®16" • • PREP REQUIREMENTS I Depth and diameter of pot hole may vary W with Soil conditions. Consult project engineer oa _ Z ICY) zfor correct dimensions. Rebar by others O za J a i Loz - - - (2)-#4 AS SHOWN 8" 1'-4" 8' w o N PROTECTIVE COATINGS Followingfabrication w — frames shall be cleaned and treated with an iron Lo 3 �Y FOUNDATION PER CID phosphate process prior to the coating E om - MANUFACTURERS �o° application.This process shall include a SEAT WALL - SECTION o RECOMMENDATIONS 8 Z non-chromated alkaline cleaner,and an iron SCALE: N.T.S. z E �a o a phosphate treatment followed with an acidic BRODY SQUARE Za 3 .120x3"x3"TUBE protective En 0 13 /4 sealer for maximum adhesion.The � Q N z coatings shall be either polyester or polyester Q) zo STUB ELEC CONDUIT PER LOCAL 3o3/s" o T61C powder. Following application the parts shall HARDSCAPE DETAILS o w< CODE, EXTEND CONDUIT A MINIMUM _ OF 1'-0" BEYOND CONCRETE 163/41, 3/16"x 3"x 3"ANGLE be baked until properly cured.The coating shall beUj Ld PAVEMENT, SEE COLUMN DETAIL a minimum of 4 mils thick on all surfaces. MERIDIAN, ID 0 T Li¢ PLAN FOR LOCATION0 Z „ OPTIONS ■ o Ln z� I I_ 47314 5z Mounting: surface mount or permanent embed ey >>> Horn ow I I- Table & Seat To s: I 0 cv o o I ADDITIONAL SUPPORT STRUCTURE p Z a Of Z� FOR PLASTIC SLATS Recycled Plastic: 202o Ki�22Y oRN AND associA7-s, i�c. z- �i m 1)w I �- xEvs-ls-lo weathered wood 9-' 0 Ba-,r,ock 3ireet, Same ��0o z _ I SEE STRUCTURAL NOTES Boise, Idaho 83702 208 297-2885 N io FOR SUBGRADE PREP Fairweather Site Furnishings DESIGNED DRAWN CHECKED•�......... W �F REQUIREMENTS Model F-5P Picnic Table 6 ft. 4 x 4 . °�P�� of I�q�'o. GMW GMW ACP z 360-895-2626 or Toll Free 800-323-1798 z i�=z S s. �s8 0 SCALE (H): N/A o Cn-z Port Orchard, Washington 0 E w ©1999-2010 Leader International Corporation, • • -,w" Recycled Plastic, Surface Mount SCALE (V): N A o�� J Fairweather Site Furnishings division Know whams below. _ DATE: SHEET NO. U= Call before you dig. �v jE w ooQf �w PICNIC SHELTER COLUMN DETAIL 6' PICNIC TABLE (BLACK• SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER) CINADVA BUSINESS OREDAYS ., � 1a-16 74 10 12 2020 p zO IN ADVANCE BEFORE •��j�,OR �� PROJECT N0. z x (if YOU DIG,6 SCALE: N.T.S. 7 SCALE: N.T.S. EXCAVATE ORETHE •��•�A�SCAp�•••�� U- 291015009 z UNDERGROUND ••••••■•••••• a w MARKING OF oz MEMBER UTILITIES 10/12/2020 DWG. NAME w j��`0 5009-HS-DTLS.dw 10f 14 shts 1" OVERHANG, TYP. 10" 1'-4" STONE WALL CAP _ ' 8" CMU BLOCK, TYP. PLANTING BACKFILL • �/ �/ , • t 2 STONE VENEER ANCHORAGE SYSTEM NOTES: y:... — `• , � GEOTEXTILE FABRIC, TYP. / \� 1 01 1. SEE ENTRY MONUMENT DETAILS ON SHEET 12 FOR - ti;: \�j\�' WALL FINISH AND STEEL AESTHETICS DETAILS. #4©8" CENTERED IN /�\�j\�j�\�� 2. CONTRACTOR MAY PROPOSE A DIFFERENT ANCHOR s` FULLY GROUTED CELL �� \� , d CONNECTION FOR THE STEEL LETTERING AND STEEL PLANTER >_ MESQUITE CLIFFSTONE BY ELDORADO \ 0 ENGINEER BFOR APPROVAL. E SYSTEM DETAILS TO n 2" IRRIGATION SLEEVE 1" OVERHANG, TYP. /� WASHED #57 STONE \�� \ { RECMANUFACTURERS OMMENDATIONS N _ _ STONE WALL CAP ROLL—ON FLUID APPLIED 3' #4 IN BOND BEAM ° WATER—PROOFING ON ALL PLANTER WALLS. SUBMIT CUT COUNTERSINK SHEET FOR APPROVAL SCREW FLUSH STONE WALL CAP — BUCKSKIN a FINISHED GRADE CHISELED EDGE COLUMN CAP BY STEEL PLATE ROLL—ON FLUID APPLIED ELDORADO STONE, (SUBMIT SAMPLE WATER—PROOFING ON ALL TO OWNER FOR FINAL APPROVAL) 1'-4" 10" PLANTER WALLS. SUBMIT CUT VENEER (SEE STONE VENEER — MESQUITE I I SHEET FOR APPROVAL • • � AILS ENTRY DETANT ILS CLIFFSTONE BY ELDORADO STONE #4�8 J SHEET 13) I (SUBMIT SAMPLE TO OWNER FOR o (4)—#4 AS SHOWN FINAL APPROVAL . N �' -� I I SPAICERSS STEEL 4 DIA SOLID PVC DRAIN W/ CAP ON F 1 ) � INSIDE AT WASHED d STONE L — — — — J • a 4< • • _ SEE STRUCTURAL d d ° ° o NOTES FOR SUBGRADE 6" DIA. PERFORATED PIPE, d ° ° a I WRAPPED IN GEOTEXTILE • ° • PREP REQUIREMENTS d°FABRIC, DISCHARGE TO G d G ° I I ° STORM DRAINAGE SYSTEM FINISHED GRADE LL — — — — — — — — (2)—#4 AS SHOWN-4 1 TIM :r4"_ FACE OF MASONRY WALL PRE—DRILL PER MANUFACTURERS PLANTER VV RECOMMENDATIONS 3, CMU COLUMN WITH 8" 2°-8" 8" STONE VENEER ALL FOUR SIDES 9 ENTRY COLUMN ELEVATION O ENTRY COLUMN - PLAN ENTRY COLUMN - SECTION A STEEL CONNECTION DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 12 SCALE: N.T.S. GENERAL STRUCTURAL NOTES CONCRETE AND REINFORCEMENT f'c = 3000 psi — FOOTINGS (TYPE II CEMENT) DESIGN SPECIFICATIONS fs = 24,000 psi — REINFORCING STEEL (fy = 60,000 psi) 2015 INTERNATIONAL BUILDING CODE WITH CITY OF MERIDIAN AMENDMENTS. REINFORCING SHALL CONFORM TO ASTM A615, EXCEPT REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO A706. CONSTRUCTION SPECIFICATIONS DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (SAPWC) WITH CITY OF SUPPORTS, SPACERS, ETC. IN ACCORDANCE WITH "DETAILS AND DETAILING OF W MERIDIAN SUPPLEMENTAL SPECIFICATIONS. CONCRETE REINFORCEMENT." (A.C.I. SP-66(04)). OfZ DESIGN LOADS ALL BEND DIMENSIONS FOR REINFORCING STEEL SHALL BE OUT—TO—OUT OF CiQ DEAD LOAD — WEIGHT OF BACKFILL = 120pcf BARS. ALL PLACEMENT DIMENSIONS FOR REINFORCING STEEL SHALL BE TO CENTER OF BARS UNLESS NOTED OTHERWISE. wo EQUIVALENT FLUID PRESSURE FOR ACTIVE SOIL PRESSURE = 45pcf Qo ALL REINFORCING SHALL HAVE 2" CLEAR COVER UNLESS NOTED OTHERWISE. Q EQUIVALENT FLUID PRESSURE FOR PASSIVE SOIL PRESSURE = 100pcf 00 ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". r COEFFICIENT OF FRICTION = 0.25 o_ MASONRY Zo ALLOWABLE SOIL BEARING PRESSURE = 2000psf STRUCTURAL CONCRETE MASONRY, AS SHOWN ON THESE DRAWINGS, SHALL Z �; o~ SEISMIC HAVE A COMPRESSIVE STRENGTH (F'M) OF 1900 PSI. vi Zm Q o WJ RISK CATEGORY = I MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE II NORMAL WEIGHT, 0 0o SEISMIC IMPORTANCE FACTOR = 1.00 HOLLOW UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE DRAWINGS, WITH a �� MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: A UNIT STRENGTH AS REQUIRED TO ACHIEVE COMPRESSIVE STRENGTH Z 0W SS = 0.290g SPECIFIED ABOVE. Z 0 6m o w J Si = 0.106g U)¢ SITE CLASS = D CONTRACTOR MAY REINFORCE MASONRY WITH 9 GAUGE LADDER REINFORCING r 3 �� DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SPACED AT 16" MAXIMUM, IN PLACE OF BOND BEAMS SPACED AT 4'-0" 0ZCn SDS = 0.303g MAX. ow Sri = 0.168g 0 I Za SEISMIC DESIGN CATEGORY = C SPECIAL INSPECTIONS SHALL BE PROVIDED PER 2015 INTERNATIONAL = oN DESIGN BASE SHEAR: BUILDING CODE (IBC) CHAPTER 17. Z oQ R = 2 0 z 0 Z< Cs = 0.151 A. STRUCTURAL STEEL AS REQUIRED BY IBC SECTION 1705.2.1 0 o zQ �z V = 0.151W B. CONCRETE CONSTRUCTION (TABLE 1705.3) co wo ANALYSIS PROCEDURE USED: C. MASONRY AS REQUIRED BY 1705.4 0 EQUIVALENT LATERAL FORCE PROCEDURE LO �Y WIND COORDINATION: Q) CONTRACTOR SHALL COORDINATE ALL EXISTING CONDITIONS DURING z �o ULTIMATE DESIGN WIND SPEED = 105 MPH CONSTRUCTION OF PROJECT. UTILITY INFORMATION SHOWN ON THE PLANS MAY NOMINAL DESIGN WIND SPEED = 81 MPH RISK CATEGORY I NOT BE COMPLETE OR ACCURATELY DEPICT THE LOCATION OF THE FACILITIES BRODY SQUARE F Zo = D o Za WIND EXPOSURE = C SHOWN. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL EXISTING, Q0 DESIGN WIND PRESSURE = 31 PSF (STRENGTH LEVEL) NEW, RELOCATED AND ABANDONED UTILITIES WITH THE PROJECT PLANS AND aZ NOTIFY RESPECTIVE OWNERS BEFORE COMMENCING THE WORK OF EXCAVATION, HARDSCAPE DETAILS 0 Zo FOUNDATIONS INCLUDING ANY DRILLING OR PILING REQUIRED FOR TEMPORARY SHORING. o W�Q N CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND w o FOUNDATION DATA BASED ON CONSERVATIVE SOIL VALUES PER 2015 RESOLVED PRIOR TO PROCEEDING WITH THE WORK. SEE CIVIL AND UTILITY MERIDIAN, ID Z� INTERNATIONAL BUILDING CODE. DRAWINGS FOR ADDITIONAL INFORMATION. WQ 0 0 0 o a� FOUNDATION PREPARATION EXCAVATION AND BACKFILL SHALL BE IN VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK. NOTIFY o o of ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 7.6 OF THE THE ENGINEER OF ANY DISCREPANCIES. Kio m ey ))) Horn 0 W D GEOTECHNICAL INVESTIGATION FOR DAPHNE PROPERTIES DEVELOPMENT, ADA N 00 COUNTY, ID PREPARED BY ALLWEST TESTING & ENGINEERING, INC., PROJECT ANY DETAILS STATING "SHOP DRAWING REQUIRED" REQUIRE A SIGNED AND o� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m Q3 NO. 519-522G, DATED MARCH 4, 2020. SEALED SUBMITTAL BY A REGISTERED ENGINEER IN THE STATE OF IDAHO. 0 � �Z 950 Bannock Street, Suite 1100 xlmw� SUBMITTAL TO INCLUDE STRUCTURAL DETAILS AND CALCULATIONS. Boise, Idaho 83702 208 297-2885 0 _ ABBREVIATIONS: N io 0o DESIGNED DRAWN CHECKED W ��F W/ WITH 811 0 �.•''��E of toy'o� GMW GMW ACP N �,=z FG FINISHED GRADE E I— CLR CLEAR `'�`�� S DE8o9 o '••p SCALE (H): N/A 0 �0I=Q MIN MINIMUM �� * * SCALE (V): N A Q `�~ MAX MAXIMUM o J Know wharsbelow _ DATE. SHEET NO. _ '' Call before you dig. i = F NOT TO SCALE 10 12 2020 L N TS 00 i,, CALL 2 BUSINESS DAYS . � w� IN ADVANCE YOU DIG,GRADE,OR ♦•��i�� :.�. PROJECT N0. z x EXCAVATE FOR THE ��AN�SC�Q�400, oo�� w 291015009MARKING OF 0 Ili ozz UNDERGROUND 10/12/2020 DWG. NAME of w U)Q MEMBER UTILITIES w j�PO 5009—HS—DTLS.dwa of 14 shts a 1'2" STUCCO - WHITE BIRCH 1" OVERHANG, TYP. 10" 1'-4" #4 IN BOND BEAM FINE SAND FINISH BY OMEGA (SUBMIT SAMPLE TO OWNER STONE WALL CAP FOR FINAL APPROVAL) STONE WALL CAP - BUCKSKIN CHISELED EDGE COLUMN CAP BY ANCHOR LETTER CUTOUTS TO STUCCO Y4" THICK PAINTED DARK BRONZE STEEL LETTERING ELDORADO STONE, (SUBMIT SAMPLE PER DETAIL 12, SHEET 12 USING A (SUBMIT SAMPLE TO OWNER FOR FINAL APPROVAL) TO OWNER FOR FINAL APPROVAL) MINIMUM OF 3 ANCHORS PER LETTER FONT: TBD 1" OVERHANG, TYP. 10 -8 ~ • /�\/�\/�\ •Q 8" CMU BLOCK, TYP. B U 2 STONE VENEER \/j\/j\/j N PLANTING BACKFILL GEOTEXTILE FABRIC, I /�\/�\/�\� STONE VENEER - MESQUITE TYP. zz CLIFFSTONE BY ELDORADO STONE WASHED # 57 STONE \ \\�\\�\ ROLL-ON FLUID APPLIED WATER-PROOFING (SUBMIT SAMPLE TO OWNER FOR 11 �/ ON ALL PLANTER WALLS. SUBMIT CUT FINAL APPROVAL) 11 10" ; ROLL-ON FLUID APPLIED - - SHEET FOR APPROVAL WATER-PROOFING ON ALL PLANTER WALLS. SUBMIT CUT FINISHED GRADE RAISED PLANTER � SHEET FOR APPROVAL a a A RAISED PLANTER #4@32" CENTERED IN 0 o FULLY GROUTED CELL x B Rof)y SQUAk #4 IN BOND BEAM 2" IRRIGATION SLEEVE 0 4" DIA. SOLID PVC r - - • • DRAIN W/ CAP ON RAISED PLANTER INSIDE AT WASHED STONE • • • • 6 DIA. PERFORATED PIPE, a N J ° �� WRAPPED IN GEOTEXTILE - ! U • ° #4®16 FABRIC, DISCHARGE TO ° °° ° ° ° STORM DRAINAGE SYSTEM (4)-#4 AS SHOWN ^ r,-) U N (2)-#4 AS SHOWN III 178>1 1 i -1 1 121'-8„ 8„ SEE STRUCTURAL NOTES FOR ENTRY MONUMENT - SECTION A SUBGRADE PREP REQUIREMENTS 2 SCALE: N.T.S. 1" OVERHANG, TYP. 9„ STONE WALL CAP J_ #4 IN BOND BEAM 3' 3' N a 16'-8" Y4" STEEL 2 • LETTERING, TYP. �— Y4" X 6" SIMPSON STRONG-TIE PHILLIPS FLAT 0 HEAD TITEN CONCRETE AND MASONRY SCREW, ENTRY MONUMENT ELEVATION OR APPROVED EQUIVALENT. INSTALL PER o SCALE: N.T.S. MANUFACTURERS RECOMMENDATIONS, L_ >, Y2" SAND FINISHED 1 COUNTERSINK HOLES PER DETAIL ON SHEET 12. 4 STUCCO N I a 8" CMU BLOCK, TYP. 8" 1'-3" 6" CMU BLOCK, TYP. //: 2" STONE VENEER N7 p PLANTING BACKFILL 1 A 14 2" STONE VENEER a /�\/�\/ I GEOTEXTILE FABRIC (TYP ) N CMU COLUMN WITH IN DZ STONE VENEER CMU COLUMN WITH o / / / » oN STONE VENEER N I ��//��//��// a FULLY GROUTEDCENTEREDCELL woFINISHED GRADE / ��/ WASHED STONE �a 31 STONE WALL CAP ga / CMU WALL WITH \ I \j\ ' #4 IN BOND BEAM =� / STEEL LETTERING, TYP. STONE/STUCCO jT / 7 FINISH, SEE SECTION 10 \ 2" IRRIGATION SLEEVE � a r / 0" 0 B DETAIL \ � J oY / 7 ,4„ / , _ o _ — — \ �� \ ROLL-ON FLUID APPLIED • z U� / r \ \ / — — — — _ _ _ \ \ WATER-PROOFING ON ALL a _1 _ _ _ PLANTER WALLS. SUBMIT CUTvi zm - - - - - - - - - - - - - - - - - - \ \ \\ w, SHEET FOR APPROVAL - Q 0 Q J / \ 0 0- / / \\ \ \ 4" DIA. SOLID PVC DRAIN —� a N a3 // / \ \\ W/ CAP ON INSIDE AT T� • • ° • °• a 0w / / / '— _ — — ' \ \ \ WASHED STONE i ° a4 o z _ _ o Ana / / — — — — — \ \ \�- ° ° ° • N U • r 6" DIA. PERFORATED PIPE, ° ° ° ~" / / n10'-10" CMU COLUMN WITH \ \ WRAPPED IN GEOTEXTILE ° Y vi o Z >_ ;� STONE VENEER FABRIC, DISCHARGE TO ROLL-ON FLUID APPLIED U_ Za STORM DRAINAGE SYSTEM - WATER-PROOFING ON ALL 00 = oN PLANTER / — — — _ _ — — — — — \ PLANTER PLANTER WALLS. SUBMIT CUT (4)-#4 AS SHOWN 0) z ET O '_z — — — — — — — — — — — — — — — — — — „ „ o o ZQ CONCRETE FOOTING 8 2 -5 8 SHESEEFORRUCTURALL � �Z STONE WALL CAP � � � \ � � � ` ` , � , � � � � STONE WALL CAP NOTES FOR SUBGRADE o 0 Uo PLANTER — — — _ _ — — _ — — — #4©16 PREP REQUIREMENTS w J _ _ _ CO _ w; (2)-#4 AS SHOWN Y LO W� - - - om - - - - - - - - - - - - - - - - - - - - - - - - - CMU WALL WITH ENTRY MONUMENT - SECTION B Ci STONE WALL CAP STONE VENEER 4 Z o mo SCALE: N.T.S. z E zQ BRODY SQUARE Za zo ENTRY MONUMENT DETAILS W0 - WN w MERIDIAN, ID o wz ENTRY MONUMENT PLAN o o WE SCALE: N.T.S. m 3Kio m ey >)) Horn N 00 a� (02020 KIMLEY-HORN AND ASSOCIATES, INC. M v� aw 950 Bannock Street, Suite 1100 Z m _F-Lim Boise, Idaho 83702 208 297-2885 N io 0o DESIGNED DRAWN CHECKED W a LC)o xw � OF 9 � GMW GMW ACP x N D Z SN o 8YI EBo SCALE (H): N/A o JE � * SCALE (V): N A o cn1L J ��sbelow �, ; DATE: SHEET N0. U=o� Call�.e you aly. �' LA-16 74 ti 10 12 2020 0 01~w CALL 2 BUSINESS DAYS . w� YOU IG,GRADEOOR .�.t�L Q�_•• 13 Z PROJECT NO. w x g EXCAVATE FOR THE ��.i��sCE14��0�� 291015009 0 U- 44O■u... w LNi oz UNDERGROUND 10/12/2020 DWG. NAME w'a MEMBER UTILITIES w %x ro 5009-HS-DTLS.dw 10f 14 shts a SECTION 32 90 00 -LANDSCAPE WORK 3.3 PREPARATION FOR PLANTING LAWNS C.1. Record Drawings; reproducible and five prints. A. Examine the areas and conditions under which work will be performed. Notify Contractor of 1.8 SPECIAL PROJECT WARRANTY A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to C.2. Operations and Maintenance information (2 copies), including: conditions detrimental to timely and proper completion of Section Do not proceed until Part 1 -GENERAL A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. C.2.a. Information including descriptive details, parts list, specifications, maintenance unsatisfactory conditions are corrected. B. Warranty trees and shrubs for a period of one year after date of substantial completion, against Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will schedules and procedures for system components. B. Locate all underground utilities and structures and notify Architect of any conflict with Section 1.1 RELATED DOCUMENTS defects including death and unsatisfactory growth, except for defects resulting from neglect by be planted promptly after preparation. y C.2.b. Operation, adjustment of system and components instructions. work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this A. Drawings and general provision of Contract, including General and Supplementary Conditions Owner, abuse or damage by others, or unusual phenomena or incidents beyond landscape A.1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, work at no cost to the Owner. and Division 1 Specification Sections. Installer's control. grades, and elevations shown, after light rolling, addition of amendments, and natural C.2.c. Winterization procedures. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of C.2.d. Schedule indicating required open valve time to produce given precipitation amounts 1.2 SUMMARY period. make replacements during growth season following end of warrant period. Replace trees loosened subgrade to create a transition layer and then lace remainder of planting soil.Add and seasonal adjustments. 3.3 SLEEVING p p g g g Y p p g Y p p g A. This Section includes provisions for the following items: and shrubs which are in doubtful condition at the end of the warranty period; unless, in the specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. C.2.e. Warranties and guarantees. A. Sleeving installed by others. Coordinate with other trades. A.1. Trees opinion of the Owner's Representative, it is advisable to extend warranty period for a full growing C.2.f. Submit five copies. A.2. Shrubs, Grasses, Ground Cover season. 3.4 PREPARATION OF PLANTING BEDS 3.4 TRENCHING AND BACKFILLING A.3. Lawns A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or 1.4 GUARANTEE A. Trenching and backfilling shall be per applicable ISPWC Section. A.4. Topsoil and Soil Amendments Part 2 -PRODUCTS similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: A.5. Miscellaneous Landscape Elements stocks, stones, rubbish, and other extraneous matter. of workmanship and materials. Within one year after date of Substantial Completion repair or B.1. Main Lines and Sleeving: 18 inches. A.6. Initial maintenance of landscape materials 2.1 TOPSOIL B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and replace all defective parts or workmanship that may be found at no additional cost to Owner. B.2. PVC Laterals: 12 inches. B. Related Sections: The following sections contain requirements. A. If deemed usable, native topsoil shall be stock piled for re-sue in landscape work. Topsoil shall be elevations shown, after light rolling and natural settlement.Add 1 1/2 inches of specified compost B.1. Underground sprinkler system is specified in Section 32 84 00- Irrigation fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds, over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately B. Fill and repair all depressions and replace all necessary lawn and planting which result from the C. Surround lines with 2 inches of clean rock-free material on all sides. roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a settlement of irrigation trenches for one year after date of Substantial Completion. 1.3 QUALITY ASSURANCE harmful to plant growth. transition layer, then place remainder of the planting soil. C. Supply all manufacturer's printed guarantees. 3.5 MISCELLANEOUS VALVES A. Subcontract landscape work to a single firm specializing in landscape work. A.I. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See C. Apply Pre-Emergent per manufacturer's recommendation. A. Install manual drain valves up stream. Install devise at mainline tap in accordance with B. Source Quality Control: testing requirements below. Contractor is responsible for whatever soil additives are 1.5 QUALITY ASSURANCE manufacturer requirements for complete operation. Install backflow provision and connect to B.1. General: Ship landscape materials with certificates of inspection required by governing recommended by the tests. Submit to Architect for approval. Compost will be added to other 3.5 PLANTING TREES AND SHRUBS A. Contractor shall be licensed in the State in which this work is being performed. controller. authorities. Comply with regulations applicable to landscape materials. additives and added regardless of test results. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in B. Contractor shall have at least two years prior experience in projects of equal or larger scope. B.2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Provide minimum of three references and list of similar projects with owners' names, addresses, 3.6 CIRCUIT VALVES non-availability to Owner or Owner's Representative, with proposal for use of equivalent friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around and phone numbers, when requested by Owner. A. Install in valve box, arranged for easy adjustment and removal. material. litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and A.1. Provide union on downstream side. B.3. Analysis and Standards: Package standard products with manufacturer's certified analysis. extraneous or toxic matter harmful to plant growth. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation p y g y p For other materials, provide analysis b recognized laboratory made in accordance with B.1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project is approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until competent in all phases of the work of this Section. A.2. Adjust automatic control valves to provide flow rate of rated operating pressure required for p y y g ry p p � pp y g Y p g p g each sprinkler circuit. methods established by the Association of Official Agriculture Chemists, wherever applicable. site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around B.4. Trees, Shrubs, and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, not less than 4 inches. Do not obtain from bogs or marshes. base of trunk. 1.6 SYSTEM DESCRIPTION genus, species, and variety shown and scheduled for work complying with recommendations B.2. Composition: Topsoil shall contain from 1 to 20%organic matter as determined by the B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides A. Design requirements: 3.7 PIPE INSTALLATION and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation with an approved can cutter and remove can; remove bottoms of wooden boxes after partial A.1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at vigorous stock, grown in recognized nursery in accordance with good horticultural practice Report No. 1. Maximum particle size, 3/4-inch, with maximum 3% retained on 1/4-inch backfilling so as not to damage root balls. A.2. Layout system to obtain optimum coverage using manufacturer's standard heads. Spray on points of intersection and change of direction in main line pipe as per manufacturer's and free of disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, screen. Other components shall conform to the following limits: C. Dish top of backfill to allow for mulching. walks, walls or paved areas is not acceptable. recommended specifications. Install manual drains. abrasions, or disfigurement. pH 6.5 to 7.5 D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into A.3. Zoning shall be designed for optimum use of available pressure and efficient distribution for B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface B.5. Label at least one tree and one shrub of each variety by attaching a waterproof tag with Soluble Salts 600 ppm maximum top of backfill and finish level with adjacent finish grades. types of plantings and shapes of planting areas. all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented legible designation of botanical and common name. Silt 25-50% D.1. Provide 3 inches thickness of mulch. A.4. Design pressures: Install pressure regulating equipment as necessary. joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's B.5.a. Where formal arrangements or consecutive order trees or shrubs are shown, select Clay 10-300% E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an A. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall recommendations. Use Teflon thread sealant(tape)at all threaded joints. /o stock for uniform height and spread. Sand 20-50 adequate film over trunks, branches, stems, twigs and foliage. be on main supply line downstream from main shut off valve. C. Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 B.6. Inspection: The Owner's Representative may inspect trees and shrubs either at place of B.3. Contractor shall submit representative soil report on imported topsoil proposed for use for F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the growth or at site before planting, for compliance with requirements for genus, species, approval. Report shall meet standards below. Contractor is responsible for whatever soil Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not A.6. Install approved backflow prevention device in conformance with local or prevailing codes, p variety, size, and quality. Owner's Representative retains right to further inspect trees and additives are recommended by the test. Compost will be in addition to other additives and cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune and in approved site location. Provide for drainage without erosive damage. pressure loss and provide minimum fluctuation in system operating pressures. shrubs for size and condition of balls and root systems, insects, injuries and latent defects, added regardless of test results. shrubs to retain natural character. Pipe Size Pipe Section Pipe Size Pipe Section and to reject unsatisfactory or defective material at any time during progress of work. C. Soil Testing G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. 1.7 EXTRA EQUIPMENT 3/4" 0-9 GPM 1 1/2" 26-34 GPM Remove rejected trees or shrubs immediately from project site. C.1. Soil tests are required for this project(see above for requirements). Test shall be provided as H. Guy and stake trees immediately after planting, as indicated. A. In addition to installed system, furnish owner with the following: 1" 10-17 GPM 2" 35-50 GPM follows: I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as A.1. Valve operating key and marker key. 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM 1.4 SUBMITTALS Provide certified analysis at time of sample submitted (three samples imported topsoil). necessary for elimination of weeds. A.2. Wrench for each sprinkler head cover type. D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer of A. General: Submit the following in accordance with Conditions of Contract and Division 1 Amend soils per chemist's recommendations and as herein specified unless otherwise A.3. Two(2)sprinkler head bodies of each size and type. specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24"apart max). Specification Sections. approved by Landscape Architect. 3.6 SODDING NEW LAWNS Coil 20 linear feet at each balled and burlapped tree around base and to allow for tree removal if B. Plant and Material Certifications: C.2. Test shall include, but not limited to recommendations on chemical distributions, organic A. General: Install lawn sod in all areas designated on the drawings. A.4. Two(2) nozzles for each size and type used. required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation B.1. Certificates of inspection as required by governmental authorities. contents, pH factors, and sieve analysis as necessary. Test#1T by Western Laboratories B. Soil Preparation B. Store above items safely until Substantial Completion. of flush valves at end of circuit runs. B.2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. (1-800-658-3858) is required. B.1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a C. Deliver above items at Substantial Completion. E. Flush Valves: Install flush valve at end of each drip line run. B.3. Label data substantiating that plants, trees, shrubs, and planting materials comply with C.3. Contractor is responsible for whatever soil additives are recommended by the soil testing depth of eight(8) inches by approved means, then finish graded as hereinbefore described. specified requirements. laboratory. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. PART 2 -PRODUCTS 3.8 SPRINKLER HEADS C. Mulch: Submit 1 gallon bag of mulch sample for approval. CA. Contractor shall coordinate, obtain and pay for all soil tests. D. Sod Placement C.5. If regenerative noxious weeds are present in the soil, remove all resultant growth including D.1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod Sod A. Flush circuit lines with full head of water prior to head installation. 2 1.5 DELIVERY, STORAGE, AND HANDLING roots throughout one-year period after acceptance of work, at no cost to Owner. layers shall be experienced, or if inexperienced, shall be constantly supervised by an .1 PIPE AND FITTINGS A.1. Install heads at level with mulch. A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against experienced foreman. The Contractor shall insure that the base immediately ahead of sod A. PVC 1120,olv ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, A.2. Locate part-circle shrubbery heads to maintain a minimum distance of six inches (6")from drying and breaking of rolled strips. 2.2 pH ADJUSTERS layer is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. type. Solvent-weld type: walls and four inches (4")from other boundaries unless otherwise indicated. Keep overspray B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be Lay sod with long edges perpendicular to primary slope. A.1. Pipe: to a minimum. otherwise approved by Owner's Representative. Do not bend or bind-tie trees or shrubs in such used to adjust soil pH. D.2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. A.1.a. Pressure lines: Schedule 40 solvent weld. manner as to damage bark, break branches, or destroy natural shape. Provide protective Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to A.1.b. Lateral lines: Schedule 40 pvc. 3.9 CONTROL WIRE INSTALLATION covering during delivery. Do not drop balled and burlapped stock during delivery. 2.3 SOIL AMENDMENTS subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into A.1.c. Sleeving: Class 200 pvc. A. Bury wires beside or below main line pipe in same trench. C. Deliver trees and shrubs after preparations for planting have been competed and plant A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery (208)375-5262 and NuSoil minor cracks between pieces; remove excess to avoid smothering of adjacent grass. A.2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where required at B. Bundle multiple wires together with tape at ten feet 10' maximum intervals. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Compost(208)629-6912 or approved equal in equal amounts by volume. D.3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper g Yp q p g p ( ) valves, risers, etc. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum shade, protect from weather and mechanical damage, and keep roots moist by covering with B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be contact between soil and sod. Final rolling must provide a uniform surface.After final rolling, A.3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic" of i e" riser. mulch, burlap, or other acceptable means of retaining moisture. free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, g p p Yp p intervals between. D. Do no remove container-grown stock from containers until planting time. manufacturer, and content. Protect materials from deterioration during delivery and while stored healthy and vigorous growth with no dry or dead spots. A.4. Solvent: NSF approved solvent for Type I & II PVC. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch-Lock E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage to at site. DA. Add fertilizer"B" at the manufacturer's recommended application rate. B. Polyethylene Pipe connectors, or approved. root balls during delivery, storage, and handling. B.1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform Planting E. Water sod thoroughly with a fine spray immediately after planting. B.1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where drip tubing is not 5-gram tablets 20-10-5 type or equal. F. Sodded Lawn Establishment otherwise used. 3.10 AUTOMATIC CONTROLLER 1.6 JOB CONDITIONS B.2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 F.1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of B.2. Fittings: Schedule 80 PVC. A. Install on site as approved. Verify location with Owner Representative. A. Utilities: Determine location of underground utilities and work i a manner which will avoid possible applied at the rate of ten pounds per acre. sod lawn areas until Final Acceptance of the project. B.3. Clamps: Stainless Steel. B. Install typewritten legend inside controller door. damage. hand excavate, as required. Maintain grade stakes until removal is mutually agreed B.3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic F.2. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18"spacing. upon by parities concerned. Fertilizer Milorganite (6-0-2)type or equal. the Manufacturer's recommended application rate. Verify all methods of application. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or Contractor shall notify the Landscape Architect in writing that the fertilizer applications have 3.11 TESTING adverse drainage conditions, or obstruction, notify Owner's Representative before planting. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. occurred and on what dates. 2.2 SPRINKLER HEADS A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition A. Description:Appropriate for application in throw, pressure and discharge. Each type of head shall inspected and tested. W to prior conditions at project completion. 2.4 PLANT MATERIALS 3.7 MAINTENANCE be of a single manufacturer. B. Pressure testing: 0 LJ z D. Tree Protection: A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project A.1. Lawn heads: pop-up type. B.1. Make necessary provision for thoroughly bleeding the line of air and debris. - D. Existing trees to remain should be protected before any site/demolition. Tree protection area landscape work and complying with recommendations and requirements of ANSI Z60.1 Final Acceptance. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. B.2. Before testing, cap all risers, and install all valves. 11 Ld is defined as the area within the drip line diameter. "American Standard for Nursery Stock". B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for B.3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for w 0 D.2. Place protective fencing around a tree protection zone. Protective fencing shold consist of B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset 2.3 AUTOMATIC CONTROL SYSTEM leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. a_0U) highly visible, physical barrier(a minimum 6-foot high chain-link fence is recommended)to be configuration recommended by ANSI Z60.1 for type and species required. Single stem trees trees and shrubs to proper grades or vertical position as required. Restore or replace damaged A. General Furnish low voltage system manufactured expressly for control of automatic circuit B.4. Fill all zone lines with water to static pressure. Hold for 15 minutes.lns ect for leakage. 0 Q placed 10-feet outside the dripline of the tree(s). except where special forms are shown or listed. wrappings. Spray as required to keep trees and shrubs free of insects and disease. g y p y p p g a 0 valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as B.5. Contractor shall provide all required testing equipment and personnel. Test shall be 3:Z D. Do not strip topsoil or grub under story within protection area. The tree under story to be C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations such as indicated. performed in presence of Landscape Architect. Contractor shall make notice of test(48) =Z removed shall be cut instead of pulling or grubbing. Leave the soil undisturbed. of canes required by ANSI Z60.1 for type and height of shrub. tolling, regrading and replanting as required to establish a smooth, acceptable lawn,free of 00 DA. Prohibit earth stockpiling, material storage, vehicle parking and traffic within tree protection D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. eroded or bare areas. B. Control Enclosure: Manufacturers standard wall mount with locking cover, complying with NFPA hours in advance. �w area. Dimensions indicate minimums read for spreading and semi-spreading type evergreens and D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable 70. B.6. Provide required testing equipment and personnel. p p 9 p 9 Yp 9 P 9 q p o� D.5. Prohibit dumping of refuse, chemicals, and other materials and puddling or running water height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. lawn. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Including switch for B.7. Repair leaks, and retest until acceptance by the Landscape Architect. Y that may inure tree growth. Provide normal quality evergreens with well balanced form complyingwith re requirements for other manual or automatic operation of each circuit. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if L Z Li 0 Y 1 9 q Y 9 q 9 p p p Y p 9 Z Q) �r D.6. Prohibit cutting, breaking, and skinning of branches and roots.All pruning of branches and size relationships to the primary dimension shown. 3.8 CLEANUP AND PROTECTION D. Timing Device:Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, Vi roots is to be performed by a Certified Arborist. A. During landscape work, keep pavements clean and work area in an orderly condition. any day in a 7 or 14 day period. orifices and/or adjustment as directed to provide uniform coverage. a oZ J D.7. Prohibit skinning and bruising of bark. 2.5 GRASS MATERIALS B. Protect landscape work and materials from damage due to landscape operations, operations by E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer of control unit; type D. Final inspection: o G m W D.8. No changes in grade should be made within the dripline of existing trees. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds other contractors and trades, and trespassers. Maintain protection during installation and AWG-UF, UL approved. V) 0 D.1. Clean, adjust, and balance all systems. Verify that: a 10-0 D. Temporary irrigation is highly recommended for all remaining trees during construction. This and undesirable native grasses. Provide only sod capable of growth and development when maintenance periods. Treat, repair, or replace damaged landscape work as directed. D.1.a. Remote control valves are properly balanced; z 0 0 U, system should provide adequate coverage and quantity of water during all phases of planted (viable, not dormant). 0 2.4 VALVING D.1.b. Heads are properly adjusted for radius and arc of coverage; Z o X L)m construction. A.1. Provide sod of uniform pad sizes with maximum 5/o deviation in either length or width. 3.9 INSPECTION AND ACCEPTANCE A. Manual valves: brass or bronze for direct burial, ate valves 150 pound class threaded Z o 0 J D.10. Before the contractor leaves the site, all existing trees which have been damaged due to Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of A. When landscape work is completed, including maintenance, Landscape Architect will, upon g p D.1.c. The installed system is workable, clean and efficient. _ N�'N= construction should be repaired/replaced at the ex expenses of the contractor. supporting o connection with cross type handle designed to receive operating key. p pporting their own weight when suspended vertically with a firm grasp on upper 10/o of request, make an inspection to determine acceptability. E. Winterization: Winterize system at the end of first season of system operation. Review procedures W -0= E. Excavation Around Trees: pad will be rejected. B. When inspected landscape work does not comply with requirements, replace rejected work and B. Automatic circuit valves: high impact plastic with corrosion-resistant internal parts. Low power with Owner's Representative. 2 0 0 of Z E.1. Where trenching is required in the vicinity of the tree, proceed as follows: B. Provide sod composed of: Rhizomatous Tall Fescue RTF from the The Turf Company, Meridian, continues specified maintenance until reinspected b Landscape Architect and found to be solenoid control, normally closed, with manual flow adjustment; same manufacturer as control Y Ln o 9 q Y p P ( ) P Y, p p Y p o 3 m J H E.1.a. As the trench approaches the drip line of the tree, dig by hand until the roots ID (208)888-3760 or approved equal. acceptable. Remove rejected plants and materials promptly from project site. unit. END OF SECTION o Z Q encountered are two inches or larger in diameter. B.1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected = vi 0 V) E.1.b. A similar trench is to be dug on the opposite of the tree and a tunnel augured under the 2.6 MISCELLANEOUS LANDSCAPE MATERIALS to potable water. m J D70N 0)0 Z a tree between the two trenches at a depth of 4 feet. A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard END OF SECTION B.2. Drip Control Zone Kit: Hunter PCZ-101. 0 0 X z Z E.1.c. If auguring is impractical, continue digging by hand. Carefully dig under any roots over 4 excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve Z j Z Z inches in diameter. Do not cut main lateral roots or tap roots. mix in accordance with manufacturer's instructions. grouping. < =w 0 E.2. Where excavating for new construction is required in soil containing the roots of the tree, B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in SECTION 32 84 00 -IRRIGATION (PERFORMANCE) D. Manual drain valves: 0 °o>r hand excavate to minimize damage to root system. Use narrow tine spading forks and comb appearance, and shall contain no toxic substance detrimental to plant life. 7) 0 Qf W D. Bronze construction, straight type, 150 pound class, threaded connections, with cross typeLO -Ln(L,l- soil to expose roots are encountered, expose beyond excavation limits as required to bend C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or PART 1 -GENERAL operating handle designed to receive operating key. Calco, Champion 100, or approved co Q o} and relocate without breaking. redwood,free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, equal. a E-�-m E.3. If root relocation is not practical, cut roots approximately 3 inches back from new pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less z 1.1 CONDITIONS AND REQUIREMENTS: D.2. Size: 3/4 inch. 'o.N�o construction. than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, z a-�Q E.4. An digging or cutting that tears roots or disturbs soil beyond the grading limit is and size to protect tree trunks from damage b wires. A. General and Supplementary Conditions, and Division 1 General Requirements. E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. 0 E'Xt-a y gg g g y g g p g Y BRODY SQUARE a i Q)Z o unacceptable. All roots larger than one inch much be cut by a Certified Arborist. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). � 0 0,Z Q E.5. Do not allow exposed roots to dry before permanent backfill is placed; provide temporary Part 3 -EXECUTION 1.2 SUMMARY G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. CD U o Q Q support and protect roots against damage until permanently relocated and covered with A. Work included: H. Air Relief Valve: Netafim Model TLAVRV. LANDSCAPE SPECS 0 Q X Z Z backfill. 3.1 PREPARATION -GENERAL A.1. Provide and install a complete and operating automatic irrigation system for all lawn and 0 F. Construction Pruning: A. General Contractor shall be responsible for excavating planting areas to appropriate depths for planting areas. 2.5 MISCELLANEOUS ° =N F.1. Hire an Arborist certified by the International Society of Arboriculture. Where roots have been placement of topsoil as specified herein. A.2. Connect to main water supply at existing site stubout as provided. a Uj 0 0 00 Pp Y 9 p A. Chemicals: primer and solvent glue as required by pipe manufacturer. 0 W= cut, Arborist shall prune the tree to compensate for the root loss and prune any low limbs B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and MERIDIAN I D 0 X Z D A.3. Sleeving under paved areas B. Valve box-high impact plastic, green in color. a X Li Q which may interfere with construction activities. Compensate in approximate direct proportion outline areas and secure Architect's acceptance before start of planting work. Make minor A.4. Obtain and a for all ermits and fees for the work of this section. g p p g 0 0 X W Z to root loss. Do not use any sort of paint or dressing on wounds or pruning cuts. Root pruned adjustments as may be required. pay p C. Valve cover and frame-compatible with valve box with provision for locking. o o x�W o � and construction pruned tree shall be fertilized by the landscape contractor by broadcasting A.5. Perform work on a design/construct basis, subject to the requirements of the Contract D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. o Z Documents, applicable codes, and good design n practice. Kio m1ey >>> Horn 0 0 0 N� sulfur coated area 38-0-0 at the rate of 5 a lbs. per 1,000 square feet over the root zones of 3.2 PREPARATION OF PLANTING SOIL pp g g p z N X 00 the trees. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous A.6. Winterization of system. PART 3 -EXECUTION a �y�0� materials harmful or toxic to plant growth. _� �z- ) 2020 KIMLCY-. ORN ,AND ,ASSOCIAT-S, I\C. m ') a� 1.7 SEQUENCING AND SCHEDULING B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer If 1.3 SUBMITTALS o' o v 0 F-z 3.1 GENERAL ��0 Bc��nock Slreel, Sure 1'00 x�0 w A. Planting Time: Proceed with and complete landscape work as rapidly as portions of the site planting will not follow placing of planting soil in a few days. A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: A. Install system to provide for adequate protection against freeze damage. Boise, Idaho 83702 208 297-2885 0 �X 0 D become available, working within seasonal limitations for each kind of landscape work required. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. � 00A. Manufacturer's printed product information and catalog cut sheets for all system components; B. Installs stem in accordance with approved Contractor design drawings. All deviations from the DESIGNED DRAWN CHECKED C)0 A.1. Plant or install all plant materials during normal planting seasons from 15 March to 15 Shrub Areas: 1/3 compost, 2/3 topsoil. Y pp g g ,0,01 ••••.. W N E five copies. . • a W p plans must be approved, and clear) recorded on record drawing. . OF X�_- November. Fertilizer: Per soil test and manufacture's recommendations. p pp � y g .• �� IO •. GM W GM W ACP N a I ,� B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout C. Installs stem and components in strict accordance with manufacturer's recommendations. 811 . .•_ �P 9� �'. Z�I o=Z A.2. Correlate planting with specified maintenance periods to provide maintenance from date of C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and details illustrating location and type of head, type and size of valve, piping circuits, circuit Y p `' �,� s DEBoy ° '; SCALE (H): N/A Z o� sustantial completion. and mix thoroughly before planting. D. Install quick coupler(s)on main supply line, approximately equal spacing, at valve box locations \ / . ,� * . � E Ln W GPM, pipe size, controls, and accessories. � / p SCALE V : N/A W x w Z B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to p p or intervals of approximately 200 feet, whichever is greater. Locate adjacent to paved surfaces, at ( ) E E =a C. Record Drawings: At completion of this work, submit to the Contractor: valve boxes where Knowwmftbelow ; - C, p DATE: SHEET NO. 0 o>w w planting of lawns, unless otherwise acceptable to Owners Representative. If planting of trees and practical. ■ W o Call before you dig. LA-16 74 ti: 10 12 2020 shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting ;�� . L 0~w CALL 2 BUSINESS DAYS • & �� W PROJECT NO. Ld 0 o Z a from planting operations. 3.2 SURFACE CONDITIONS IN ADVANCE BEFORE O•. 1� Pam.•• 14 0 I X w� YOU DIG GRADE OR �* C Z ..U �m E oz EXCAVATE FOR UNDERGROUNDHE �••�•��SC��:�..•. 291015009 a E v)00 MARKING OF •••■■■■•�� W -,w 0 Q MEMBER UTILITIES 10�12�2020 DWG. NAME w jX r`0 5009-LS.dw of 14 shts POST CAP 6'-0" O.C. 5" X 5" POST 13/4" X 3Y2" TOP RAIL .g10"OPENING 01/2" SPECIFICATIONS MOUNTING HOLES MATERIAL The TR-12 trash receptacle Shall be fabricated 1/4"X 2" with 1/4 x 1-1/2" mild Steel vertical slats welded -_ BASE CROSS to 1/4 x 1-1/2" hoops. Flared straps Shall be welded to 1/2" rod. All Steel Shall conform to i o e A5TM A36 hot rolled Steel and Shall be wheelabrated prior to fabrication. All removable - and hinged tops come with a vinyl coated N galvanized Security cable. Liner Shall be 30 gallon black polyethylene OPEN VERTICAL SLAT Anchor bolts by others TOP (50% OPEN VISION) 1/2"STEEL ROD :P123"TOP PER MERIDIAN CITY UDC (TOP REMOVED FOR CLARITY) WELDS 11-3A-7A.7 All welds between flat straps Shall be Smooth, continuous fillet welds ground Smooth where necessary,to remove any burs or sharp edges. 11" X 51" BOTTOM & 16 GA.SPUN STEEL DOME TOP Where flared straps meet 1/2" rod, all welds are CENTER RAIL 30„ POWDER COATED TO MATCH ground smooth for appearance. 0 PROTECTIVE COATINGS Following fabrication the receptacles shall be cleaned and treated with a 5 stage iron phosphate process prior to the coating 00 application.The protective coating Shall be PANELS either polyester or polyester TGIC powder applied by the dry electrostatic method. The resultant coating shall be minimum of 4 mils 32" thick on all surfaces. Corrosion resistant 1/4"X STEEL RINGGSS 1-1 undercoat required (2 PLACES) OPTIONS Tops: Open, Spun steel flat, Spun dome, Hinged dome, Hinged flat, Ash dome (34)1/4"X 1-1/2" 5ide opening door STEEL STRAPS m UX35 gallon polyethylene liner LL go Receptacles with 35 gal. liners are 36"tall MOUNTING HOLES — POLYETHYLENE LINER Leveling feet 25 (30 GAL LONCAPACITY) _____ — = I = I = I = I = I = I = I = = I = I = I = I = I = — = I = I — FINISHED GRADE REvog-zg-16 Q —Ed I—Ed I—Ed I—— I- I I = I = I = I = I = I = I = I = I = I = I = I = I I = I = I = II W = _ = _ _ _ _ = I = I = I = I = I = I = I = I = I = I = I = I = I = = I = I — I - FairWeather Site Furnishings _ _- I - I - I - I - I - I - I - I - I - I - 1 - 1 - 1 _- 1 =1 TR-12TrashReceptacle, SpunDomeTop 360-895-2626 or Toll Free 800-323-1798 U — — —d I — — _ _ _ _ _ _ _ _ _ _ _ _ _ Port Orchard,Washington — I — I — I — I I — I — I — I — I — I — I — I I — I I ©1999-2016 Leader international Corporation,FairWeather Site Furnishings division with 30 Gallon Liner Notice:These products are proprietary.Numerous designs are patented or patent � _ = I - I - I - 1 = 1 = 1 = 1 = 1 = 1 = I = 1 - 1 = 1 I — 1 - III— pending under Leader Manufacturing,Inc. — — _ _ Ed IEd I I I = I — II == I = = I FOOTING PER MFG —III—I — I I —� 1 1=� I �_� —I I =III=I —� - I = I = I I = RECOMMENDATIONS I —1 1 1- 1 1 1 I= _ _ il- -I i I I — I—I — _ TRASH RECEPTACLE BLACK; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER NOTES: � — I —III—III— � ( ) 1. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM R/W. 3. 6" WIDE ROCK MULCH MOW STRIP TO BE INSTALLED AT BASE OF FENCE ON SCALE: N.T.S. 2. ALL FENCE CONNECTIONS PER MANUFACTURER RECOMMENDATIONS. COMMON LOT SIDE. 3. ALL FENCE MATERIAL TO BE WHITE. 4. SHOP DRAWINGS REQUIRED. 1 OPEN VISION VINYL SLAT TOP FENCE SCALE: N.T.S. POST CAP 6'—0" 0.C. 26" SPECIFICATIONS 5" X 5" POST 1 Y2" X 5Y2" RAIL MATERIAL z The FL-3 bench is constructed of mild steel in o� X 137/8" PANELS three sections consisting of two end sections and one seat section. All parts are drilled and wo N u s l ect ony are made wirmed for th quick aooembly. End 33-1/2 h 1 x 1"sold steel bar 3:Q stock. All seat sections shall be fabricated Z with 1" sch.40 pipe and 1/4 x 1-1/2" mild steel of 1� 1STEEL BAR strap. Steel shall conform to ASTM A36 hot o END FRAMES 16-1/2" rolled steel. All steel shall be wheelabrated Y prior to fabrication. Li Z HARDWARE Fasteners shall be 3/6 socket head cap 0 0� screws with vandal resistant pins. N N 0 1-1/2"STEEL STRAP Anchor bolts by others o 0 L 15-5/8" TO It-4 Z w W/1/2 DIA. HOLES PROTECTIVE COATINGS o w m Powder Coating: All Metal, Following 0) w 1"SCH 40 STEEL PIPE fabrication shall be cleaned and treated withUj 3 4 ~(3 0 an iron phosphate process prior to the Y Vi �Z U- L- -I coating application. This process shall include o LJ Z Q c� a non-chromated alkaline cleaner and an iron < Cn 0 o oV) phosphate treatment followed with an acidic = 0<0) Zsealer for maximum adhesion. The protective Z oZ a coatings shall be.either polyester or polyester Z LnZ TGIC powder. Following application the parts o o Ldo shall be baked until properly cured. The 3 w coating shall be a minimum of 4 mils thick on LO Co Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ all surfaces. Options for finish:Corrosion - - E om _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ resistant undercoat, strongly recommended 0 > Z Z > wZ E �a OPTIONS BRODY SQUARE Z o Length:4, 5, 6, 8 ft. standard,other lengths Ln Z Q available W of Qa I'L-3 bench lengths upto8ftavailable HARDSCAPE DETAILS Z 0 ! without an additional frame. All benches w� �Q o =� 72-3/4"OUT TO OUT W/29 STRAPS longer than will rec(uire a center frame. a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — _ Center arm MERIDIAN, ID w Q =I I=I I=I I=I I=I I=I I=I I=I I=I I=I I=I I I I=I I=I I=I I=I I=I = _ _ _ _ _ _ - - M w — — — — — — — — NOTE:BOLT DOWN HOLE LOCATONS 1 LESS THAN OUT TO OUT DIMENSIONS REV 4-19-13 Z) o a- I-1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I=______ _____ — o 20� �_�I=�I=�I=�I=�I=�I=�I=�I=�I=�I I=�I=�I=�I=�I=�________ ______—,;I FINISHED GRADE Z w j I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ Fairweather Site Furnishings Kio m ey >>> Horn i 00 Q I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I_______ _ I—III=I I — —III I Port Orchard,6 or Wash1nFon 800-323-1798 Z .,_ a� J -1 I_I I_I I_I I_I I_I I_I I_I I_I I_I I=__I I_I I_I I_I I_I I_I =_________________ __ I —I Plaza Series Model PL-3 Bench ©1999-2013LeaderInternationalCgorporation,FairWeatherSiteFurnishingsdivision 2020 KIMLEY- ORN AND ASSOCIAT-� 1, C� ~ (� I I I-I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I ' Notice:These products are proprietary.Numerous designs are patented or patent 9` 0 E3 U i n o c k �l r e e 1, Ju i r e 1 00 0 pp~w 1 —I I=III—I l i —I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I—I I I I I I—I I I—I I I—I I I—I I I—I I I I i II pending rider Leader Manufacturing,Inc.x wD u ^ In Boise, Idaho 83702 208 297-2885 �,Z0 cv 11 1=1 1 1=1 1 1=1 1 1=1 1 1:1 1 1=1 11=I I—I I-I I=I I I-1 1 1 11 1 FOOTING PER MFG DESIGNED DRAWN CHECKED 5 �oC)o — w N o NOTES: —' ' RECOMMENDATIONS X=F >, ��•oP�� of Ioq '•.•• GMW GMW ACP N a��Z 1. FENCE TO STEP DOWN TO 3 HEIGHT 20 FROM R/W. 3. 6 WIDE ROCK MULCH MOW STRIP TO BE INSTALLED AT BASE OF FENCE ON S� s DEeo �o SCALE (H): N/A o �. 2. ALL FENCE CONNECTIONS PER MANUFACTURER RECOMMENDATIONS. COMMON LOT SIDE. ��iwZ 3. ALL FENCE MATERIAL TO BE WHITE. 4. SHOP DRAWINGS REQUIRED. SCALE (V): N/A w E �a Know wbarsbelow. DATE: SHEET NO. o= w Call before di ' C� W ' w ow LA-16 74 � : 10 12 2020 L m~w CALL 2 BUSINESS DAYS •• � ��.� w T� a SOLID VINYL PRIVACY FENCE W BENCH (BLACK; SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER) YOU°IG,GRADE BEFORE '••. La�scAp� ��,o'' PROJECT N0. 1 O 3 SCALE: N.T.S. SCALE: N.T.S. '"••••'•• U g EXCAVATE FOR THE ��e ••.� 0 I1.1 li OZ UNDERGROUND 10/12/2020 DWG. NAME a w n Q MEMBER UTILITIES w jX�7--0 5009-HS-DTLS.dw of 14 shts Ii DESIGN STANDARD: 20' MANUFACTURER: CLASSIC RECREATION SYSTEMS 24 GA HR-36 STEEL REPRESENTATIVE ORGANIZATION: SONNTAG RECREATION SHOP ROOF MODEL #: CHARLESTON MODEL, 20' X 20' DRAWING 24 GA 17' DESCRIPTION: COLOR: ROOF - JADE GREEN; REQUIRED FASCIA COLUMNS - JET BLACK TRIM 8'-6" CEILING - WHITE - OR EQUAL PER THIS DETAIL 7A_ 20' 24 GA HR-36 STEEL ROOF41 12 1\\__24 GA FASCIA TRIM COMPRESSION PROVIDE CONDUIT PER \ / \ CENTER OF / DETAIL 6, SHEET 11 FOR RING THIS COLUMN ONLY STRUCTURE / Q0 MAIN BEAM PERIMETER 00 BEAM 6" X 6" COLUMN \ / CENTER OF FTG, \ / \ / ANCHOR BOLT, & \ / COLUMN, TYP. ELEVATION FINISHED GRADE PLAN 6" X 6" EXTENSION LAYOUT PLAN COLUMN BEAM 5 PICNIC SHELTER SCALE: N.T.S. #4 IN BOND BEAM 1" OVERHANG, TYP. STONE WALL CAP - BUCKSKIN CHISELED EDGE COLUMN CAP BY ELDORADO STONE, (SUBMIT SAMPLE c� TO OWNER FOR FINAL APPROVAL) 5PECIFICATION5 8" CMU BLOCK, TYP. • • Y2" STUCCO - WHITE BIRCH 581/2" MATERIAL N FINE SAND FINISH BY OMEGA N 103/4" 4"� Table and Seat Tops: 3-1/2" x 3-1/2" recycled N x (SUBMIT SAMPLE TO )OWNER FOR Li plastic slats. Q WZ Frames: Basic frame - for table: 3" x 3" x FINISHED GRADE ROLL-ON FLUID APPLIED ALd 3-1/z"x3-1/z" 3/16" angle welded to 3" x 3" x .120 wall tube; o WATER-PROOFING ON ALL Ld� RECYCLED PLASTIC for seats: 3" x 3" x 3/16" angle welded to x PLANTER WALLS. SUBMIT CUT Na 3" x 3" x .120 wall teel tube; table center Q SHEET FOR APPROVAL �Q brace 1-1/2" x 1-1/2" x .120 wall teel tube; table FINISHED GRADE 0 of and Seat top slats Supported by a complete o0 3r CONDUIT HOLE framework. All Steel drilled and formed for ° A-BOLT uick aooembl . All feel Shall conform to #4®32 CENTERED IN Li ^O z0 6"X6" COLUMN 70" ASTM A36 h t rolled Steel. FULLY GROUTED CELL z z o~ BASE PLATE DRAWING SHOP #4 IN BOND BEAM ° ADJUST FTG. DEPTH FOR REQUIRED HARDWARE o LOCAL FROST CONDITIONS . Recycled plastic slats Shall be attached to N � �F frames with 3/8 plated carriage bolts, nuts (3)-#4 AS SHOWN Z a� Y4 EXPANSION JOINT • • a 0w MATERIAL 6"X6' COLUMN and washers. it 0 NQ FINISH GRADE SLAB HAND HOLE W/ COVER 0 120 x 3"x 3"TUBE SURFACE MOUNTING: • • • r 3 �� CONCRETE HEX NUT BY CONTRACTOR Anchor bolts by others a a o SEE STRUCTURAL Z ° NOTES FOR SUBGRADE Y vi Of WASHER & BASE PLATE HOLES FOR ANCHOR BOLTS ° rw 29„ ANCHOR BOLTS BY OTHERS PERMANENT EMBED MOUNTING: #4®16" • • PREP REQUIREMENTS I Depth and diameter of pot hole may vary W with Soil conditions. Consult project engineer oa _ Z ICY) zfor correct dimensions. Rebar by others O za J a i Loz - - - (2)-#4 AS SHOWN 8" 1'-4" 8' w o N PROTECTIVE COATINGS Followingfabrication w — frames shall be cleaned and treated with an iron Lo 3 �Y FOUNDATION PER CID phosphate process prior to the coating E om - MANUFACTURERS �o° application.This process shall include a SEAT WALL - SECTION o RECOMMENDATIONS 8 Z non-chromated alkaline cleaner,and an iron SCALE: N.T.S. z E �a o a phosphate treatment followed with an acidic BRODY SQUARE Za 3 .120x3"x3"TUBE protective En 0 13 /4 sealer for maximum adhesion.The � Q N z coatings shall be either polyester or polyester Q) zo STUB ELEC CONDUIT PER LOCAL 3o3/s" o T61C powder. Following application the parts shall HARDSCAPE DETAILS o w< CODE, EXTEND CONDUIT A MINIMUM _ OF 1'-0" BEYOND CONCRETE 163/41, 3/16"x 3"x 3"ANGLE be baked until properly cured.The coating shall beUj Ld PAVEMENT, SEE COLUMN DETAIL a minimum of 4 mils thick on all surfaces. MERIDIAN, ID 0 T Li¢ PLAN FOR LOCATION0 Z „ OPTIONS ■ o Ln z� I I_ 47314 5z Mounting: surface mount or permanent embed ey >>> Horn ow I I- Table & Seat To s: I 0 cv o o I ADDITIONAL SUPPORT STRUCTURE p Z a Of Z� FOR PLASTIC SLATS Recycled Plastic: 202o Ki�22Y oRN AND associA7-s, i�c. z- �i m 1)w I �- xEvs-ls-lo weathered wood 9-' 0 Ba-,r,ock 3ireet, Same ��0o z _ I SEE STRUCTURAL NOTES Boise, Idaho 83702 208 297-2885 N io FOR SUBGRADE PREP Fairweather Site Furnishings DESIGNED DRAWN CHECKED•�......... W �F REQUIREMENTS Model F-5P Picnic Table 6 ft. 4 x 4 . °�P�� of I�q�'o. GMW GMW ACP z 360-895-2626 or Toll Free 800-323-1798 z i�=z S s. �s8 0 SCALE (H): N/A o Cn-z Port Orchard, Washington 0 E w ©1999-2010 Leader International Corporation, • • -,w" Recycled Plastic, Surface Mount SCALE (V): N A o�� J Fairweather Site Furnishings division Know whams below. _ DATE: SHEET NO. U= Call before you dig. �v jE w ooQf �w PICNIC SHELTER COLUMN DETAIL 6' PICNIC TABLE (BLACK• SURFACE MOUNTED AS RECOMMENDED BY MANUFACTURER) CINADVA BUSINESS OREDAYS ., � 1a-16 74 10 12 2020 p zO IN ADVANCE BEFORE •��j�,OR �� PROJECT N0. z x (if YOU DIG,6 SCALE: N.T.S. 7 SCALE: N.T.S. EXCAVATE ORETHE •��•�A�SCAp�•••�� U- 291015009 z UNDERGROUND ••••••■•••••• a w MARKING OF oz MEMBER UTILITIES 10/12/2020 DWG. NAME w j��`0 5009-HS-DTLS.dw 10f 14 shts 1" OVERHANG, TYP. 10" 1'-4" STONE WALL CAP _ ' 8" CMU BLOCK, TYP. PLANTING BACKFILL • �/ �/ , • t 2 STONE VENEER ANCHORAGE SYSTEM NOTES: y:... — `• , � GEOTEXTILE FABRIC, TYP. / \� 1 01 1. SEE ENTRY MONUMENT DETAILS ON SHEET 12 FOR - ti;: \�j\�' WALL FINISH AND STEEL AESTHETICS DETAILS. #4©8" CENTERED IN /�\�j\�j�\�� 2. CONTRACTOR MAY PROPOSE A DIFFERENT ANCHOR s` FULLY GROUTED CELL �� \� , d CONNECTION FOR THE STEEL LETTERING AND STEEL PLANTER >_ MESQUITE CLIFFSTONE BY ELDORADO \ 0 ENGINEER BFOR APPROVAL. E SYSTEM DETAILS TO n 2" IRRIGATION SLEEVE 1" OVERHANG, TYP. /� WASHED #57 STONE \�� \ { RECMANUFACTURERS OMMENDATIONS N _ _ STONE WALL CAP ROLL—ON FLUID APPLIED 3' #4 IN BOND BEAM ° WATER—PROOFING ON ALL PLANTER WALLS. SUBMIT CUT COUNTERSINK SHEET FOR APPROVAL SCREW FLUSH STONE WALL CAP — BUCKSKIN a FINISHED GRADE CHISELED EDGE COLUMN CAP BY STEEL PLATE ROLL—ON FLUID APPLIED ELDORADO STONE, (SUBMIT SAMPLE WATER—PROOFING ON ALL TO OWNER FOR FINAL APPROVAL) 1'-4" 10" PLANTER WALLS. SUBMIT CUT VENEER (SEE STONE VENEER — MESQUITE I I SHEET FOR APPROVAL • • � AILS ENTRY DETANT ILS CLIFFSTONE BY ELDORADO STONE #4�8 J SHEET 13) I (SUBMIT SAMPLE TO OWNER FOR o (4)—#4 AS SHOWN FINAL APPROVAL . N �' -� I I SPAICERSS STEEL 4 DIA SOLID PVC DRAIN W/ CAP ON F 1 ) � INSIDE AT WASHED d STONE L — — — — J • a 4< • • _ SEE STRUCTURAL d d ° ° o NOTES FOR SUBGRADE 6" DIA. PERFORATED PIPE, d ° ° a I WRAPPED IN GEOTEXTILE • ° • PREP REQUIREMENTS d°FABRIC, DISCHARGE TO G d G ° I I ° STORM DRAINAGE SYSTEM FINISHED GRADE LL — — — — — — — — (2)—#4 AS SHOWN-4 1 TIM :r4"_ FACE OF MASONRY WALL PRE—DRILL PER MANUFACTURERS PLANTER VV RECOMMENDATIONS 3, CMU COLUMN WITH 8" 2°-8" 8" STONE VENEER ALL FOUR SIDES 9 ENTRY COLUMN ELEVATION O ENTRY COLUMN - PLAN ENTRY COLUMN - SECTION A STEEL CONNECTION DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 12 SCALE: N.T.S. GENERAL STRUCTURAL NOTES CONCRETE AND REINFORCEMENT f'c = 3000 psi — FOOTINGS (TYPE II CEMENT) DESIGN SPECIFICATIONS fs = 24,000 psi — REINFORCING STEEL (fy = 60,000 psi) 2015 INTERNATIONAL BUILDING CODE WITH CITY OF MERIDIAN AMENDMENTS. REINFORCING SHALL CONFORM TO ASTM A615, EXCEPT REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO A706. CONSTRUCTION SPECIFICATIONS DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (SAPWC) WITH CITY OF SUPPORTS, SPACERS, ETC. IN ACCORDANCE WITH "DETAILS AND DETAILING OF W MERIDIAN SUPPLEMENTAL SPECIFICATIONS. CONCRETE REINFORCEMENT." (A.C.I. SP-66(04)). OfZ DESIGN LOADS ALL BEND DIMENSIONS FOR REINFORCING STEEL SHALL BE OUT—TO—OUT OF CiQ DEAD LOAD — WEIGHT OF BACKFILL = 120pcf BARS. ALL PLACEMENT DIMENSIONS FOR REINFORCING STEEL SHALL BE TO CENTER OF BARS UNLESS NOTED OTHERWISE. wo EQUIVALENT FLUID PRESSURE FOR ACTIVE SOIL PRESSURE = 45pcf Qo ALL REINFORCING SHALL HAVE 2" CLEAR COVER UNLESS NOTED OTHERWISE. Q EQUIVALENT FLUID PRESSURE FOR PASSIVE SOIL PRESSURE = 100pcf 00 ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". r COEFFICIENT OF FRICTION = 0.25 o_ MASONRY Zo ALLOWABLE SOIL BEARING PRESSURE = 2000psf STRUCTURAL CONCRETE MASONRY, AS SHOWN ON THESE DRAWINGS, SHALL Z �; o~ SEISMIC HAVE A COMPRESSIVE STRENGTH (F'M) OF 1900 PSI. vi Zm Q o WJ RISK CATEGORY = I MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE II NORMAL WEIGHT, 0 0o SEISMIC IMPORTANCE FACTOR = 1.00 HOLLOW UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE DRAWINGS, WITH a �� MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: A UNIT STRENGTH AS REQUIRED TO ACHIEVE COMPRESSIVE STRENGTH Z 0W SS = 0.290g SPECIFIED ABOVE. Z 0 6m o w J Si = 0.106g U)¢ SITE CLASS = D CONTRACTOR MAY REINFORCE MASONRY WITH 9 GAUGE LADDER REINFORCING r 3 �� DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SPACED AT 16" MAXIMUM, IN PLACE OF BOND BEAMS SPACED AT 4'-0" 0ZCn SDS = 0.303g MAX. ow Sri = 0.168g 0 I Za SEISMIC DESIGN CATEGORY = C SPECIAL INSPECTIONS SHALL BE PROVIDED PER 2015 INTERNATIONAL = oN DESIGN BASE SHEAR: BUILDING CODE (IBC) CHAPTER 17. Z oQ R = 2 0 z 0 Z< Cs = 0.151 A. STRUCTURAL STEEL AS REQUIRED BY IBC SECTION 1705.2.1 0 o zQ �z V = 0.151W B. CONCRETE CONSTRUCTION (TABLE 1705.3) co wo ANALYSIS PROCEDURE USED: C. MASONRY AS REQUIRED BY 1705.4 0 EQUIVALENT LATERAL FORCE PROCEDURE LO �Y WIND COORDINATION: Q) CONTRACTOR SHALL COORDINATE ALL EXISTING CONDITIONS DURING z �o ULTIMATE DESIGN WIND SPEED = 105 MPH CONSTRUCTION OF PROJECT. UTILITY INFORMATION SHOWN ON THE PLANS MAY NOMINAL DESIGN WIND SPEED = 81 MPH RISK CATEGORY I NOT BE COMPLETE OR ACCURATELY DEPICT THE LOCATION OF THE FACILITIES BRODY SQUARE F Zo = D o Za WIND EXPOSURE = C SHOWN. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL EXISTING, Q0 DESIGN WIND PRESSURE = 31 PSF (STRENGTH LEVEL) NEW, RELOCATED AND ABANDONED UTILITIES WITH THE PROJECT PLANS AND aZ NOTIFY RESPECTIVE OWNERS BEFORE COMMENCING THE WORK OF EXCAVATION, HARDSCAPE DETAILS 0 Zo FOUNDATIONS INCLUDING ANY DRILLING OR PILING REQUIRED FOR TEMPORARY SHORING. o W�Q N CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND w o FOUNDATION DATA BASED ON CONSERVATIVE SOIL VALUES PER 2015 RESOLVED PRIOR TO PROCEEDING WITH THE WORK. SEE CIVIL AND UTILITY MERIDIAN, ID Z� INTERNATIONAL BUILDING CODE. DRAWINGS FOR ADDITIONAL INFORMATION. WQ 0 0 0 o a� FOUNDATION PREPARATION EXCAVATION AND BACKFILL SHALL BE IN VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK. NOTIFY o o of ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 7.6 OF THE THE ENGINEER OF ANY DISCREPANCIES. Kio m ey ))) Horn 0 W D GEOTECHNICAL INVESTIGATION FOR DAPHNE PROPERTIES DEVELOPMENT, ADA N 00 COUNTY, ID PREPARED BY ALLWEST TESTING & ENGINEERING, INC., PROJECT ANY DETAILS STATING "SHOP DRAWING REQUIRED" REQUIRE A SIGNED AND o� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m Q3 NO. 519-522G, DATED MARCH 4, 2020. SEALED SUBMITTAL BY A REGISTERED ENGINEER IN THE STATE OF IDAHO. 0 � �Z 950 Bannock Street, Suite 1100 xlmw� SUBMITTAL TO INCLUDE STRUCTURAL DETAILS AND CALCULATIONS. Boise, Idaho 83702 208 297-2885 0 _ ABBREVIATIONS: N io 0o DESIGNED DRAWN CHECKED W ��F W/ WITH 811 0 �.•''��E of toy'o� GMW GMW ACP N �,=z FG FINISHED GRADE E I— CLR CLEAR `'�`�� S DE8o9 o '••p SCALE (H): N/A 0 �0I=Q MIN MINIMUM �� * * SCALE (V): N A Q `�~ MAX MAXIMUM o J Know wharsbelow _ DATE. SHEET NO. _ '' Call before you dig. i = F NOT TO SCALE 10 12 2020 L N TS 00 i,, CALL 2 BUSINESS DAYS . � w� IN ADVANCE YOU DIG,GRADE,OR ♦•��i�� :.�. PROJECT N0. z x EXCAVATE FOR THE ��AN�SC�Q�400, oo�� w 291015009MARKING OF 0 Ili ozz UNDERGROUND 10/12/2020 DWG. NAME of w U)Q MEMBER UTILITIES w j�PO 5009—HS—DTLS.dwa of 14 shts a 1'2" STUCCO - WHITE BIRCH 1" OVERHANG, TYP. 10" 1'-4" #4 IN BOND BEAM FINE SAND FINISH BY OMEGA (SUBMIT SAMPLE TO OWNER STONE WALL CAP FOR FINAL APPROVAL) STONE WALL CAP - BUCKSKIN CHISELED EDGE COLUMN CAP BY ANCHOR LETTER CUTOUTS TO STUCCO Y4" THICK PAINTED DARK BRONZE STEEL LETTERING ELDORADO STONE, (SUBMIT SAMPLE PER DETAIL 12, SHEET 12 USING A (SUBMIT SAMPLE TO OWNER FOR FINAL APPROVAL) TO OWNER FOR FINAL APPROVAL) MINIMUM OF 3 ANCHORS PER LETTER FONT: TBD 1" OVERHANG, TYP. 10 -8 ~ • /�\/�\/�\ •Q 8" CMU BLOCK, TYP. B U 2 STONE VENEER \/j\/j\/j N PLANTING BACKFILL GEOTEXTILE FABRIC, I /�\/�\/�\� STONE VENEER - MESQUITE TYP. zz CLIFFSTONE BY ELDORADO STONE WASHED # 57 STONE \ \\�\\�\ ROLL-ON FLUID APPLIED WATER-PROOFING (SUBMIT SAMPLE TO OWNER FOR 11 �/ ON ALL PLANTER WALLS. SUBMIT CUT FINAL APPROVAL) 11 10" ; ROLL-ON FLUID APPLIED - - SHEET FOR APPROVAL WATER-PROOFING ON ALL PLANTER WALLS. SUBMIT CUT FINISHED GRADE RAISED PLANTER � SHEET FOR APPROVAL a a A RAISED PLANTER #4@32" CENTERED IN 0 o FULLY GROUTED CELL x B Rof)y SQUAk #4 IN BOND BEAM 2" IRRIGATION SLEEVE 0 4" DIA. SOLID PVC r - - • • DRAIN W/ CAP ON RAISED PLANTER INSIDE AT WASHED STONE • • • • 6 DIA. PERFORATED PIPE, a N J ° �� WRAPPED IN GEOTEXTILE - ! U • ° #4®16 FABRIC, DISCHARGE TO ° °° ° ° ° STORM DRAINAGE SYSTEM (4)-#4 AS SHOWN ^ r,-) U N (2)-#4 AS SHOWN III 178>1 1 i -1 1 121'-8„ 8„ SEE STRUCTURAL NOTES FOR ENTRY MONUMENT - SECTION A SUBGRADE PREP REQUIREMENTS 2 SCALE: N.T.S. 1" OVERHANG, TYP. 9„ STONE WALL CAP J_ #4 IN BOND BEAM 3' 3' N a 16'-8" Y4" STEEL 2 • LETTERING, TYP. �— Y4" X 6" SIMPSON STRONG-TIE PHILLIPS FLAT 0 HEAD TITEN CONCRETE AND MASONRY SCREW, ENTRY MONUMENT ELEVATION OR APPROVED EQUIVALENT. INSTALL PER o SCALE: N.T.S. MANUFACTURERS RECOMMENDATIONS, L_ >, Y2" SAND FINISHED 1 COUNTERSINK HOLES PER DETAIL ON SHEET 12. 4 STUCCO N I a 8" CMU BLOCK, TYP. 8" 1'-3" 6" CMU BLOCK, TYP. //: 2" STONE VENEER N7 p PLANTING BACKFILL 1 A 14 2" STONE VENEER a /�\/�\/ I GEOTEXTILE FABRIC (TYP ) N CMU COLUMN WITH IN DZ STONE VENEER CMU COLUMN WITH o / / / » oN STONE VENEER N I ��//��//��// a FULLY GROUTEDCENTEREDCELL woFINISHED GRADE / ��/ WASHED STONE �a 31 STONE WALL CAP ga / CMU WALL WITH \ I \j\ ' #4 IN BOND BEAM =� / STEEL LETTERING, TYP. STONE/STUCCO jT / 7 FINISH, SEE SECTION 10 \ 2" IRRIGATION SLEEVE � a r / 0" 0 B DETAIL \ � J oY / 7 ,4„ / , _ o _ — — \ �� \ ROLL-ON FLUID APPLIED • z U� / r \ \ / — — — — _ _ _ \ \ WATER-PROOFING ON ALL a _1 _ _ _ PLANTER WALLS. SUBMIT CUTvi zm - - - - - - - - - - - - - - - - - - \ \ \\ w, SHEET FOR APPROVAL - Q 0 Q J / \ 0 0- / / \\ \ \ 4" DIA. SOLID PVC DRAIN —� a N a3 // / \ \\ W/ CAP ON INSIDE AT T� • • ° • °• a 0w / / / '— _ — — ' \ \ \ WASHED STONE i ° a4 o z _ _ o Ana / / — — — — — \ \ \�- ° ° ° • N U • r 6" DIA. PERFORATED PIPE, ° ° ° ~" / / n10'-10" CMU COLUMN WITH \ \ WRAPPED IN GEOTEXTILE ° Y vi o Z >_ ;� STONE VENEER FABRIC, DISCHARGE TO ROLL-ON FLUID APPLIED U_ Za STORM DRAINAGE SYSTEM - WATER-PROOFING ON ALL 00 = oN PLANTER / — — — _ _ — — — — — \ PLANTER PLANTER WALLS. SUBMIT CUT (4)-#4 AS SHOWN 0) z ET O '_z — — — — — — — — — — — — — — — — — — „ „ o o ZQ CONCRETE FOOTING 8 2 -5 8 SHESEEFORRUCTURALL � �Z STONE WALL CAP � � � \ � � � ` ` , � , � � � � STONE WALL CAP NOTES FOR SUBGRADE o 0 Uo PLANTER — — — _ _ — — _ — — — #4©16 PREP REQUIREMENTS w J _ _ _ CO _ w; (2)-#4 AS SHOWN Y LO W� - - - om - - - - - - - - - - - - - - - - - - - - - - - - - CMU WALL WITH ENTRY MONUMENT - SECTION B Ci STONE WALL CAP STONE VENEER 4 Z o mo SCALE: N.T.S. z E zQ BRODY SQUARE Za zo ENTRY MONUMENT DETAILS W0 - WN w MERIDIAN, ID o wz ENTRY MONUMENT PLAN o o WE SCALE: N.T.S. m 3Kio m ey >)) Horn N 00 a� (02020 KIMLEY-HORN AND ASSOCIATES, INC. M v� aw 950 Bannock Street, Suite 1100 Z m _F-Lim Boise, Idaho 83702 208 297-2885 N io 0o DESIGNED DRAWN CHECKED W a LC)o xw � OF 9 � GMW GMW ACP x N D Z SN o 8YI EBo SCALE (H): N/A o JE � * SCALE (V): N A o cn1L J ��sbelow �, ; DATE: SHEET N0. U=o� Call�.e you aly. �' LA-16 74 ti 10 12 2020 0 01~w CALL 2 BUSINESS DAYS . w� YOU IG,GRADEOOR .�.t�L Q�_•• 13 Z PROJECT NO. w x g EXCAVATE FOR THE ��.i��sCE14��0�� 291015009 0 U- 44O■u... w LNi oz UNDERGROUND 10/12/2020 DWG. NAME w'a MEMBER UTILITIES w %x ro 5009-HS-DTLS.dw 10f 14 shts a SECTION 32 90 00 -LANDSCAPE WORK 3.3 PREPARATION FOR PLANTING LAWNS C.1. Record Drawings; reproducible and five prints. A. Examine the areas and conditions under which work will be performed. Notify Contractor of 1.8 SPECIAL PROJECT WARRANTY A. After excavating and removing surface material to proper depth, loosen subgrade of lawn areas to C.2. Operations and Maintenance information (2 copies), including: conditions detrimental to timely and proper completion of Section Do not proceed until Part 1 -GENERAL A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. C.2.a. Information including descriptive details, parts list, specifications, maintenance unsatisfactory conditions are corrected. B. Warranty trees and shrubs for a period of one year after date of substantial completion, against Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will schedules and procedures for system components. B. Locate all underground utilities and structures and notify Architect of any conflict with Section 1.1 RELATED DOCUMENTS defects including death and unsatisfactory growth, except for defects resulting from neglect by be planted promptly after preparation. y C.2.b. Operation, adjustment of system and components instructions. work. Protect structures and utilities. Repair or replace said structures or utilities damaged by this A. Drawings and general provision of Contract, including General and Supplementary Conditions Owner, abuse or damage by others, or unusual phenomena or incidents beyond landscape A.1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, work at no cost to the Owner. and Division 1 Specification Sections. Installer's control. grades, and elevations shown, after light rolling, addition of amendments, and natural C.2.c. Winterization procedures. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during warranty settlement. Place approximately 1/2 of total amount of topsoil required. Work into top of C.2.d. Schedule indicating required open valve time to produce given precipitation amounts 1.2 SUMMARY period. make replacements during growth season following end of warrant period. Replace trees loosened subgrade to create a transition layer and then lace remainder of planting soil.Add and seasonal adjustments. 3.3 SLEEVING p p g g g Y p p g Y p p g A. This Section includes provisions for the following items: and shrubs which are in doubtful condition at the end of the warranty period; unless, in the specified soil amendments as required and mix thoroughly into upper 4 inches of topsoil. C.2.e. Warranties and guarantees. A. Sleeving installed by others. Coordinate with other trades. A.1. Trees opinion of the Owner's Representative, it is advisable to extend warranty period for a full growing C.2.f. Submit five copies. A.2. Shrubs, Grasses, Ground Cover season. 3.4 PREPARATION OF PLANTING BEDS 3.4 TRENCHING AND BACKFILLING A.3. Lawns A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or 1.4 GUARANTEE A. Trenching and backfilling shall be per applicable ISPWC Section. A.4. Topsoil and Soil Amendments Part 2 -PRODUCTS similar equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove A. Guarantee in writing all materials, equipment and workmanship furnished to be free of all defects B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: A.5. Miscellaneous Landscape Elements stocks, stones, rubbish, and other extraneous matter. of workmanship and materials. Within one year after date of Substantial Completion repair or B.1. Main Lines and Sleeving: 18 inches. A.6. Initial maintenance of landscape materials 2.1 TOPSOIL B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and replace all defective parts or workmanship that may be found at no additional cost to Owner. B.2. PVC Laterals: 12 inches. B. Related Sections: The following sections contain requirements. A. If deemed usable, native topsoil shall be stock piled for re-sue in landscape work. Topsoil shall be elevations shown, after light rolling and natural settlement.Add 1 1/2 inches of specified compost B.1. Underground sprinkler system is specified in Section 32 84 00- Irrigation fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds, over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately B. Fill and repair all depressions and replace all necessary lawn and planting which result from the C. Surround lines with 2 inches of clean rock-free material on all sides. roots, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter 1/2 of total amount of planting soil required. Work into top of loosened subgrade to create a settlement of irrigation trenches for one year after date of Substantial Completion. 1.3 QUALITY ASSURANCE harmful to plant growth. transition layer, then place remainder of the planting soil. C. Supply all manufacturer's printed guarantees. 3.5 MISCELLANEOUS VALVES A. Subcontract landscape work to a single firm specializing in landscape work. A.I. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See C. Apply Pre-Emergent per manufacturer's recommendation. A. Install manual drain valves up stream. Install devise at mainline tap in accordance with B. Source Quality Control: testing requirements below. Contractor is responsible for whatever soil additives are 1.5 QUALITY ASSURANCE manufacturer requirements for complete operation. Install backflow provision and connect to B.1. General: Ship landscape materials with certificates of inspection required by governing recommended by the tests. Submit to Architect for approval. Compost will be added to other 3.5 PLANTING TREES AND SHRUBS A. Contractor shall be licensed in the State in which this work is being performed. controller. authorities. Comply with regulations applicable to landscape materials. additives and added regardless of test results. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in B. Contractor shall have at least two years prior experience in projects of equal or larger scope. B.2. Do not make substitutions. If specified landscape material is not obtainable, submit proof of B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. Provide minimum of three references and list of similar projects with owners' names, addresses, 3.6 CIRCUIT VALVES non-availability to Owner or Owner's Representative, with proposal for use of equivalent friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around and phone numbers, when requested by Owner. A. Install in valve box, arranged for easy adjustment and removal. material. litter, and free of roots, stumps, stones larger than 1 inches in any dimension, and other base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. C. Contractor shall employ on site at all times a foreman who is thoroughly experienced and A.1. Provide union on downstream side. B.3. Analysis and Standards: Package standard products with manufacturer's certified analysis. extraneous or toxic matter harmful to plant growth. Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation p y g y p For other materials, provide analysis b recognized laboratory made in accordance with B.1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project is approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until competent in all phases of the work of this Section. A.2. Adjust automatic control valves to provide flow rate of rated operating pressure required for p y y g ry p p � pp y g Y p g p g each sprinkler circuit. methods established by the Association of Official Agriculture Chemists, wherever applicable. site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of no more is absorbed. Water again after placing final layer of backfill. Remove all ties from around B.4. Trees, Shrubs, and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, size, not less than 4 inches. Do not obtain from bogs or marshes. base of trunk. 1.6 SYSTEM DESCRIPTION genus, species, and variety shown and scheduled for work complying with recommendations B.2. Composition: Topsoil shall contain from 1 to 20%organic matter as determined by the B. Set container grown stock, as specified, for balled burlapped stock, except cut cans on 2 sides A. Design requirements: 3.7 PIPE INSTALLATION and requirements of ANSI Z60.1 "American Standard for Nursery Stock". Provide healthy, Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey Investigation with an approved can cutter and remove can; remove bottoms of wooden boxes after partial A.1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust blocks to be used at vigorous stock, grown in recognized nursery in accordance with good horticultural practice Report No. 1. Maximum particle size, 3/4-inch, with maximum 3% retained on 1/4-inch backfilling so as not to damage root balls. A.2. Layout system to obtain optimum coverage using manufacturer's standard heads. Spray on points of intersection and change of direction in main line pipe as per manufacturer's and free of disease, insects, eggs, larvae, and defects such as knots, sun-scald, injuries, screen. Other components shall conform to the following limits: C. Dish top of backfill to allow for mulching. walks, walls or paved areas is not acceptable. recommended specifications. Install manual drains. abrasions, or disfigurement. pH 6.5 to 7.5 D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into A.3. Zoning shall be designed for optimum use of available pressure and efficient distribution for B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from surface B.5. Label at least one tree and one shrub of each variety by attaching a waterproof tag with Soluble Salts 600 ppm maximum top of backfill and finish level with adjacent finish grades. types of plantings and shapes of planting areas. all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the cemented legible designation of botanical and common name. Silt 25-50% D.1. Provide 3 inches thickness of mulch. A.4. Design pressures: Install pressure regulating equipment as necessary. joint. Apply cleaner/primer and solvent cement, make joints in accordance with manufacturer's B.5.a. Where formal arrangements or consecutive order trees or shrubs are shown, select Clay 10-300% E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an A. Provide/install approved fixed tee or coupling device for air blow winterization. Location shall recommendations. Use Teflon thread sealant(tape)at all threaded joints. /o stock for uniform height and spread. Sand 20-50 adequate film over trunks, branches, stems, twigs and foliage. be on main supply line downstream from main shut off valve. C. Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed 5 B.6. Inspection: The Owner's Representative may inspect trees and shrubs either at place of B.3. Contractor shall submit representative soil report on imported topsoil proposed for use for F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance the growth or at site before planting, for compliance with requirements for genus, species, approval. Report shall meet standards below. Contractor is responsible for whatever soil Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not A.6. Install approved backflow prevention device in conformance with local or prevailing codes, p variety, size, and quality. Owner's Representative retains right to further inspect trees and additives are recommended by the test. Compost will be in addition to other additives and cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune and in approved site location. Provide for drainage without erosive damage. pressure loss and provide minimum fluctuation in system operating pressures. shrubs for size and condition of balls and root systems, insects, injuries and latent defects, added regardless of test results. shrubs to retain natural character. Pipe Size Pipe Section Pipe Size Pipe Section and to reject unsatisfactory or defective material at any time during progress of work. C. Soil Testing G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. 1.7 EXTRA EQUIPMENT 3/4" 0-9 GPM 1 1/2" 26-34 GPM Remove rejected trees or shrubs immediately from project site. C.1. Soil tests are required for this project(see above for requirements). Test shall be provided as H. Guy and stake trees immediately after planting, as indicated. A. In addition to installed system, furnish owner with the following: 1" 10-17 GPM 2" 35-50 GPM follows: I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as A.1. Valve operating key and marker key. 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM 1.4 SUBMITTALS Provide certified analysis at time of sample submitted (three samples imported topsoil). necessary for elimination of weeds. A.2. Wrench for each sprinkler head cover type. D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer of A. General: Submit the following in accordance with Conditions of Contract and Division 1 Amend soils per chemist's recommendations and as herein specified unless otherwise A.3. Two(2)sprinkler head bodies of each size and type. specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24"apart max). Specification Sections. approved by Landscape Architect. 3.6 SODDING NEW LAWNS Coil 20 linear feet at each balled and burlapped tree around base and to allow for tree removal if B. Plant and Material Certifications: C.2. Test shall include, but not limited to recommendations on chemical distributions, organic A. General: Install lawn sod in all areas designated on the drawings. A.4. Two(2) nozzles for each size and type used. required. Staple drip line every 36" max. Flush all lines with full head of water prior to installation B.1. Certificates of inspection as required by governmental authorities. contents, pH factors, and sieve analysis as necessary. Test#1T by Western Laboratories B. Soil Preparation B. Store above items safely until Substantial Completion. of flush valves at end of circuit runs. B.2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. (1-800-658-3858) is required. B.1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a C. Deliver above items at Substantial Completion. E. Flush Valves: Install flush valve at end of each drip line run. B.3. Label data substantiating that plants, trees, shrubs, and planting materials comply with C.3. Contractor is responsible for whatever soil additives are recommended by the soil testing depth of eight(8) inches by approved means, then finish graded as hereinbefore described. specified requirements. laboratory. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. PART 2 -PRODUCTS 3.8 SPRINKLER HEADS C. Mulch: Submit 1 gallon bag of mulch sample for approval. CA. Contractor shall coordinate, obtain and pay for all soil tests. D. Sod Placement C.5. If regenerative noxious weeds are present in the soil, remove all resultant growth including D.1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod Sod A. Flush circuit lines with full head of water prior to head installation. 2 1.5 DELIVERY, STORAGE, AND HANDLING roots throughout one-year period after acceptance of work, at no cost to Owner. layers shall be experienced, or if inexperienced, shall be constantly supervised by an .1 PIPE AND FITTINGS A.1. Install heads at level with mulch. A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod against experienced foreman. The Contractor shall insure that the base immediately ahead of sod A. PVC 1120,olv ASTM D-1784, permanently marked with manufacturer's name, schedule rating, size, A.2. Locate part-circle shrubbery heads to maintain a minimum distance of six inches (6")from drying and breaking of rolled strips. 2.2 pH ADJUSTERS layer is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. type. Solvent-weld type: walls and four inches (4")from other boundaries unless otherwise indicated. Keep overspray B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery unless A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be Lay sod with long edges perpendicular to primary slope. A.1. Pipe: to a minimum. otherwise approved by Owner's Representative. Do not bend or bind-tie trees or shrubs in such used to adjust soil pH. D.2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. A.1.a. Pressure lines: Schedule 40 solvent weld. manner as to damage bark, break branches, or destroy natural shape. Provide protective Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to A.1.b. Lateral lines: Schedule 40 pvc. 3.9 CONTROL WIRE INSTALLATION covering during delivery. Do not drop balled and burlapped stock during delivery. 2.3 SOIL AMENDMENTS subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into A.1.c. Sleeving: Class 200 pvc. A. Bury wires beside or below main line pipe in same trench. C. Deliver trees and shrubs after preparations for planting have been competed and plant A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery (208)375-5262 and NuSoil minor cracks between pieces; remove excess to avoid smothering of adjacent grass. A.2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where required at B. Bundle multiple wires together with tape at ten feet 10' maximum intervals. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Compost(208)629-6912 or approved equal in equal amounts by volume. D.3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure proper g Yp q p g p ( ) valves, risers, etc. C. Provide 36 inch loop in wires at each valve where controls are connected and at 100' maximum shade, protect from weather and mechanical damage, and keep roots moist by covering with B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be contact between soil and sod. Final rolling must provide a uniform surface.After final rolling, A.3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic" of i e" riser. mulch, burlap, or other acceptable means of retaining moisture. free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, the sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, g p p Yp p intervals between. D. Do no remove container-grown stock from containers until planting time. manufacturer, and content. Protect materials from deterioration during delivery and while stored healthy and vigorous growth with no dry or dead spots. A.4. Solvent: NSF approved solvent for Type I & II PVC. D. Make all electrical joints (splices) in boxes only. Make electrical joints waterproof. Scotch-Lock E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage to at site. DA. Add fertilizer"B" at the manufacturer's recommended application rate. B. Polyethylene Pipe connectors, or approved. root balls during delivery, storage, and handling. B.1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform Planting E. Water sod thoroughly with a fine spray immediately after planting. B.1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where drip tubing is not 5-gram tablets 20-10-5 type or equal. F. Sodded Lawn Establishment otherwise used. 3.10 AUTOMATIC CONTROLLER 1.6 JOB CONDITIONS B.2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 F.1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of B.2. Fittings: Schedule 80 PVC. A. Install on site as approved. Verify location with Owner Representative. A. Utilities: Determine location of underground utilities and work i a manner which will avoid possible applied at the rate of ten pounds per acre. sod lawn areas until Final Acceptance of the project. B.3. Clamps: Stainless Steel. B. Install typewritten legend inside controller door. damage. hand excavate, as required. Maintain grade stakes until removal is mutually agreed B.3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic F.2. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18"spacing. upon by parities concerned. Fertilizer Milorganite (6-0-2)type or equal. the Manufacturer's recommended application rate. Verify all methods of application. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or Contractor shall notify the Landscape Architect in writing that the fertilizer applications have 3.11 TESTING adverse drainage conditions, or obstruction, notify Owner's Representative before planting. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. occurred and on what dates. 2.2 SPRINKLER HEADS A. Do not allow or cause any work of this Section to be covered up or enclosed until it has been C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or recondition A. Description:Appropriate for application in throw, pressure and discharge. Each type of head shall inspected and tested. W to prior conditions at project completion. 2.4 PLANT MATERIALS 3.7 MAINTENANCE be of a single manufacturer. B. Pressure testing: 0 LJ z D. Tree Protection: A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project A.1. Lawn heads: pop-up type. B.1. Make necessary provision for thoroughly bleeding the line of air and debris. - D. Existing trees to remain should be protected before any site/demolition. Tree protection area landscape work and complying with recommendations and requirements of ANSI Z60.1 Final Acceptance. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. B.2. Before testing, cap all risers, and install all valves. 11 Ld is defined as the area within the drip line diameter. "American Standard for Nursery Stock". B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for B.3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test for w 0 D.2. Place protective fencing around a tree protection zone. Protective fencing shold consist of B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset 2.3 AUTOMATIC CONTROL SYSTEM leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. a_0U) highly visible, physical barrier(a minimum 6-foot high chain-link fence is recommended)to be configuration recommended by ANSI Z60.1 for type and species required. Single stem trees trees and shrubs to proper grades or vertical position as required. Restore or replace damaged A. General Furnish low voltage system manufactured expressly for control of automatic circuit B.4. Fill all zone lines with water to static pressure. Hold for 15 minutes.lns ect for leakage. 0 Q placed 10-feet outside the dripline of the tree(s). except where special forms are shown or listed. wrappings. Spray as required to keep trees and shrubs free of insects and disease. g y p y p p g a 0 valves of underground irrigation systems. Provide unit of capacity to suit number of circuits as B.5. Contractor shall provide all required testing equipment and personnel. Test shall be 3:Z D. Do not strip topsoil or grub under story within protection area. The tree under story to be C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations such as indicated. performed in presence of Landscape Architect. Contractor shall make notice of test(48) =Z removed shall be cut instead of pulling or grubbing. Leave the soil undisturbed. of canes required by ANSI Z60.1 for type and height of shrub. tolling, regrading and replanting as required to establish a smooth, acceptable lawn,free of 00 DA. Prohibit earth stockpiling, material storage, vehicle parking and traffic within tree protection D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. eroded or bare areas. B. Control Enclosure: Manufacturers standard wall mount with locking cover, complying with NFPA hours in advance. �w area. Dimensions indicate minimums read for spreading and semi-spreading type evergreens and D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable 70. B.6. Provide required testing equipment and personnel. p p 9 p 9 Yp 9 P 9 q p o� D.5. Prohibit dumping of refuse, chemicals, and other materials and puddling or running water height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. lawn. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. Including switch for B.7. Repair leaks, and retest until acceptance by the Landscape Architect. Y that may inure tree growth. Provide normal quality evergreens with well balanced form complyingwith re requirements for other manual or automatic operation of each circuit. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine if L Z Li 0 Y 1 9 q Y 9 q 9 p p p Y p 9 Z Q) �r D.6. Prohibit cutting, breaking, and skinning of branches and roots.All pruning of branches and size relationships to the primary dimension shown. 3.8 CLEANUP AND PROTECTION D. Timing Device:Adjustable 24-hour and 7 or 14 day clocks to operate any time of day and skip coverage of water afforded all areas is complete, adequate and uniform. Change heads, nozzles, Vi roots is to be performed by a Certified Arborist. A. During landscape work, keep pavements clean and work area in an orderly condition. any day in a 7 or 14 day period. orifices and/or adjustment as directed to provide uniform coverage. a oZ J D.7. Prohibit skinning and bruising of bark. 2.5 GRASS MATERIALS B. Protect landscape work and materials from damage due to landscape operations, operations by E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer of control unit; type D. Final inspection: o G m W D.8. No changes in grade should be made within the dripline of existing trees. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds other contractors and trades, and trespassers. Maintain protection during installation and AWG-UF, UL approved. V) 0 D.1. Clean, adjust, and balance all systems. Verify that: a 10-0 D. Temporary irrigation is highly recommended for all remaining trees during construction. This and undesirable native grasses. Provide only sod capable of growth and development when maintenance periods. Treat, repair, or replace damaged landscape work as directed. D.1.a. Remote control valves are properly balanced; z 0 0 U, system should provide adequate coverage and quantity of water during all phases of planted (viable, not dormant). 0 2.4 VALVING D.1.b. Heads are properly adjusted for radius and arc of coverage; Z o X L)m construction. A.1. Provide sod of uniform pad sizes with maximum 5/o deviation in either length or width. 3.9 INSPECTION AND ACCEPTANCE A. Manual valves: brass or bronze for direct burial, ate valves 150 pound class threaded Z o 0 J D.10. Before the contractor leaves the site, all existing trees which have been damaged due to Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of A. When landscape work is completed, including maintenance, Landscape Architect will, upon g p D.1.c. The installed system is workable, clean and efficient. _ N�'N= construction should be repaired/replaced at the ex expenses of the contractor. supporting o connection with cross type handle designed to receive operating key. p pporting their own weight when suspended vertically with a firm grasp on upper 10/o of request, make an inspection to determine acceptability. E. Winterization: Winterize system at the end of first season of system operation. Review procedures W -0= E. Excavation Around Trees: pad will be rejected. B. When inspected landscape work does not comply with requirements, replace rejected work and B. Automatic circuit valves: high impact plastic with corrosion-resistant internal parts. Low power with Owner's Representative. 2 0 0 of Z E.1. Where trenching is required in the vicinity of the tree, proceed as follows: B. Provide sod composed of: Rhizomatous Tall Fescue RTF from the The Turf Company, Meridian, continues specified maintenance until reinspected b Landscape Architect and found to be solenoid control, normally closed, with manual flow adjustment; same manufacturer as control Y Ln o 9 q Y p P ( ) P Y, p p Y p o 3 m J H E.1.a. As the trench approaches the drip line of the tree, dig by hand until the roots ID (208)888-3760 or approved equal. acceptable. Remove rejected plants and materials promptly from project site. unit. END OF SECTION o Z Q encountered are two inches or larger in diameter. B.1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected = vi 0 V) E.1.b. A similar trench is to be dug on the opposite of the tree and a tunnel augured under the 2.6 MISCELLANEOUS LANDSCAPE MATERIALS to potable water. m J D70N 0)0 Z a tree between the two trenches at a depth of 4 feet. A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard END OF SECTION B.2. Drip Control Zone Kit: Hunter PCZ-101. 0 0 X z Z E.1.c. If auguring is impractical, continue digging by hand. Carefully dig under any roots over 4 excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and C. Quick coupler valve: brass or bronze construction with hinged top. One per zone or valve Z j Z Z inches in diameter. Do not cut main lateral roots or tap roots. mix in accordance with manufacturer's instructions. grouping. < =w 0 E.2. Where excavating for new construction is required in soil containing the roots of the tree, B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in SECTION 32 84 00 -IRRIGATION (PERFORMANCE) D. Manual drain valves: 0 °o>r hand excavate to minimize damage to root system. Use narrow tine spading forks and comb appearance, and shall contain no toxic substance detrimental to plant life. 7) 0 Qf W D. Bronze construction, straight type, 150 pound class, threaded connections, with cross typeLO -Ln(L,l- soil to expose roots are encountered, expose beyond excavation limits as required to bend C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or PART 1 -GENERAL operating handle designed to receive operating key. Calco, Champion 100, or approved co Q o} and relocate without breaking. redwood,free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, equal. a E-�-m E.3. If root relocation is not practical, cut roots approximately 3 inches back from new pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less z 1.1 CONDITIONS AND REQUIREMENTS: D.2. Size: 3/4 inch. 'o.N�o construction. than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, z a-�Q E.4. An digging or cutting that tears roots or disturbs soil beyond the grading limit is and size to protect tree trunks from damage b wires. A. General and Supplementary Conditions, and Division 1 General Requirements. E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. 0 E'Xt-a y gg g g y g g p g Y BRODY SQUARE a i Q)Z o unacceptable. All roots larger than one inch much be cut by a Certified Arborist. F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). � 0 0,Z Q E.5. Do not allow exposed roots to dry before permanent backfill is placed; provide temporary Part 3 -EXECUTION 1.2 SUMMARY G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. CD U o Q Q support and protect roots against damage until permanently relocated and covered with A. Work included: H. Air Relief Valve: Netafim Model TLAVRV. LANDSCAPE SPECS 0 Q X Z Z backfill. 3.1 PREPARATION -GENERAL A.1. Provide and install a complete and operating automatic irrigation system for all lawn and 0 F. Construction Pruning: A. General Contractor shall be responsible for excavating planting areas to appropriate depths for planting areas. 2.5 MISCELLANEOUS ° =N F.1. Hire an Arborist certified by the International Society of Arboriculture. Where roots have been placement of topsoil as specified herein. A.2. Connect to main water supply at existing site stubout as provided. a Uj 0 0 00 Pp Y 9 p A. Chemicals: primer and solvent glue as required by pipe manufacturer. 0 W= cut, Arborist shall prune the tree to compensate for the root loss and prune any low limbs B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and MERIDIAN I D 0 X Z D A.3. Sleeving under paved areas B. Valve box-high impact plastic, green in color. a X Li Q which may interfere with construction activities. Compensate in approximate direct proportion outline areas and secure Architect's acceptance before start of planting work. Make minor A.4. Obtain and a for all ermits and fees for the work of this section. g p p g 0 0 X W Z to root loss. Do not use any sort of paint or dressing on wounds or pruning cuts. Root pruned adjustments as may be required. pay p C. Valve cover and frame-compatible with valve box with provision for locking. o o x�W o � and construction pruned tree shall be fertilized by the landscape contractor by broadcasting A.5. Perform work on a design/construct basis, subject to the requirements of the Contract D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. o Z Documents, applicable codes, and good design n practice. Kio m1ey >>> Horn 0 0 0 N� sulfur coated area 38-0-0 at the rate of 5 a lbs. per 1,000 square feet over the root zones of 3.2 PREPARATION OF PLANTING SOIL pp g g p z N X 00 the trees. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous A.6. Winterization of system. PART 3 -EXECUTION a �y�0� materials harmful or toxic to plant growth. _� �z- ) 2020 KIMLCY-. ORN ,AND ,ASSOCIAT-S, I\C. m ') a� 1.7 SEQUENCING AND SCHEDULING B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer If 1.3 SUBMITTALS o' o v 0 F-z 3.1 GENERAL ��0 Bc��nock Slreel, Sure 1'00 x�0 w A. Planting Time: Proceed with and complete landscape work as rapidly as portions of the site planting will not follow placing of planting soil in a few days. A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: A. Install system to provide for adequate protection against freeze damage. Boise, Idaho 83702 208 297-2885 0 �X 0 D become available, working within seasonal limitations for each kind of landscape work required. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. � 00A. Manufacturer's printed product information and catalog cut sheets for all system components; B. Installs stem in accordance with approved Contractor design drawings. All deviations from the DESIGNED DRAWN CHECKED C)0 A.1. Plant or install all plant materials during normal planting seasons from 15 March to 15 Shrub Areas: 1/3 compost, 2/3 topsoil. Y pp g g ,0,01 ••••.. W N E five copies. . • a W p plans must be approved, and clear) recorded on record drawing. . OF X�_- November. Fertilizer: Per soil test and manufacture's recommendations. p pp � y g .• �� IO •. GM W GM W ACP N a I ,� B. Shop Drawings: Submit shop drawings for underground irrigation system including plan layout C. Installs stem and components in strict accordance with manufacturer's recommendations. 811 . .•_ �P 9� �'. Z�I o=Z A.2. Correlate planting with specified maintenance periods to provide maintenance from date of C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and details illustrating location and type of head, type and size of valve, piping circuits, circuit Y p `' �,� s DEBoy ° '; SCALE (H): N/A Z o� sustantial completion. and mix thoroughly before planting. D. Install quick coupler(s)on main supply line, approximately equal spacing, at valve box locations \ / . ,� * . � E Ln W GPM, pipe size, controls, and accessories. � / p SCALE V : N/A W x w Z B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to p p or intervals of approximately 200 feet, whichever is greater. Locate adjacent to paved surfaces, at ( ) E E =a C. Record Drawings: At completion of this work, submit to the Contractor: valve boxes where Knowwmftbelow ; - C, p DATE: SHEET NO. 0 o>w w planting of lawns, unless otherwise acceptable to Owners Representative. If planting of trees and practical. ■ W o Call before you dig. LA-16 74 ti: 10 12 2020 shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting ;�� . L 0~w CALL 2 BUSINESS DAYS • & �� W PROJECT NO. Ld 0 o Z a from planting operations. 3.2 SURFACE CONDITIONS IN ADVANCE BEFORE O•. 1� Pam.•• 14 0 I X w� YOU DIG GRADE OR �* C Z ..U �m E oz EXCAVATE FOR UNDERGROUNDHE �••�•��SC��:�..•. 291015009 a E v)00 MARKING OF •••■■■■•�� W -,w 0 Q MEMBER UTILITIES 10�12�2020 DWG. NAME w jX r`0 5009-LS.dw of 14 shts � I I I I I I I I I I I I I I I I IIIIII I IIE IIIII I IIIII IIIIII IIIII I IIIII IIIII I BUILDING SETBACKI IIIII LINE (TYP) I IIIII I12.00' 20.00' ` • I IIIIII I I o \ I IIIII I �; o II l i I I o HOME \ IIII I ORIENTATION IIII I i I � .° ., , ,• ". I IIIII I ' . � � � � � ' � .� � � •.• '• � ' ° ° — _ I � • 1 .° a I IIIII �.• '„ I IIIII I . IIIII II oo III III o II I IIIII II o III III o II I � IIIIII I I N I I I I N IIIII I I HOME I I HOME I I HOME IIIIII I ORIENTATION I I ORIENTATION I I ORIENTATION IIIIII I _ I 5.00' 5.00' I I" 5.00' IIIII I 5.00' I moo' TILL 5.0 lUli Ii II� ~III II I - - - I - - - - - � I — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 0 0 O O N N GRAPHIC SCALE IN FEET 0 20 40 80 Kimley )) Horn � " " ' ' - . October 13, 020 I I I O O I O O I I N N I I I I I I I l i 5.00 III 5.00 I I�I 5.00' I� I 5.00, � I I5.00' i� I 5.00' I j HOME HOME HOME ORIENTATION I I ORIENTATION I I ORIENTATION IIo � I � III o N � I I I I II III III N II I I I I I o HOME LO ORIENTATION o . . - I I • 12.00' "O 20.00' ° `I I I BUILDING SETBACK LINE (TYP) _ — — I II III I I � I I I III I III II III I I � II III I I I I III GRAPHIC SCALE IN FEET 0 20 40 80 � " "Kiml ey>>> Horn ' DRIVEWAY SQUARE CP&F INST. NO. BRODY SQUARE SUBDIVISION BOOK , PAGE 2015-079246 28 1/4 27 LOT 1 , BLOCK 1 OF BLACK CAT ESTATES NO. 1 SUBDIVISION, LOT 1 , BLOCK 2 OF BLACK CAT ESTATES NO. 2 SUBDIVISION, AND A PORTION OF THE SW 1 /4 OF THE SW 1/4 OF SECTION 27, TAN., R. 1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO NOTES 2020 UNPLATTED 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION,AND LOT DRAINAGE OVER THE TEN (10)FEET ADJACENT TO ANY PUBLIC STREET, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. S 1/16 S89"17'41"E11 PLS 11779 S89'17'41"E 1990.56'660.80' FOUND 5/8" REBAR, NO CAP 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING 48.00' 25.00' ,- 55.93_ 55.93' 55.93' -54.00' 54.00'__ 52.00'__ _ 52.00' __52.00' �.00' �2.00' 5200' NE CORNER BLACK CAT A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE ???(?) F_ - f �; (FORMERLY N89'58'00"E 1992.15') ESTATES NO. 2 SUBDIVISION FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE??? (?) FEET ADJACENT TO ANY 11 10 �9 �8 7 o� � � REAR LOT LINE OR SUBDIVISION BOUNDARY. w w w zw w O w Iw w w w w o� b� ill m 0 o� rn 'rn �rn o rn ^ to n to ,� to °' o of :0 0`00 to to to to ^ o o CURVE TABLE 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS o M M M �_ IM _ M of ;M o_ ;�, o_ ;M o oI o IN EFFECT AT THE TIME OF THE RESUBDIVISON. Z z z z z �, 'z z z z z z CURVE # LENGTH RADIUS DELTA BEARING CHORD 4- IRRIGATION WATER HAS PROVIDED TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM O J 22 - J T -5T�', 1 - r J � i r � j IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b).ALL LOTS WILL BE SUBJECT TO 1 - --BLOCKI 1 - C1 68.33' 43.50' 90'00'00" S45'31'09"W 61.52' ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 55.93' S5.93 55.93 54.00 J 54.00 52.00 52.00 52.00` 52.00` 52.00 52.00` L26 N S89'28'51"E 167.00' C2 68.33' 43.50' 90'00'01" S44'28'51"E 61.52' 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN L25 12 114.80' G W. AVILLA DR. N S89'28'51"E J COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. N _ _ _ - C3 25.00' 20.00' 71'36'51" S54'42'44"W 23.40' CN) ¢z S89'28'51"E 124.80' h �' 277.30' M 133.50' m 6-MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE L� o o O /�' C,y 88 74 29 `� �p 95.00' 11 J C4 6.42' 20.00' 18'23'09" S9'42'44"W 6.39' RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN w 0 13 N 238.80 �� U O w o v o o L31 �1� �`ti 108.69 C5 45.39' 67.00' 38'49'09" N19'55'44"E 44.53' IRRIGATION/DRAINAGE ENTITY. �, �� o N89'28'51 W `--- - -'� 23.5' 23.5' a, 110.98' SEE NOTE 11 _ N89 28 51 W S128'51-Y a,I_ 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED C140 0 110.69' b� 23.5' 23.5' coo C6 59.85' 67.00' 51'10'51" N64'55'44"E 57.88'a i _ Ol �� 20 o0 1 rri oo NORMAL HIGH GROUNDWATER ELEVATION. J Z ��o of S89'28'S1"E 112.00'_ J z C7 31.42' 20.00' 90'00'01" S44'28'51"E 28.28' 0 00 �2,0�__-� 110.00� o_ 8-THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH 0 14 2 0 "' STATES THAT NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF n m I o S89'28'51'E o --- -- -- s C8 59.85' 67.00' 51 10'51" S63'53'26"E 57.88'z^ c" � � m r S89'28'51°E-- - � � S89'28'51 E o z Z -__110.0�__ o 00 0 o ~o m M SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR _ S89'28'51'E I o O I� lc i 9 00 U) C9 45.39' 67.00' 38'49'10" S18'53'26"E 44.53' ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR i z_ _ 1 19 O o o •o _ L_ 112.00' J Q MORE THAN ONE 1 YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE N; C4S89-28'51"E"E p z LINE TABLE LINE TABLE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT U - o O O a S8928'51 E �r w�„ APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN w ^ �10' o S89'2851"E d LINE LENGTH BEARING LINE LENGTH BEARING w � o O 0 3 o a 18 o L�I O oo # # AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. o Y b� S89'28 51'E 112.00 10- �� N u'�10' 0' "' `` co" �, 0 16 0 - o 1.12.0� 1 --�10.0� _ Y L1 28.24' S45'3T05"W L18 23.50' NO'31'09"E 9- LOTS 12 AND 22, BLOCK 1; LOTS 1, 5 AND 14, BLOCK 2; LOT 9, BLOCK 3; LOT 6, BLOCK 4 AND LOTS 1 o ,N O �C S89*28'51"E o LLI °O AND 11, BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRODY SQUARE 1 b =o o - - S89'28'S1 E Y L2 28.33' S44'22'55"E L19 23.50' NO'31'09"E > ^ S89'28'S1'E a o c> HOMEOWNERS ASSOCIATION. SAID LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC N8917 06 W °° ---110.D�to'i I� M c I Lo o w ao 17 Co Z L 7 o m L3 21.25' N44'22'55"W L20 19.36' S45'31'09"W UTILITIES, PRESSURE IRRIGATION AND LOT DRAINAGE. 30.00 18' w of v S89'28'S1"E �,lo �____ 112.00' o �, �109� _'n� 10-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE o� o,0 0 - -- _ L4 21.18' N45'3T05'E L21 1.85' S45'31'09"W c"m O h �� 5 , z S89'28'51"E o v CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. - RECORDS OF ADA COUNTY, IDAHO. o m 17 N 0' S89'28'51'E rn "� - 1l2'_0� _ �' --S89'28'51 E Y CD L5 25.00' SO'31'09"W L22 1.85' N44'28'51"W � 6OCD 11-PORTIONS OF LOTS 9, BLOCK 3 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA 16 0 0l� � ml COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED S89'28'S1"E T o0 0 112.00'- O 4, �, 0'�]p.00 -�i L6 10.00' N89'28'52"W L23 19.36' N44'28'51"W o 00 _ BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT oN 18 � �lo _ S89'28'51"E o 0' 112.0� 1 o�--S89'28'51 E w z L7 10.00' S89'28'52"E L24 25.00' NO'31'09"E RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NUMBER 2015-103256, OFFICIAL RECORDS OF o __ n �n z o _ __ _ CD M to S89'28'51 E o O o C"4 a 0-w ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE --110.0� �' 15 o z L8 21.21' N 44'28'51"W L25 10.00' S89'28'51"E z _ - I "' J"' oo O o U) Q Z "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE g o a ^ S89 28'51"E ---_ 112.00' 4 �1Q.0�-- rn =w cA LLJ _ l N 00 0 w L9 21.21' N45'31'09"E L26 10.00' N89'28'51"W DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. 00 N 22 0 19 ro S89'28`51" mw__10 i� S89'28'51 E N N~ THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER � O �; oo, o ____ do� o ' 'w L10 23.50' S89'1 T52"E L27 18.00' N89'1 T52"W _ 1 ��'� __ 11090'_ - Q O -- 1 O Io �'W DRAINAGE SYSTEM. _ S89'28'51 E d 4 0 = _z Y cn Ln _ _ o o = a L11 23.50' S89'17'52"E L28 13.69' NO'31'09"E 12-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT a o 112.00---J 14 ro --�10.0�__� O� �� m z S89'28'51"E r _ 4 1 - a m N -N c� LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. , RECORDS OF ADA COUNTY, 00 20 0 S89'28'51"E- "`� - -�---1 r7 m E w L12 2.37' S45'37'05"W L29 11.34' S89'28'51"E 10, ---',N I W of io S89'28'51"E-112.00' a� S89'28'S1 E o O�o =�CL_o IDAHO. "'' "' I W �' O toO3 (/)�� o Q L13 18.80' S45'37'05"W L30 24.04' S27'37'05"E 13-LOT 12, BLOCK 1,AND LOT 5, BLOCK 2 SHALL BE SUBJECT TO A COMMON DRIVEWAY ACCESS __ 112.00' �� L32 "' �"' Q EASEMENT IN FAVOR OF LOTS 9, 10,AND 11, BLOCK 1, AND LOTS 6, 7, AND 8, BLOCK 2. THE SEE -__10.0T- L14 2.38' S44'22'55"E L31 30.38' S89'28'51"E 30' 18' o S892851'E Z <- HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE COMMON �o _ _-589'28'51'F_ �� NOTE 11 �__ __�__ �� 21 ^ o ---J J S89'28'51'E L15 18.8T S44'22'S5"E L32 109.22' S89'28'S1"E DRIVEWAY AS REQUIRED BY CITY OF MERIDIAN UDC 11-6C-3D.7. SAID LOT IS ALSO COVERED BY A n, ,cVn 23.5' 23.5' M�o BLANKET EASEMENT FOR PUBLIC UTILITIES. cy; �__ 928'51"E-_ BLOCK 3 1 O o L16 25.00' NO'31'08"E L33 49.71' N59'2T07"E LO _S8U8'51-1_- 14-THAT PORTION OF W. DAPHNE STREET INCLUDED IN THIS DEVELOPMENT WAS PREVIOUSLY � �� 100.00'0 1 l� FOUND 5/8" NO CAP L17 25.00' NO'31'08"E L34 4.35' NO'31'09"E S89'16'58"E 1 �� 108.32' PLACED CAP PLS 11118 DEDICATED FOR PUBLIC RIGHT-OF-WAY PER THE BLACK CAT ESTATES NO. 2 SUBDIVISION PLAT. 30.00' �n O S 95.00' cv S89'16'58"E 176.50' 1 S89.16'58"E 133.50' W. DAPHNE ST. W. DAPHNE ST. �-u N - - co - - O� �� O 100.00 �c� rn N 6 95.00' J PLS 11779 cv 110.00' N I<> 108.32' 01 o -- -- S89.28'52"E 233.80' - -" - LEGEND N89'28 52"W ;�_ S89'05'05 E a, O ,00 o,o, 58.45 58.45' 58.45' 58.45_ 23.5'1 23.5' c^° O , co O 1 O CN o �� i0� 30' 18' o � L_11000'_ _ �' �1'Mo I�5 -__�10.OIL ' Q 00 FOUND BRASS CAP MONUMENT ACHD PERMANENT SIDEWALK o - - -- 1z w co -- •�-n--- EASEMENT LINE PER S89'28'52"E rr 00 0 0o o ro �0 00 ® FOUND 5/8 REBAR AS NOTED w C> L oo o 0 10 0I 0 °0° 0 0 o rn S89 28 52 E zo INSTRUMENT NO. 3 Sri O Sri 11 �I Sri 12 u i 13 o� O4 0 <n 0 ory O 23.5' 23.5' o o o o z of to m O SET 1/2" REBAR WITH PLS 11118 PUBLIC UTILITY, IRRIGATION AND LOT _110.00'_ 1o' N N I� o, o PLASTIC CAP DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 o +--_mQO� - `� SET 5/8" REBAR WITH PLS 11118 10 rn z 10'S89*2852"E o 5y 5.00' 01 -,- `�i ® - - OTHER EASEMENT LINE AS NOTED 0o _� _ S89'28 52'E II o� PLASTIC CAP a M M O C'j 58.45 58.45 58.45' 56A5 �� 1 T io z SURVEY TIE LINE L_S8�28'5�_124�0'�� C' M of O o W; ❑ CALCULATED POINT, NOT SET SUBDIVISION BOUNDARY LINE 00 W. BRODY DR. S89'28'52"E 277.30' N a N L6 Lo 114.80' - - - - BLOCK 4 N c - - - - SECTION LINE �10' LOT LINE L7 J 5 N89'28'52"W 167.00' Y - - CENTER LINE ADJACENT PROPERTY LINE O r 55.00' �5290'__ �5.2�Q'-- �50.00'� 50.00' 50.00'. 50.00' 52.00' _n(. 04 S89'2852"E Y°° 6 ACHD STORM WATER DRAINAGE 18 LOT NUMBER �5' 4.80' o' (D o Q EASEMENT LINE, SEE NOTE 11 1 3 O iwO iwO ^ wO w 10 0 w 11 w 12 w 13 I� cool m o i o �� 'o �� 'o �� _o _o �� o 'o ca.,�� 'o � -- L10o0' 10' LLA�0 0 o oof oo o o I o o , S89'28'52 E S��NP1STFo`rG.P cn z z z z z z z 4 �� to S89'28'51'E 30' 18' BLOCKS 2 5'� o � ro o� �� R .c 30.00' 25.00' co co _ � j� 19.80 LINT N W. HAN EN o L27 " 50.00' S0.00' 55.00 52.00 5 .00' C O S a 1 1 1 18 50.00' 50.00 52.00� L10 L11 110.00' N O FOUND 5/8 NO CAP " PLS 11118 1 PLACED CAP PLS 11118 N8917 52 W 630.80 10' PUBLIC UTILITIES, DRAINAGE, PLS 11779 i � -- in o (S8959'30"W) AND IRRIGATION EASEMENT PER `� TF OF N POINT OF BEGINNING NP TT PLAT OF BLACK CAT ESTATES N0. 1 �TO NPR ol Ons U LA ED N W. La SURVEYOR'S NARRATIVE Land Surveying and Consulting THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES 231 E. 5TH ST., STE. A 28 27 01 40 80 160 TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED MERIDIAN, ID 83642 W. MCMILLAN RD. SUBDIVISION BOUNDARIES OF BLACK CAT ESTATES NO. 1, BLACK CAT ESTATES (208) 288-2040 fax (208) 288-2557 33 31 SCALE: 1" - 80' NO.2, , INFORMATION FROM RECORD OF SURVEY NUMBERS 7768,AND CURRENT www.landsolutions.biz CP&F INST. NO. DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING 2015-079245 BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE SHEET 1 O F 3 BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB N0. 20-49 There are no private streets associated with this project. BRODY SQUARE SUBDIVISION BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL STATE OF IDAHO PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING COUNTY OF ADA S.S. DESCRIBED PROPERTY IN THIS PLAT OF BRODY SQUARE SUBDIVISION; A PARCEL BEING LOT 1, BLOCK 1 OF BLACK CAT ESTATES NO. 1 SUBDIVISION, AS SHOWN IN BOOK 29 OF PLATS ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID ON PAGES 1798 AND 1799, RECORDS OF ADA COUNTY, IDAHO; LOT 1, BLOCK 2 OF BLACK CAT ESTATES NO. 2 STATE PERSONALLY APPEARED RANDAL S. CLARNO, KNOWN TO ME TO BE A MEMBER OF PINNACLE LAND SUBDIVISION, AS SHOWN IN BOOK 32 OF PLATS ON PAGES 1945 AND 1946, RECORDS OF ADA COUNTY, IDAHO; DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING AND A PORTION OF THE SW '/4 OF THE SW '/4 OF SECTION 27, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SAME. COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SAID SECTION 27, IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN FROM WHICH A BRASS CAP MONUMENT MARKING THE NORTHWEST CORNER OF THE SW '/4 (W '/4 CORNER) OF THIS CERTIFICATE FIRST ABOVE WRITTEN. SAID SECTION 27 BEARS N 0°31'09" E A DISTANCE OF 2637.37 FEET; THENCE N 0°31'09" E ALONG THE WEST BOUNDARY OF SAID SW '/4 OF SECTION 27 A DISTANCE OF 329.40 FEET MY COMMISSION EXPIRES TO A POINT; THENCE LEAVING SAID BOUNDARY S 89°28'51" E A DISTANCE OF 30.00 FEET TO A POINT ON THE EASTERLY RESIDING AT RIGHT-OF-WAY OF N. BLACK CAT ROAD BEING THE SOUTHWESTERLY CORNER OF SAID LOT 1, BLOCK 1 OF SAID BLACK CAT ESTATES NO. 1 SUBDIVISION AND THE POINT OF BEGINNING; THENCE ALONG SAID RIGHT-OF-WAY, ALSO BEING ALONG THE WESTERLY BOUNDARIES OF SAID BLACK CAT NOTARY PUBLIC FOR THE STATE OF IDAHO ESTATES NO. 1 SUBDIVISION AND SAID BLACK CAT ESTATES NO. 2 SUBDIVISION, N 0°31'09" E (FORMERLY N 0-12-30" W) A DISTANCE OF 659.36 FEET TO THE NORTHWESTERLY CORNER OF SAID LOT 1, BLOCK 1 OF SAID BLACK CAT ESTATES NO. 2 SUBDIVISION; THENCE LEAVING SAID RIGHT-OF-WAY N 89°17'06" W A DISTANCE OF 30.00 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SW '/4; THENCE ALONG SAID BOUNDARY N 0°31'09" E A DISTANCE OF 329.79 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY S 89°17'41" E A DISTANCE OF 660.80 FEET TO THE NORTHWESTERLY CORNER OF LOT 2 OF BLOCK 2 OF SAID BLACK CAT ESTATES NO. 2 SUBDIVISION; THENCE S 0°31'08" W (FORMERLY S 0-12-30" E), PARTIALLY ALONG THE BOUNDARY LINES COMMON TO LOTS 1 AND 2 OF BLOCK 2 OF SAID BLACK CAT ESTATES NO. 2 SUBDIVISION, AND LOTS 1 AND 2 OF BLOCK 1 OF SAID BLACK CAT ESTATES NO. 1 SUBDIVISION, A DISTANCE OF 989.12 FEET TO THE SOUTHEASTERLY CORNER OF CERTIFICATE OF SURVEYOR SAID LOT 1, BLOCK 1 OF BLACK CAT ESTATES NO. 1 SUBDIVISION; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID LOT 1 N 89'17-52" W (FORMERLY S 89°59'30"W)A DISTANCE I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE OF 630.80 FEET TO THE POINT OF BEGINNING. STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY THIS PARCEL CONTAINS 14.55 ACRES MORE OR LESS. REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF \ON L LANpSG p, ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR 05 �G1ST£,Q� ,PL ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID 0 USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. CLINTON W. HANSEN a 1 1 1 18 0 IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF PLS 11118 20 �j lF OF PINNACLE LAND DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY N W NPR BY RANDAL S. CLARNO, MEMBER 01 0 j Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-49 SHEET 2 OF 3 BRODY SQUARE SUBDIVISION BOOK , PAGE HEALTH CERTIFICATE APPROVAL OF THE CITY ENGINEER SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE APPROVE THIS PLAT. CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. CITY ENGINEER — MERIDIAN, IDAHO CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. ADA COUNTY SURVEYOR CITY CLERK CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF ADA COUNTY HIGHWAY DISTRICT DATE: THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY COUNTY TREASURER DISTRICT COMMISSIONERS ON THE DAY OF , 20 PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF COUNTY RECORDER TRUSTEE OF EXISTING PUBLIC RIGHT-OF-WAY STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF ACKNOWLEDGMENT LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON STATE OF IDAHO ) THIS DAY OF 20 , IN BOOK OF PLATS AT PAGES COUNTY OF ADA 3 S.S. ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID DEPUTY EX-OFFICIO RECORDER STATE PERSONALLY APPEARED , KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF THE ADA COUNTY HIGHWAY DISTRICT, THE PERSON WHO EXECUTED THIS INSTRUMENT ON BEHALF OF SAID DISTRICT, AND ACKNOWLEDGED TO ME THAT THE ADA COUNTY HIGHWAY DISTRICT EXECUTED THE SAME. FEE: IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. MY COMMISSION EXPIRES RESIDING AT \�NPL LA AIDS NOTARY PUBLIC FOR THE STATE OF IDAHO o O CLINTON W. HANSEN a 1 1 1 18 0 Land Surveying and Consulting PLS 11118 NjA � 231 E. 5TH ST., STE. A ��j 9rF �pV_�<v MERIDIAN, ID 83642 0F tiT� P� (208) 288-2040 fax (208) 288-2557 N W• N www.landsolutions.biz JOB NO. 20-49 SHEET 3 OF 3 GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR US HWY 26 PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CIVIL IMPROVEMENT PLANS ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), 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. FOR 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE f� ACCESS TO 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 THE CITY OF MERIDIAN ON SITE AT ,, W ALL TIMES. RODY SQUAR v 27 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. v 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS m SITE GONDOLA DR REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SUBDIVISION 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR N.T.S. MAYNOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING o THATC CALL MATER A SE IINSTALLAGENIES. AT THE RQUESTOED ON THISRPRO ECTGMEET TOE SPECIFICATION RI EQUIIREMOENTSA SET F ORTH IN GENEIRALPROOF A PORTION OF THE SW 4 OF SECTION 27, TOWNSHIP 4 NORTH , DAPHNE ST (J-) j CONSTRUCTION NOTE NO. 1. o 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES RANGE 1 WEST FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. MCMILLAN RD 9 INSPECTHE PUBLIC WORKSTDEPARTMENOVL T,AA DND FINL THE RADECISIONTANCE SHALLOBEAFINAL. SUCHNIDNSP CTIONSO S ALLCNIOT RELIEVESEWER CNSTRUTON SHALLBTHBEYCONTRACTOR ADA COUNTY, IDAHO VICIN/TYMAP FROM THE APPROVED RESPCO SOTRUICTION PLANSBILITY OF . CIVIL THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE CIVIL ENGINEER OWNER/DEVELOPER LAND SURVEYOR T4N, Rlw, SEC. 27 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. KIMLEY-HORN AND ASSOCIATES, INC. PINNACLE LAND DEVELOPMENT, L.L.C. IDAHO SURVEY GROUP 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL 950 W. BANNOCK STREET, SUITE 1100 7629 E PINNACLE PEAK ROAD #110 9955 W. EMERALD ST. PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT BOISE, IDAHO 83702 SCOTTSDALE, AZ. 85255 BOISE, ID 83704 LEGEND LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. TELEPHONE: (208) 918-0100 TELEPHONE: (480) 401-0800 PHONE: (208) 846-8570 ABBREVIATIONS 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE CONTACT: BRANDON MCDOUGALD, PE CONTACT: RANDY CLARNO CONTACT: CODY MCCAMMON, PLS RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE - - PROPOSED CL ABC AGGREGATE BASE COURSE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE AC ACRES/ASPHALT CONCRETE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE PROPOSED SWALE ADA AMERICANS WITH DISABILITIES ACT AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR SITE DATA SHEET LIST TABLE B.C. BRASS CAP TO ANY EXCAVATION. PROPOSED SECTION LINE B/C BACK OF CURB ZONING: R-8 Sheet Number Sheet Title - - - -GROSS ACREAGE: 15.00 AC PROPERTY LINE/TRACT LINE BCF BRASS CAP FLUSH NET ACREAGE: 13.90 AC 01 COVER SHEET BOG BOTTOM OF GRAVEL PROPOSED CROWN LINE BOS BOTTOM OF SAND ROADWAY TOTAL NUMBER OF LOTS: 73 02 GRADING KEY MAP - - - - ROAD RIGHT OF WAY BW BOTTOM OF WALL 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY NUMBER OF BUILDING LOTS: 64 03 PAVING KEY MAP CIF CUBIC FEET LOT LINE CFS CUBIC FEET PER SECOND CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. NUMBER OF COMMON LOTS: 9 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE GROSS DENSITY: 4.27 DU/AC 04 UTILITY KEY MAP C, CONIC CONCRETE PIPE ZONE. DEVELOPMENT TYPE: SINGLE FAMILY RESIDENTIAL 05 LIGHTING & IRRIGATION KEY MAP - - - - - - - - - - - - - - - - EASEMENT COR CORNER COM CITY OF MERIDIAN NOTES: 06 GRADING PLAN LIMIT OF DISTURBANCE CY CUBIC YARDS ACHD NOTES 1. BLOCK 1, LOTS 8, 9, AND 10 ARE RESTRICTED TO SINGLE-STORY RESIDENCES. DTL DETAIL 2. A 6-FT CONCRETE WALL (OR OTHER AGREED UPON MATERIAL) WILL BE 07 GRADING PLAN DIP DUCTILE IRON PIPE 1. ANY REQUEST FOR VARIANCE OF DISTRICT POLICY MUST BE MADE IN WRITING AND REFERENCE THE APPROPRIATE CONSTRUCTED ALONG THE SHARED NORTHERN BOUNDARY OF BLOCK 1, LOTS 7-10. 08 PAVING PLAN & PROFILE S PROPOSED 8 SEWER DWG DRAWING SECTION(S) OF THE ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE MATERIAL MUST BE COORDINATED WITH NEIGHBOR. EOP EDGE OF PAVEMENT REQUEST IN WRITING. 09 PAVING PLAN & PROFILE W PROPOSED 8 WATER ESMT EASEMENT 2. ANY PRIVATE SEWER WATER OR OTHER NON-PUC REGULATED UTILITY ARE PROHIBITED FROM BEING LOCATED WITHIN THE BENCHMARK 10 PAVING PLAN & PROFILE EX. EXST EXISTING RIGHT-OF-WAY. PROPOSED CURB FF FINISHED FLOOR ELEVATION 3. ANY IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. HORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) 11 PAVING PLAN & PROFILE FG FINISHED GRADE ELEVATION VERTICAL: NAVD 88 12 PAVING PLAN & PROFILE EXISTING EDGE OF PAVEMENT FL FLOWLINE 4. ALL UTILITY RELOCATION COSTS ASSOCIATED WITH IMPROVING STREET FRONTAGES ABUTTING THE SITE SHALL BE BORNE BY THE DEVELOPER. 13 PAVING PLAN & PROFILE PROPOSED SEWER MANHOLE G/GUT GUTTER 5. IN ACCORDANCE WITH DISTRICT POLICY, 7203.3, THE APPLICANT MAY BE REQUIRED TO UPDATE ANY EXISTING WATER NOTES GB GRADE BREAK NON-COMPLIANT PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES ACT 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE 14 PAVING PLAN & PROFILE m PROPOSED FIRE HYDRANT GW GROUNDWATER (ADA) REQUIREMENTS. THE APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO DISTRICT "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS 15 PAVING PLAN & PROFILE HDPE HIGH DENSITY POLYETHYLENE DEVELOPMENT REVIEW STAFF FOR REVIEW. THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION ® PROPOSED GATE VALVE HP HIGH POINT 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE NOTE NO. 1. 16 OFFSITE PAVING PLAN & PROFILE HR HOUR CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT 387-6284 (WITH FILE NUMBER) FOR 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER 17 OFFSITE PAVING PLAN & PROFILE PROPOSED RETAINING WALL INV INVERT DETAILS. MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF IRR IRRIGATION \TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 18 STORM DRAIN DETAIL / z SIDEWALK RAMP IR INFILTRATION RATE 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF 19 PAVING & DRAINAGE DETAILS H THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 WITH FILE NUMBERS) FOR DETAILS. LF LINEAR FEET ( VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 20 LIGHTING & SIGNING PLAN PROP. STORM DRAIN LP LOW POINT 8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT POLICY MANUAL, SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA MAX MAXIMUM ISPWC STANDARDS AND APPROVED SUPPLEMENTS, CONSTRUCTION SERVICES PROCEDURES AND ALL APPLICABLE ACHD 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 21 LIGHTING & SIGNING PLAN 0 PROP. CATCH BASIN MH MANHOLE ORDINANCES UNLESS SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO SHALL PREPARE AND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER MIN MINIMUM w CERTIFY ALL IMPROVEMENT PLANS. 22 UTILITY PLAN & PROFILE 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF SERVICES OR POTABLE WATER MAINS - 12 -� PROPOSED CONTOUR N.T.S. NOT TO SCALE �Z SHALL BE A MINIMUM OF SIX 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE 23 UTILITY PLAN & PROFILE N.P.D.E.S. NATIONAL POLLUTION DISCHARGE ELIMINATION THE ADA COUNTY HIGHWAY DISTRICT PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. ( ) EXISTING CONTOURS SYSTEM 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY. THE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 24 UTILITY PLAN & PROFILE (18) INCHES OF VERTICAL SEPARATION THE CROSSING SHALL BE CONSTRUCTED IN gg 79 TOP OF CURB ELEVATION P PAVEMENT ELEVATION Of V)wo CONTRACTOR AT NO COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE CONTRACTOR ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 25 UTILITY PLAN & PROFILE PC POINT OF CURVATURE Qo SHALL CALL DIGLINE (1-800-342-1585) AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING GROUND WITHIN ACHD WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES 26 UTILITY PLAN & PROFILE gg 79 EDGE OF PAVEMENT ELEVATION PE PAVEMENT EDGE �a RIGHT-OF-WAY. THE CONTRACTOR SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD (IDAPA 58.01.16). PT POINT OF TANGENCY Z CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. 27 UTILITY PLAN & PROFILE GRADE BREAK PUE PUBLIC UTILITY EASEMENT 0Of 0 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 PERCENT. PVC POLYVINYL CHLORIDE ( �r THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY I.E. SEEPAGE 28 UTILITY PLAN & PROFILE THERE ARE NO TOLERANCES ALLOWED. 10.00 PROPOSED SPOT PVI POINT OF VERTICAL INTERSECTION oY 12. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN BEDS, DRAINAGE SWALES). 29 UTILITY PLAN & PROFILE ELEVATION R RADIUS/RANGE wo ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: COLLECTOR, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER 30 IRRIGATION PLAN 10.00 EXISTING PAVEMENT R/W RIGHT-OF-WAY �> SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SPOT ELEVATION REF REFERENCE N LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (Y2 ) MIX, PG-64-28 THREE INCHES SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 31 IRRIGATION PLAN 3" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN GREATER. REV REVISION Q w� ( ) PUBLIC WORKS INSPECTOR. 32 GRAVITY IRRIGATION PROFILES PROP HEADWALL SCH SCHEDULE 00 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN SEC SECTION a a= ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. DRAINAGE NOTES 33 GRAVITY IRRIGATION PROFILES SF SQUARE FEET �w A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND SHLDR SHOULDER Z INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 34 POND & IRRIGATION DETAILS PROP. CATCH BASIN, SAND & 0 wJ 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL OD OD GREASE TRAP SID SEEPAGE BED w< B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE SPEC SPECIFICATION REPLACE THE ENTIRE ROADWAY SURFACE. PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND SS SANITARY SEWER Y 0z C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL o� CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING STORM WATER INFRASTRUCTURE ST. 0 rU PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING EASEMENT STD STANDARD a, ° za SW SIDEWALK a �? D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE OFFICIAL UNDER THE APPROPRIATE PERMIT. W oV) BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. ® PROPOSED STORM DRAIN MANHOLE SY SQUARE YARDS TC TOP OF CURB 0 W0 E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION o ZQ TF TOP OF FOOTING O �z BEGINS. PROPOSED STREETLIGHT TOG TOP OF GRAVEL TRW TOP OF RETAINING WALL r �w SEWER NOTES U N� TSR TOP OF SAFETY RAIL to O L_Y o TW TOP OF WALL a 3 wZ 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL TYP TYPICAL Z 7 �0 AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. z N< 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM BRODY SQUARE Of Zo DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN o Qo AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE Plans Are Accepted For PublicOf j aZ CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING Street Construction COVER SHEET a wF_ WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ° wa 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS By stamping and signing the improvement plans, the Registered W oo Engineer ensures the District that the plans conform to all District a 00 SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER policies and standards. Variances or waivers must be specifical- MERIDIAN ID o za ly and previously approved by the District in writing. Acceptance ' a wZ MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE of the improvement plans by the District does not relieve the CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPACV M APPROVED FOR Registered Engineer of these responsibilities. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Ia��° Ki0m1ey >>> Horn Z 4. PLACE SEWER SERVICE LINES IN A SIX 6 INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CONSTRUCTION BY DATE: o ~ ( ) ADA COUNTY HIGHWAY DISTRICT z 0 0 CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE These plans and�or specifications have been reviewed for � Q z� © 2020 KIMLEY-HORN AND ASSOCIATES, INC. Q m c, 2017 ACHD STORMWATER DESIGN GUIDELINES. compliance with Meridian City Standards and Specifcations. This 950 Bannock Street, Suite 1100 O Q) aw review does not relieve the owner, engineer, or contractor of the Z Lj L)D responsibility to design andlor construct those facilities incompliance Boise, Idaho 83702 208 297-2885 N 0 0o PRESSURIZED IRRIGATION with all current applicable federal, state and local laws. rules, DESIGNED DRAWN CHECKED _� regulations, ordinances, development agreements, specifications, ■ ■` �1 ■ FOSS\OVAL e�c�ti ITC ITC TRB N =Z 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS orders or approvals, all of which the City retains the right to enforce. 1 I m 7 1 8�' , �o �ENSF10 FF Z rn F • , Q SCALE (H): N/A o o tz�LU BEING CONSTRUCTED. Inconsistencies not noted by City staff shall not be construed as Ai 0 � w SCALE (V): N A w Uz 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND approved unless specifically addressed in writing by the City. Any _¢ THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL proposed revision to these plans must be submitted far review and KnowwhaYst7elOW PP 'l/E DATE: SHEET N0. W rn m tall before you dig. 1 2 F N I QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. compliance with the Meridian City Standards and Specifications s � 0 10 13 2020 wrOzo before said revision is constructed, CNLL 2 BUSINESS ADVANCE BEFORES PROJECT NO. oU nYOU DIG,GRADE,OR C N z gEXCAVATE FOR THE 291015009X UUNDERGROUND wo? ■ MEMBER UTILITIES DWG. NAME V 34 a Name Date MARKING OF w x�0 5009-C R.dw of shtsa. FOUND BRASS CAP AT NW CORNER OF SW a OF SEC 27, T4N, R1 W. I I I I APN: APN: I I SO427325830 SO427325702 I i I � i I i I I PROPERTY LINE I i i — -S89.17'41"E- — — — 635.80' — S89`17'41"E I i 25.00' I I BLOCK 1 10 1 9 I 8 1 7 6CK 15 14 13 12 1 1 I 12 L — I I �� W. WAPOOT ST. o � 13 � // //�� - - - - - - — A o �0 I I I - - - - CO z 1 I � — — 1 ( 9 20 10 I � III I o (D 14zl � IIII I I I l i 1 i I I IIII I I 2 BLOCK 3 19 1 9 — 111j I 5 I III I 3 11 11 18 I 8 — i l l 16 I T-I 111I1 1 - - � I 4 � I i 1 17 III 7 I 1 II j l BLOCK 1 I 1 _ _ 1 1 1 I j _ _ I 1 11 11 17 1 1 1 I I j l 5 6 1 1 1 1 16 IQ I jII � II 1 1 j j � 1 I p I I APN: SECTION LINE i 1 it I I I 1 18 1 I - - i I I I - - 1 O I R0982010025 1 1 I 1 1 1 1 1 BLOCK 5 6 I o I m I 1 IIII - - 1 I I I I � 1 15 Z 5 I 1 1 1 1 1 11 11 I 19 -lJ x LiPROPERTY LINE V) �z Plans Are Accepted For Public Street Construction dU Ld Of o By stamping and signing the improvement plans, the Registered V)a — Engineer ensures the District that the plans conform to all District a 0 policies and standards. Variances or waivers must be specifical— a — — — — — — ly and previously approved by the District in writing. Acceptance _z of the improvement plans by the District does not relieve the ORegistered Engineer of these responsibilities. o w N 0°31'09"E BY DATE: Y 1 85' ADA COUNTY HIGHWAY DISTRICT 6 z0 — — — — — — z OF W p J Z p] Q aQ e w� NOTE: , 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF w BLOCK 3 PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z Ld - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA V)= o 0 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U V)FD LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A M ~U Ln Y P. o� z APN. 3. REF,R TO SHEET 03 OF THESE PLANS FOR J Q L 0982000020 o HORIZONTAL CONTROL LINE AND CURVE DATA. W Qo 0 oa N z o O ~Z ¢ z z z wo BLOCK 4 GRAPHIC SCALE IN FEET 0 >r w 0 30 60 120 NORTH o w� to 00 1-)N� Q, L Y O � ai 0 3 r o F-CD ;`� O z w Z O h7 z O zQ BRODY SQUARE -o , za O ao aZ GRADING KEY MAP V)Q N ZO BLOCK 2 6 wN Li o _it a no LU s89°17'52"E MERIDIAN, ID >>�w 630.80 0 Kiom ey >>> Horn U E o PROPERTY LINE �,�,' APN: o 0 " SO427333500 Q z © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U � a <Z 950 Bannock Street, Suite 1100 O Ca 0 0M Boise, Idaho 83702 208 297-2885 N o X Z" DESIGNED DRAWN CHECKED m=o o�FSS�� N s�N�/,�� ITC ITC TR B N 0 0�o 8�' o Q� O F� SCALE (H): 1"=60' o X�o I �� SCALE (V): N A _¢ I �,�rsbelow PPRO E DATE: SHEET N0. m H J N 1 0 10 13 2020 rn o Call before you dig. �1 20 o �O~w CALL 2 BUSINESS DAYS 0 w� FOUND BRASS CAP IN ADVANCE BEFORE PROJECT NO. z YOU DIG,GRADE,OR C N "z)o- T* ----AT SW CORNER OF EXCAVATE FOR THE 291015009 MARKING OF L'oZ SEC 27, T4N, R1 W. UNDERGROUND DWG. NAME a /w rn a MEMBER UTILITIES w x�o 5009—GD—KM.dw of 34 shts FOUND BRASS CAP AT NW CORNER OF SW a OF SEC 27, T4N, R1 W. I I APN: APN: I I I SO427325830 SO427325702 i I � l i PROPERTY LINE S89`17'41"E 635.80' S89* ME25.00 BLOCK 1 w o a? LINE TABLE z 11 L3 12 L4 LINE LENGTH BEARING G� L1 206.50 S89°16'58.00"E L2 480.81 NO`31'09.00"E L3 277.30 S89`28'51.00"E L4 133.50 S89°28'51.00"E L5 525.42 NO°31'09.00"E BLOCK 3 1 1 O L6 133.50 S89`16'58.00"E L7 194.68 NO`31'09.00"E CO o L8 135.09 NO°31'09.00"E n ;) L9 277.30 S89°28'51.55"E o N L10 152.29 NO`31'09.00"E 15 BLOCK 1 J APN: CURVE TABLE SECTION LINE R0982010025 BLOCK 5 CURVE RADIUS LENGTH DELTA TANGENT C1 43.50' 68.33' 90°00'00" 43.50' N C2 43.50' 68.33' 90°00'01" 43.50' J LINE 09 w V) �z Plans Are Accepted For Public Street Construction dU Of o By stamping and signing the improvement plans, the Registered V)a - - - Engineer ensures the District that the plans conform to all District <o - - - - - - °� policies and standards. Variances or waivers must be specifical- ra 2.5 AC SURFACE ly and previously approved by the District in writing. Acceptance _� COURSE of the improvement plans by the District does not relieve the _0 0 p L1 L6 O Q /_4" ABC Registered Engineer of these responsibilities. w N 0°31'09"E O (� BY DATE: o� �v�v�v�v�v�v. Y 1 85' ADA COUNTY HIGHWAY DISTRICT w0 - - - - - 10 0� - - - - !w III-III -I PER GT BASE D AND ACHD o 0 I-III=-III NOTE: 0 0-0 "� `� J I I I-I I I-I I I-I I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO �0 oz I-III-III-III- BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 0w BLOCK 3 w PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm - NOTE: 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �= 16 14 0 1. PAVEMENT SECTIONS PER RECOMMENDATIONS STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W L w� INCLUDED WITHIN GEOTECHNICAL REPORT LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A �Z a qpN: PREPARED BY ALLWEST TESTING & ENGINEERING, RAMP. le oU J Z DATED 03/04/2020. 3. REFER TO SHEET 03 OF THESE PLANS FOR R0982000020 0 0L) HORIZONTAL CONTROL LINE AND CURVE DATA. W 0 LOCAL ROAD z CV z zQ �� PAVEMENT SECTION wo 13 L9 BLOCK 4 INTERNAL LOCAL STREETS GRAPHIC SCALE IN FEET NOT TO SCALE 0 30 60 120 NORTH to + U U >} � WJ N Q 0 Y d 3 �r o �m z 3" AC SURFACE 0 > N� ir COURSE BRODY SQUARE z< 00 Z J 6" ABC O aoir V) Z0 BLOCK 2 13" GRANULAR SUBBASE PAVING KEY MAP o w� _Of�00 _ - PER ITD AND ACHD Lj s89`17'52"E I-III- -III MERIDIAN, ID o i�� 630.80' III-III-III-I I oN APN: 1 - ICIKiom ey >>> Horn x 0 o SO427333500 NOTE: o a- a~ �I—z§i 1. PAVEMENT SECTIONS PER RECOMMENDATIONS © 2020 KIMLEY-HORN AND ASSOCIATES, INC. I /rn�z I INCLUDED WITHIN GEOTECHNICAL REPORT 950 Bannock Street, Suite 1100 O C o wm PREPARED BY ALLWEST TESTING & ENGINEERING, 0 Ln QD I Boise, Idaho 83702 208 297-2885 N x Z" I DATED 03/04/2020. DESIGNED DRAWN CHECKED m= o��SS\ONAN S�N�/,�� ITC ITC TR B N 0 0�0 COLLECTOR ROAD 8�' o Q� o F� SCALE (H): 1"=60' o aW' PAVEMENT SECTION �� SCALE (V): N A �,�rsbelow PPROVE DATE: SHEET NO. 00 Ld OFFSITE COLLECTOR STREETS Call before you dig. �1 20 o ;w �O)or w CALL 2 BUSINESS DAYS �9 PZ u 1 0 13 2020 o w� FOUND BRASS CAP NOT TO SCALE IN ADVANCE BEFORE PROJECT NO. Z XI xU� • AT SW CORNER OF EXCAVATE FORYOU DIG, E THE N MARKING OF 291015009 O� W a L'nz SEC 27, T4N, R1 W. UNDERGROUND DWG. NAME a /w MEMBER UTILITIES 5009-PV-KM.dw xto w FOUND BRASS CAP AT NW CORNER OF SW a OF SEC 27, T4N, R1 W. I I APN: APN: I I I SO427325830 SO427325702 I I II I i I I PROPERTY LINE i I — -S89°17'41"E- — — — 635.80' \-S89*1 7'41"E I 25.00' I BLOCK 10 I 9 1 8 1 7 6K1 15 14 13 12 I 1 I 11 I I I I I - - 12 Il T — 8W �I I — 1 25 s 8S 8S MH 12 I I 13 / �MH 11 - - I 11 - - MH 13 I I I - _ MH 10 1 I- - 1 20 I 10 � 1 I 14 w II IIII I I 3 I l i l i I I to 3 1 �, i� l II I °0 I 2 BLO_CK 3 19 I g I� j l l l I I _ I j j I I I z' �' IIII I 5 I I I I — �� I I 3 I I I I 18 I 8 I IIII I 24 I o � — 16 00 I T- l Ili I _ I 3 1 4 I I I 17 17 T 7 j II j l BLOCK 1 I _ I I j I j n — I i IIIII I i I I 17 I � - MH 21 00 I i t l ii l i l 5 6 I I I I 16 I I MH 20 I I I I I I I I APN: _ I SECTION LINE i I II I I I I I I I _ I 2 7 B_LOCK 5 R0982010025 IIIII 18 I I 6 I I I j l � I cn I I I I I 15 5 IIIII — � I I I I I I IIII o IIIIII I 19 3 I I I I I — Cn3 1 I I I I I I I00 7 I I I I co co I 4 I 14 I - PROPERTY LINE � lull 23 IIIII 20 IIIII 8 3 jIIII I — % �J I — UjZ I I 21 `� � � � I I I I I I I ice � �/ 1\`\ 1 2 Wo aN I � MH 14 9 - - I - - - ' I 22 I I 1 I 1 3:z _� MH 03 3� 22 �� — \� ��; — 22 — le , I J oY NO°31'09"E i - _ _ IMH 04 - - - - - - 1.85' i 1 - -6 - - - - - - - - - N zo z Uj — — N Uj l i I 2 I - - - - 5 I NOTE: N � 1 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO d i I I MH 09 �3 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF L)m w IIIII _ BLOCK 3 I I - PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z Uj-1 �I�n IIIII I I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA � I I 10 12 . . LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A 4Z o W Y ,,, APN: RAMP. o 0 0 of w}Uj r ? i IIIII I I R0982000020 3. REFER TO SHEET 03 OF THESE PLANS FOR c Za I IIIII - HORIZONTAL CONTROL LINE AND CURVE DATA. W 29 I — a 0� I IIIII MH 05 0 04 oQ I IIIIII 4 HZI — — — — — — — — 04 zQ IIIIII W 3 U= IIIII _0 28 — ;c. I BLOCK 4 GRAPHIC SCALE IN FEET w I i - - IIIIII �, 8 S 8 - 0 30 60 120 NORTH Uj J I IIIII 5 ° \ — — - - - - - 00Ico to U-Y IIIII 30 0; Y wo l i IIIII MH 06 MH 07 2 0 0 0 �� IIIII ro o BRODY SQUARE i a i U)a IIIIII , I o "' Of Za I IIIII I _ z Lo oz of 141 1a 6 7 8 9 10 I 11 I 12 113 1 I UTILITY KEY MAP a - BLOCK 2 W _N I I IIII — - - - - - - - — MERIDIAN, ID s �- LE x 7Q - -7,- - - - - - _ _ - - - - - -S89°17'52"E - - EL`wz '— — — — o o>a� 630.80 MH 08 ao�3 PROPERTY LINE Kiorn ey ))) Horn 0 L w APN: o x SO427333500 0a-0 m Q a3 © 2020 KIMLEY—HORN AND ASSOCIATES, INC. w �QFw I I 950 Bannock Street, Suite 1100 Z L o 0� I Boise, Idaho 83702 208 297-2885 N a x Z" I I DESIGNED DRAWN CHECKED m= o��SS\ONAN F�c��F ITC ITC TR B N oo�o �� ° Q� D F� SCALE (H): 1"=60' o o L 3 W �� SCALE (V): N A W x=a wmwwhars below. DATE: SHEET NO. m H J N o Call before you dig. ��~w CALL 2 BUSINESS DAYS PZ 1 0 13 2020 W FOUND BRASS CAP IN ADVANCE BEFORE PROJECT N0. Z YOU DIG,GRADE,OR C N 04 x�m AT SW CORNER OF EXCAVATE FOR THE 291015009 _U) MARKING OF 00 SEC 27, T4N, R1 W. UNDERGROUND DWG. NAME a /Lv cn a MEMBER UTILITIES w N1 1kfX�o 5009-UT-KM.dw of 34 shtsa. FOUND BRASS CAP AT NW CORNER OF SW a OF SEC 27, T4N, R1 W. I , I APN: APN: I I SO427325830 SO427325702 I i 1 PROPERTY LINE i i I I — -S89°17'41"E- — — — I S89°17'41"E I 25.00' I BLOCK 10 1 9 I 8 1 7 6K1 15 14 13 12 I 1 I I I I I 11 I I I I I I I I I I 1 I I I I II I I I L - - 12 W. WAPOOT ST. - 13 II - - 1 f � � 20 10 I I I 1 14 - - I II it I I I I 2 BLOCK 31 19 1 9 IIII I 1 li it I I w �I0') IIIII I 5 - - - - - - oo1oo I � o � III 1 oro 1 IIII 3 21 1 31 18 1 8 M o to — I 16- - I - - i 1111I1I— _-- 4_--5-- //�IIIIjIII- 17 5\— 11I1I I jQ I�1I11 T ---—_—_-- 7 BLOCK 1 17 _—_6 16 1p — — IIIIIIIIjIII I � - - --A P--N—: SECTION LINE O ° R0982010— 0 25 18 Q� BLOCK 5 � ca 6 5 IZ 19i 7 4 14 20 8 _ - - - - - 3 N -- -- -- -- -- -- LEG E1 ND PROPERTY LINE �z 21 IRRIGATION PLAN SHEET NU MBER UjQ 2 wo �a22 LIGHTING AND SIGNING SHEET NU MBER 00 E DAPHNE ST. NO°31'09"E W DAPHNEST j1.85' 1—Je 6 w0� co n I i 2 o o 1. ALL STATIONS, OFFSETS NORTHINGS, EASTINGS ARE TO D 0r I rill F zwa Ln I� I I 1 zl BACK OF CURB, BACK OF HEADWALL, OR CENTER OF F,m ZI I IIIII I — — m BLOCK 3 — — PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. W� IIIIII i Z 1 1 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = V)= I IIIIII I �1 I I 1 p I 11 I 12 I 13 I STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W C 0? I IIIII I 4 APN: LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A o RAMP. }w 1 IIIII I 3. REFER TO SHEET 03 OF THESE PLANS FOR — — _ R0982000020 J Za HORIZONTAL CONTROL LINE AND CURVE DATA. a o� I IIIII 1Ld W� Z NZ IIIIII I 4 ° - - - - - - - - - 1 Z �Q IIIII 3 I�' Io i IIIII — — �� _ BLOCK 4 GRAPHIC SCALE IN FEET �= 1 IIIIII I 5 W. APGAR ST. _ — 0 30 60 120 NORTH 5} to IIIII _ _ 3V)� ' 0>- IIII 1 a oZ 1 III IIIIII z 2 0 Y IIIII o I IIIIII I I I BRODY SQUARE N IIIII I I I I I I I I 0 IIIIII I 1 6 I 7 I 8 I 9 I 10 I 11 1 12 1 13 1 141 1 - - W Wo 1 111111 I BLOCK 2 I 1 I LIGHTING & IRRIGATION KEY MAP W a IIIII I W d =� I I a 0 0 j [- — — MERIDIAN, ID �Q — — — -- — — — — — S89`17'52_E -- — — _ — — — _ — — — o_� APN: Kiom ey >>> Horn U 2 PROPERTY LINE z �w� o " SO427333500 0a-0 m Q,-a3 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. �QFw I I 950 Bannock Street, Suite 1100 Z -CC)�� I Boise, Idaho 83702 208 297-2885 N a x Z" I I DESIGNED DRAWN CHECKED Ld m= o��SS\ONAN F�c��F ITC ITC TR B N oo�0 8110 Q� D <`� SCALE (H): 1"=60' o o�3 W �� SCALE (V): N A W LXU Know wbars below. DATE: SHEET N 0. om�J H o N o Uj Call before you dig. �,1 2 O �0~W ` CALL 2 BUSINESS DAYS I9Q� 1 0 13 2020 W FOUND BRASS CAP IN ADVANCE BEFORE vvvvv PROJECT N0. Z YOU DIG,GRADE,OR C N 05 = xm� AT SW CORNER OF EXCAVATE FOR THE 291015009 MARKING OF =U)00 SEC 27, T4N, R1 W. UNDERGROUND DWG. NAME a /Lv w N1 X cn a MEMBER UTILITIES 1kf�0 5009-IRR-KM.dw of 34 shts GRADING CONSTRUCTION NOTES O1 INSTALL RETAINING SEAT WALL. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT 4" THICK SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. WIDTH PER PLAN. SEE PAVING PLANS (SHEET 08 - SHEET 15) FOR STORM DRAIN CONSTRUCTION. IL I 1 I I 1 I I I I I I I 1 - I LOT I PROPERTY LINE 6' VINYL FENCE MATCHLINE SEE SHEET 07 1 1 I I 1 12' MAX 2' I I i I I I I I I I I � MATCHLINE SEE SHEET 07 I I I 1 - �� 2536.SW MATCHLINE SEE SHEET 07 EX. GRADE 2540.11 12541.61 N I I I BLOCK 3 Nin NN 14 P 12540.55 FG N I� _ I I 14: 1 X II II �/� I I �O O d N � I Q ZO �� I / 4: 1 SW I� I 3: 1 g o, r- O N 2542.14E \ \\?\�/\\/\\/\\ BLOCK 1 20 I N I I NNN In N O O - - In N I E G /\/ //\ \ \ \ \/ N O N � O lo- x �O 2540 I14 I z II 1 0 $ NNN BLOCK 3 1 - O C3 3 N N L BLOCK 5 �p��\/\\/ \\/\\ P O I 2541.61 Q �o I N (0� a II II I 1 - -- -- - - N In II II N I I '` //\// //\//\//\//�/ LOT GRADING LEGEND Ii o I I I FG - - - Nd. o N Q z� l I N x Z� I PROPERTY LINE DG PER PLAN �' \ \/\ /\/\/\/\� I I _ o N 3 TYP 0 2539.17 i/ -- - - / I N N 1 o I / / /�\/\\/\\/\ \\/\\/\\/�\ MIN MIN TOP OF STEM WALL ELEVATION / - / / o 0 2541.99E / / ��? / / / / / / \// N 4: 1 I I I 2 TYP N o EL N N - - 2540.75 - - SW / // - - / 1 - - `o In In - - EG \\\\/�\\/\j\\j�\j�\j�\j�\j�\�\\/ DG MAX ROUGH GRADING MAX TOP OF DESIGNGRADE EVATION I I �� N / / I ❑ N N N �� / / / / /\ // I I N Nln 21 I 5 TYP 2 SW �� 1 I N �o I I \ \ / / / 2540.27 � �� SWALE PER IRC XzN N i�� / / \ LP 2 Lon I 2 2541.62 Q -c� I / i PND-1 2540.40 N N N I - - o - - I I / 0 2540.40 II II I I - I � � 2541.64 6'� �� i VOL REQ:54,446 CF 2540.43 � x z 2540.44 FG 2540.43 a - 2540.45 j SW 3�_ � VOL 390V0:67,208 CF �� 2540.46 O 2540.45 - � �o - - I 1 254 REAR LOT GRADING DETAIL TYPE 1 N.T.S. J I SEE SHEETS Q 1 EG _L I o � ( � BTM=32.50 � 1 � 1 TYP I I2540.52 - 32-33 FOR GIRR P 2540.78 ___ - U `�-N - 0 � _25_34 - -- 2540.94 2541.93 .�2540.11 2540.83 I I N �� _ - 2535' / 2540.66 E• DAPHNE ST. 07 - - W. DAPHNE ST. ° m 5 � �9 2 - - 2536// _ 1.61% .;Ix - 2 2542.00 .-r 2540.82 2540.H0� 2540.93 _ Z N �s s38 2540.75 Q 2540.79 ' Q Ssr� 2542.00 0 0 -- 2540.58 2540.78 AO! SW 2.77 r' szj SW 2540.88 2541.92 - - I 377 P -TYP- o r' �L I Q - 2540.96 - - - - U) U) o\ 2 \ 2543 2540.75 / cn cn 2540.68 - _ 2540.78 m I - FG 254� Q Q 2540.72 - - - - O I 2541.29 2540.79 10 SW 2540.80 2540.73 ID 111 I 11 EG 06 I 2542.29 o - SW - W - 2540.77 Co TW o o TW 1 2540.99 FG °' 4 TYP 1 - T - Ii 2540.80 NNE _ - - - - - - - - - - - - _ SW� �� 2 SEE SHEETS 5 n L� I ° NNN MAX ° MAX 2540 N NN 2 0 N 32-33 FOR GIRR o II II II I z o V) 0 Ln I ao - x u 4: 1 II II II o O N2541.17 I III 2540.78 Q z o In N I O O rn Q o 0 0 _ HP I I I I I 0 1 � 2541.09E MIN\FG MIN\FG lipo IIII . I P /TTT, - - - N I I BLOCK 3 I N 0 - - - - EG II LO LO 3: 2542.32 �, In N 1 I ' // // // '/ // //\' KEY MAP 1 N IIII I 5' FG c0 N o� 5 33 5 �� \/\\\ \\\ ° u \` \\\\\ I MAX=2543.89 MAX=2543.88 MAX=2543.69 MAX=2543.27 S/W B/C S/W N N� I /�// / // / // N.T.S. � I I I I S/W I �4 O � f h I APN: D G \/ /\ n \/ /\/ D G In 3 In MIN=2543.39 MIN=2543.38 MIN=2543.19 MIN=2542.77 N I Li) �U �Z I I/ I N NN '� N DG=2542.39 DG=2542.38 DG=2542.19 DG=2541.77 I 4 NNN R0982000020 / / / / Plans Are Acce ted For Public o I X X z 1 I I I N X \\/\\ ° \/\ Uj N II I 2540.94 -o � N 10 I 11 I 12 13 I I N Qo NOTA PART / / //\/ Street Construction W I 1 I P 1 I I I I ON \ ° c \ By stamping and signing the improvement plans, the Registered 1 2541.37E '�\/ °a I In 2542.62 Ln 1 In - - - - Engineer ensures the District that the plans conform to all District a o I I N IIII 12541.52 FG N 2541.66 EG / // // // // // // / / policies and standards. Variances or waivers must be specifical- 3 z I 3: 2543 1 \ \ \\/ I and previously approved b the District in writing. Acceptance SW N� 4 25 11.69 TYP N TYP �o I FOOTING PER FOUNDATION /\\/\\�\\�\\�\\�\\�\\�\\/ FOOTING PER FOUNDATION y ? y pp y g' p I � \ 2 2 of the Improvement plans by the District does not relieve the c,o Ln cv Ncc� 2541.68 _ I 1 PLAN BY OTHERS.\ \PLAN BY OTHERS. Registered Engineer of these responsibilities. 4: 1N ,n I 2542.75 NNN - - - - - - FG � �� o I I l0 2541.12 FG Q zc� 2541.88 2542.12 _ 3 N NN BLOCK 4 .//�/////////\//�,// BY DATE: Y I J_ 2542.85 0 2541.65 2541.78 II II \\ \ \\\ ADA COUNTY HIGHWAY DISTRICT w i of N P - - - , 0.40% _ -42S 2 1 - 2541.42 0.72% Q - Z 0.40% 4 0.72 0 - Z �� I I I I I �/�/ APGAR ST .-T 42 2542.14 I - - - Ln I N I i N N l l 1 12541.79 5 2541.51 2541.60 HP 2541.45 _ 11 2541.66E N I III I SW 2s�2 2541.78 2541.98 2542.12 2541.66 � - - - - EG NOTE: �� Q i I Y 2543.05 2543.00 2541.86 - - - - I N I PAD & FINISH FLOOR GRADING DETAIL N.T.S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO I ^ 2s 2542.01 2542_TYP 2 \ 0, BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE V I 4: 1 I I II 2543.10 A \ ° I I rri Z IIII 2541.27 2542.98 3 2543 47 � , � UNLESS OTHERWISE SPECIFIED ON PLANS. o V i III P FG R/W 2 N N 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA W� I J l l III 5' I I I I I I I I X z� STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W ~" I m I i N IIII S/W 1 6 I � 1 g 1 9 1 10 1 11 1 12 13 1 _ � �o RAMPITUDINAL SHALL BE LESS THAN 5% UNLESS AT A le 0w o o i i 3:1 1 1 2 TYP MAX=2543.60 MAX=2543.50 MAX=2543.50 MAX=2543.60 MAX=2543.78 MAX=2543.98 MAX=2543.65 MAX=2543.27 1 Ln 1� I 2542.05E 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL _ EG CONTROL LINE AND CURVE DATA. a c� o0 I I I MIN=2543.10 MIN=2543.00 MIN=2543.00 MIN=2543.10 MIN=2543.28 MIN=2543.48 MIN=2543.15 MIN=2542.77 4 I N - N 1 m 0 oQ II DG=2542.10 DG=2542.00 DG=2542.00 DG=2542.10 DG=2542.28 DG=2542.48 DG=2542.15 DG=2541.77 N o cuN o Hz I II I 1 "' �N o zQ I 4: 1 I I I I I I I I I N �in a o �o I i III I I I I BLOCK 2 1 1 rn rn 1 NNN I GRAPHIC SCALE IN FEET IYSos} i l I 25�� 1 1 Q z� I 0 20 40 80 NORTH , 2543.05 I v'� i 2542.38- - - - FG- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- N � N - - - - - - - - - -�Gj�2 U M,Yni 0 O U r xW Z - - - - - - - - - - - , 2542.12E z L 2540.91 f 2540.93E 2541.14E 2540.99E 2541.17t 2541.15E 2541.06E 2541.17E 2541.29E 6: I EG o o �V)� I BRODY SQUARE Of 0 I za EGA EG EG EG EG EG EG EG EG 0 o ao PROPERTY LINE LIMITS OF DISTURBANCE APN: �' I of Lo X SO427333500 I I GRADING P LAN (0=0 0 ` I W~ NOT A PART a I Uj I W d�=N I a �� MERIDIAN, ID s E x�< >;�Z I o !L g I U a0).2 Kiom ey >>> Horn z ��~ I 1 I z a oo I a D a-OF I 1 a3 © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m �QFw 950 Bannock Street, Suite 1100 Z t o W M Boise, Idaho 83702 208 297-2885 N a X Z00 " DESIGNED DRAWN CHECKED 0m= oF�SS\�ENSF�ci'�,F ITC ITC TRB N 00�0 8�' , Q� D <`� SCALE (H): 1"=40' o o LO 3 W �� SCALE (V): N/A W L xWZ m o WC.allue Know solrel you Ig. a, 1 2� o DATE: SHEET N0. �0 i.w CALL 2 BUSINESS DAYS �9 P� 1° 13 2o2O X >O Za Z p IN ADVANCE BEFORE vvv PROJECT NO. U U)w 0- YOU DIG,GRADE,OR C N 0 6 I XMCL EXCAVATE FOR THEx LD) MARKING OF 291015009 INi oz UNDERGROUND DWG. NAME /LEI cn a MEMBER UTILITIES w 1 �0 5009-GD.dw of 34 shtsa. GRADING CONSTRUCTION NOTES CONSTRUCT 4" THICK SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. WIDTH PER PLAN. SEE PAVING PLANS (SHEET 08 - SHEET 15) FOR STORM DRAIN CONSTRUCTION. I I I I APN: I APN: SO427325830 I SO427325702 I NOT A PART NOT A PART I � I I I PROPERTY LINE I LIMITS OF DISTURBANCE 2540.17f 2540.81 f 2541.35f 2541.75f 2542.25f 1 2542.36f 2542 56± 2542.60f 2542.79f 2542.78f 2542.64f LL- co EG EG EG EG EG EG EG EG I I w r� 2541.17 00 - - - - - - - - - - - - - - - - - -7 - - -254� 2.64E- - - - EG i 2540.93 FG I ' � � 2540.87 SW I I I I BLOCK 1 I 1 TYP I i I 2 MAX=2541.90 MAX=2541.90 MAX=2541.90 MAX=2541.90 MAX=2541.90 MAX=2542.20 MAX=2542.73 MAX=2543.25 MAX=2543.77 MAX=2544.15 MAX=2544.40 MIN=2541.40 MIN=2541.40 MIN=2541.40 MIN=2541.40 MIN=2541.40 MIN=2541.70 MIN=2542.23 MIN=2542.75 MIN=2543.27 MIN=2543.65 MIN=2543.90 00 I� DG=2540.40 DG=2540.40 DG=2540.40 DG=2540.40 DG=2540.40 DG=2540.70 DG=2541.23 DG=2541.75 DG=2542.27 DG=2542.65 DG=2542.90 o 5' 1 11 1 10 1 9 I 8 I I 6 5 I 4 3 1 2 I 1 LOT GRADING LEGEND N S/W I I I I I I I I I I MIN MIN TOP OF STEM WALL ELEVATION 254027 1 2540.45 2540.17 MAX MAX TOP OF STEM WALL ELEVATION 253g 97 2541 TYP 2543 I DG ROUGH GRADING DESIGN GRADE I � 2540.133 FG 2 2542 _ 2540.42 FL 2540.49 r - 2540.31 - - 2540 - - - - - - - - - - - - - - SW I 2540.40 2540.14 2540.11 2539.86 2539.66 2540.20 2540.73 2541.25 2541.77 2542.15 2542.40 r\ 12 FL FL FL �� N - - - 2539.97 / 1' 25 .2542 `� 2542.66 o 0.40% 1.01% - - - 1.01% - - - 0.49% _ 2541.pg 2540.97 -� 2539.68 I/I/ WAPOOT ST. --� N / 2539.84 LP 2541.56 2542.21 2542.66 2541.07 0 0 0 _ 2539.66 2540.13 2540.64 00 '540.26 FG �o - - - 2540 - - �2541- o - - - - � � ko 2541.63 / FL N � w / TYP 2542- �� /� 11 1 I N" 13 - 2541 - - 2540.45 3 _ Sw2543- o / - - - - 25� �7 2540.38 11 z l o SW oQ� � � EG c� 0 SW Q o 1 •`0 2539.18 `° N I _ 0 2541.44 � rn _ �_ � �o � � r6 � � N FG - - - 1 0 O N `n"� S W 1 1 �`� ?\' ` 1 0000 00 I 0 I 1 N Ci in N 1 I 1 �� N NN 20 �I I d 10 NNN 4 � �\ NN N xZCD I 1 2 xllll I in LO 1 x1111 N 0 �� N 1 / �o N N � g0 I I I LLL �u - o - - - - I I I I 25 �+� � 1 I N 11 11 NN 1 N NNN I 1 1 N � �� N N 1 � �U 11 EG 06 3 I 2541.FG � �o I III L0 �o0 I I I � 5' 33' S' 10 I - - - - 0 _I 2 L j `�N I I N6 in N'n. 9 S/W B/C S/W 9 N N LO in N Ln 0 00 0 x z� 2536.27 � N I II II N I x z II � a?rn N rn Q - - xzo a -0 N 1 0 �o SW 4: 11 I 3 � �0 I 1 - - �0 - - 25 I i 4: 1 I I � �� o - - - - 1 N NE 15 U rn rnrn 3: 1 3' - - - - o , 1 � EG 1 1 2540.SW x Z N 1 o _2542. 1 I I N N o N 1 2 TYP N N I KEY MAP Ln N.T.S. w i 1 1 2541.8E o o - - 0 2540.71 3 N N In 1 I I N I 8 `n U6 I • 1 II O N I 1 LC) NN 18 N NN Z I 0 HP IXZOI II II 2536.27 I I N 1 II II II Plans Are Accepted For Public � XZO Q I i `�' 1 3:11 I �LI � o0 1 Ly �o SW 1 I I 1 1 Q zO 1 N < -0 Street Construction 2539.99 I N N - - 0 - - - - I I °� 0 N - - - - 2543.13E w o a-0I I'Co in 0 d- I I N EG B stamping and signing the improvement plans, the Registered a( I ro P �� O O I LO I in EG Y P 9 9 9 P P 9 a I I LO r - N N N �p N C -� m - - NI - - N - - -O LO in_ - - Engineer ensures the District that the plans conform to all District <o I x II II 0 1 1 N 0 5 TYP 2 I I I c0 OOLO - �`� N� - policies and standards. Variances or waivers must be specifical- ~z I O I I 2541.72 Q z p Ln CO in I O Lon N 47 ly and previously approved by the District in writing. Acceptance u� 2540.01 g N 0 1 N «� I 1 Cro N t Ln N� of the improvement plans by the District does not relieve the j 1 N P FG 4 II L j`V 1 I I I I R/W NNN I I Registered Engineer of these responsibilities. r I � ' 0 I x Z l l I I N `n'n 17 \ x 11 11 Of j U 1 O I Ln inLn I O O Q -� ro I NN z0 0� N ' ro N � � � �O I I Lr� 1 11 11 11 LD Ln Q BY DATE: w o I 1 N 5' 1 N� 0 1 0 C3 - - - - I N I Q Z C� 1 N O - - g - - 25 ADA COUNTY HIGHWAY DISTRICT O I I �� • 0> ' S W Ln, Lo N rno 2536.27 I 1 o Ln in Ln EG N o1 I I 1 / I N NN 17 1 I N �� I 3: 1 - - - I N Cq r7 1 I 11 11 11 5 33 5 N �0 SW I 3• 1 N N� 3: 1 Q z� S W B C I S W �� 1 I I °'� N ;1-"4- APN: NOTE: U I 2540.05 2541.72 0 / / / 5 N N 6 N N 1 6 Ln in in N N FG "� II II N 1 1 1 BSN-1 NNN N NN R09820 tf0025 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO D� I o P - - - - 0 I x II VOL REQ: 20,552 CF �� N LN`j 11 II 11 I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE �w i Ln 1 1 1 I `o N I �0 1 VOL PROV: 21,277 CF NNN 16 Ln N a 0 I I NOT A PART Z o UNLESS OTHERWISE SPECIFIED ON PLANS. N N �� N 4: 11 HW=39.17 x 11 I1 `" Q 2542.04E 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA w 1 12540.46 N 0 - - - - I Z o - - - - _ V)= SECTION LINE i I 1 SW �� 1 1 3: 1 BTM=36.27 Q �0 I rn 1 �' EG STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W w to I I elf) N �� 4 N CO �Ln J L I I 4. 1 1 I I II NNN 18 I N N 1 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y Z I II 11 11 47 �0 1 I - - - - 0 O N N C� RAMP. le L 0 I I I x z ,n ,n I I 00 00 00 o L-vi -� R W 6 N N I I 1 N 0 I C m 1 N 5 NNN 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL = r 11 2540.08 2541.60 o / N o w Z_ I a� 11 11 I I N a oo I I 0 ro 1 P FG - - - 0 I x z� 1 I �� II 11 I1 CONTROL LINE AND CURVE DATA. _ OLd N I 1 rn Quo I I I 1 BLOCK LC' in 15 Lr, 1 azo I I o ZLd o i N 0 I N N o f 2536.27 I I II 11 11 in COI C I 12542.10E o zQ I Irq 1 I Ln N I o - - - - Sw 1 I I XZO N 1 h . Z o V)Z i II 1 N 1 �o� 1 � �, � • N � I 1 �o 00 Ln � ,n� �� I EG �= I I 3. I I BLOCK 1 N Nln 19 2539.95 Lf'� N rn 0 N �� w N o IT Ln N rn rn I GRAPHIC SCALE IN FEET n �i o w I I x zN LP 1 °� �� BLOCK 3 MATCHLINE SEE SHEET 06 �� I o 20 40 80 NORTH to I vl� I 2540.35 L41 Q o M o N Ln 7 N N N N 4 N N L� BLOCK 5 `° �o-r I I I m N xz 11 1 i 11 11N I I a a� - a -0 I I N x Z O I 2542.14E z Q)XUZ r7 � �0 1 Q _o I EG 3 LWo I 1 1 I MATCHLINE SEE SHEET 06 o °Na I 1 1 I BRODY SQUARE o za 1 I 1 1 I 1 I I MATCHLINE SEE SHEET 06 0Lnaa I ; I II I 1 1 - - I �z Z I II GRADING PLAN 6=�� I 1 11 1 , __ - - - - - - I o w_< lJ 1 I a MERIDIAN, ID x z D I I �/ /�� 1 1 � 1 7,Ln I 1 , , IKiom ey >>> Horn oxoo / , , , Q z i I / i / \ \ _ I I I © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m 1 I I 950 Bannock Street, Suite 1100 O o U� i I / / �, 1 I 1 Boise, Idaho 83702 208 297-2885 N o X DESIGNED DRAWN CHECKED W rn rn=Z 8�' o Q� FO F� SCALE H 1"=40' o m r �F�SS\o E N sec/,�� ITC ITC TR B N ( ) 3� �� SCALE (V): N A w om=¢ �,,,Amrsbelow PPROVE DATE: SHEET NO. w o� Call before you dig. � � ( O F w 1 2 10 13 2020 W /0)�w >p zoo C IN ADVANCEBEFORE S q P � N PROJECT NO. 07 0 C)LC)w 0 YOU DIG,GRADE OR x g EXCAVATE FOR THE 291015009 x Do MARKING OF a-L'o z UNDERGROUND a¢ MEMBER UTILITIES w DWG. NAME x�0 5009-GD.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. I i �j I I I T I I INV OUT: 2536.891 I. �5 i.�5 I I I I I 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD O i I BLOCK 1 I O I SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & cj� L N I 21 BLOCK 5 i SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. 11_Q I 2 PROP. STREETLIGHT SEE SHEETS 32-33 I APN: I CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD U I SEE SHEETS 20-21 FOR I BCR CONSTRUCT END OF CONSTRUCTION I R0982010025 O SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. - - GRAVITY IRRIGATION - __ - I Q W I OFF: 16.50'LT STA: 11+33.4314 U I ECR [LINE CONSTRUCTION I (NOT A PART) 8 3 TC: 2540.66 14 CONSTRUCT CURB TERMINUS PER ACHD STA: 11+62.85 U - I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-707. Q I STA: 10+37.26 Q - - - - - - - - 00 i OFF: 14.50'LT OFF: 16.50'LT I ` 8 3 24 I I TIE INTO EX. ELEV: 2540.11 22 TC: 2540.83 °� m I 1 rL I PAVEMENT WITH 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. cD ` - - - - - - - C4 2547- - - - - - - - `L�'� - -10: 1 TAPER - - � 25c�1 � "w, m � � 24 ADJUST MANHOLE RIM TO GRADE. W `n \ W W `n-\ I W W W N 0: 1 = I _ T I �0 00 W 5 11+ I _ -- - 23 W + I 10 00 W �`-- I _ _ 11+00 - > i c� W N L LI � 0 � • (� ' '- nN" o0 � (n S I - (n o �-rim �Nw p �- I �� \- \ I • r o • z 5 �r �� W DAPHNE ST - - z 00 z '�_ I w I _ E DAPHNE ST 00 J- 2 10:1 U 2541 U I � in \ Q ECR Q I o 2541 o STA. 10+37.12 - - - - - - 2542 X. + OFF: 14.50'RT BCR + TIE INTO E ELEV: 2540.82 1 I ''? 8 3 1 24 PAVEMENT WITH APN: i STA: 11+63.15 8 3 1 OFF: 16.50'RT� I _ - - - - - - - 10: 1 TAPER R0982000020 TC: 2540.93 ( BCR - - - - - I I 2540.�_ I - � STA: 10+33.63 END OF CONSTRUCTION 14 (NOT A PART) FL I v I OFF: 16.50'RT STA: 11+33.57 1 00 TC: 2540.79 SEE SHEETS 32-33 5 FOR 2 I I BLOCK 4 IGRAVITY IRRIGATION I BLOCK 2 I I (LINE CONSTRUCTION I N I N I �z I I 09 10 17 fl w15 W(j dZ 0Ld w� QQ dLd 0 Qo 08 12 08 �Z a Z 16 r 11 14 ow � Y U) w o X un z Uj Zm 2544 J 2544 2544 = c M 2544 KEY MAP eq wJ N we � ,n Jr � M � zo ± �i NOTE: N.T.S. N o� r- N ZNpp w7 j w '� wro EX. GRADE :2 � � Q �o � o I� J (0 (0 Z ro 0 o w z z o Q N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO IL U 00 CO o N in + o J w p `n Q Oo � J J r7 O 00 AT m Z BACK OF CURB, BACK OF HEADWALL, OR CENTER OF o + o + � v _ � � o Y p °� o = Oo po mw � w - - - - - - - - - - - - - - - - - - PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 0 M Y O O O 0 U " O C) r O N lC) = r W� c� 0 � ,n - � ter\ m � � QN N o + o O0) C14 � c� .. �U - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA wa .. aN + PROP. GRADE � V) w Q � + m - - - o Q � ..Q � W w� .. m w r o o+ Q N~ Q N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2% } 00 coN coN w CD cn w O 0 N AT � w � � � Q N °° . LO >- o+ o � � w� N m LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y � Ln J Ln .. w - � o� m � N a � `� Z cnm z c~n � J QN 11.61q� RAMP. o JU _ _ _ - - - pcn w _ _ - - - - - _> � m_ - - - - - - Q .. 3. REFER TO SHEET 03 OF THESE PLANS FOR w - - - - - - - - - - - - -0.78% pogo a, HORIZONTAL CONTROL LINE AND CURVE DATA. +2. PROP. GRADE L w 2540 00 2'009 2540 2540 -2'00q AT ,� 2540 0 0 -Z Q pl w o I ZQ EX. GRADE a AT No�o GRAPHIC SCALE IN FEET o Ln X L= 12" GIRR 0 10 20 40 NORTH 00)0 Y INV: 2537.50 oIL 'M z X�O Z af�a BRODY SQUARE I _o N I �ZQ Ir Q Q 2536 2536 2536 2536 zo PAVING PLAN & PROFILE in F - I wa W dC=O a �LOLQ MERIDIAN, ID j oia 2534 2534 2534 2534 �0'3Kiom ey >)) Horn o X o 0 10+00 11+00 12+00 10+00 11+00 12+00 a o�z C �0?0 KIVI I Y ORN AN1) ASSOC A I: S, I\C. m /Orn<.z 9'O :oonock S�rcc�, S J,, 1'OC O N p a w z C o UM Boise, Iaaho 83702 208 297-i'H8H5 0 o X DESIGNED DRAWN CHECKED W m== �LUM Plans Are Accepted For Public r,,_ SS\OVAL EN�� SCAITC LE H : 1°,-2oc TRB o z GENSF �'� 0 0�o Street Construction 811 Q O F _ 0 o�3w ��% NOT SCALE V 1"=2' W `n X w z By stamping and signing the improvement plans, the Registeredx o m=J Engineer ensures the District that the plans conform to all District Knowwhaesbelow. ROVE DATE: SHEET NO. c' rn ;M policies and standards. Variances or waivers must be specifical- Call before you dig. 1 20 1 0 13 2020 jo w ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS ��' ��q Q� W > 08 o zo of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o iJ rn w[ Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N X g EXCAVATE FOR THE 291015009 =cn oo BY DATE: DWG. NAME a d L,o z UNDERGROUND W /w�,a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X�0 5009-PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. BLOCK 1 I O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 11 I 10 I 9 I 8 I 7 I 6 5 I 4 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. a- Lo CB-1 A 8r6 0 STA: 10+88.50 CONSTRCUT 6" THICK CONCRETE DRIVEWAY ,;I- `n 17 OFF: 15.25LT APPROACH PER ACHD SUPPLEMENTAL SPECIFICATION o C° o RIM: 2539.40 STD DWG SD-710B I I I I Q INV OUT: 2536.66 CONSTRUCT ALLEY SECTION PER ACHDo 8 3 8 3 SUPPLEMENTAL SPECIFICATION STD DWG 803, TYPE I.25 N: 5343.9697 N: 5343.4629 -1 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST E: 8929.8380 E: 8985.7668 VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION P: 2540.17 STD DWG SD-604A. INSTALL TYPE III GRATE PER P: 2540.31 _ _ _ _ _ - - - - - - - - ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG T - - - - - - - - - - - - - - - - - - - - - - N: 5344.38 9 � SD-61OA. E: 8883.9088 11 ") C/) W P: 2540.42 30 LF ® W 18 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST 12 15 I 20;0.20% 8' W 8>>W� VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION N: 5319.3869 �� 2542 STD DWG SD-604A WITH TYPE III GRATE PER ACHD E:8319.3869 / 24 11+00� 25 _ _ 12+00 T IW SUPPLEMENTAL SPECIFICATIONS STD DWG SD 610A P. 2541.09 - I I - I r � � - i I - - - AND SAND AND GREASE TRAP PER ISPWC STD DWG - - T m f LLB SD-624. N: 5318.9687 N: 5318.4619 2S�� `' Z 0 g 2542 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE E: 8929.8380 E: 8985.7668 47 LF ®'2S W WAPOOT ST P: 2540.97 P: 2540.50 I 22 4.02owl % = PER PLAN. ® 2540 \ \ 21 INSTALL STORM DRAIN MANHOLE PER ACHD STA: 16+76.60 25 _ _ _ _ U) - - - Q SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. 00 PT -2540 SDMH 1 - - - - - - - - - - BLOCK 1 13 STA: 10+43.50 STA: 11+35.50 REFER TO SHEET 18 22 INSTALL 18" T-1 PVC PIPE OR APPROVED EQUAL. PC PC OFF: 10+43.T -2541 OFF. 19.00RT FOR ALL STORM DRAIN 2542 LENGTH AND SLOPE PER PLAN. STA: 16+76.6 RIM: 2540.17 21 PROPOSED OUTSIDE R/W W / STA: 16+76.60 - - INV IN: 2534.37 - - 2543- - - - o - 24 ADJUST MANHOLE RIM TO GRADE. OFF: 16.50'LT 24 OFF: 16.50 RT INV OUT: 2534.37 I 8 3 1 Q I I I PROP. STREETLIGHT SEE SHEETS 20-21 CB-1 13 BLOCK 3 l 25 INSTALL SURVEY MARKER. 18 STA: 10+88.50 I l O MATCHLINE SEE SHEET 13 OFF: 15.25RT I 9 N ,n RIM: 2539.40 W N I INV IN: 2536.60 l - - - - - - _- - N ¢ 1 INV OUT: 2536.60 I l N 20 l I I I I I III I O m 09 10 17 13 W Z) W(j d Z OLd WW Qa dU 08 12 08 UO W d'N d(n �a ao 3z a 16 11 Z 14 2= �r OfW OJ d� Y H WF- > Z o J 2544 Q 00 2544 KEY MAP wm TL=68.33' _j r- L0 o oN o NOTE: N.T.S. o = N : N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a� _z � m BACK OF CURB, BACK OF HEADWALL, OR CENTER OF J EX. GRADE Q Q N ~ `y PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. Z wm 0 r- o AT z U' 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA ~ � _ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W Q � �= o - - - -- - - Li U) 00 oo - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A - - - - - - - - - - - - - - - - - - - - - L O Z U + o + + /- / Y cy) 00 - - RAMP. _ _ _ _ - 3. REFER TO SHEET 03 OF THESE PLANS FOR �w - - - - -~ pro- - - - - - - - - - orn- - - - - - - - - - oo - - - - -� �- - - - - m N Q N +1.01% HORIZONTAL CONTROL LINE AND CURVE DATA. W Loa 2540 V' 2540 L ZO - 0'.0 -0.40% I ZQ N.0 oz -0.40% AT PROP. GRADE a �T= GRAPHIC SCALE IN FEET 0 N 0 10 20 40 r2 0 W>w ;,, NORTH to Cn o C'I, 04 a O5-m z X�O ff Z Q 12 SD o >a- � INV: 2536.42 BRODY SQUARE a- I za -p �za z 2536 2536 PAVING PLAN & PROFILE C: :3 I wa 0)=rlj � _� a �LnLQ MERIDIAN, ID �Wz o i�� 2534 2534 �o" Kiom ey >>> Horn X w D 10+00 11+00 12+00 13+00 z o a Q z © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m U I a nZ 950 Bannock Street, Suite 1100 O Ca 0 LJM Boise, Idaho 83702 208 297-2885 N o X DESIGNED DRAWN CHECKED W m== M Plans Are Accepted For Public oF�SS\o�L EN�� SCAITC LE H : 1"-2oc TRB o z �ENSF tiF o=Z Street Construction Q� o F ( ) _ z o 3 W V 1" w `2 X U z By stamping and signing the improvement plans, the Registered SCALE ( ) =2' o m=J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. rn Lj �, policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2 _ jo,�� ly and previously approved by the District in writing. Acceptance �O J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j O zdo of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)X E,ii Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 09 g EXCAVATE FOR THE 291015009 =vi 00 BY DATE: a a-L'o z UNDERGROUND DWG. NAME W /w N a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X F-0 5009-PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. I I BLOCK 1 I 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE � O I I WARNING FOR PEDESTRAIN ACCESS PER ACHD 4 Co w (M 3 2 1 SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & � O > 7 17 J cv Q Ln o) o SD-712H, TYPE H4 , MODIFIED FOR 3 ROLL CURB. O + U-) q- 0 Q- - o o+o I+ 7O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER Q END OF CONSTRUCTION 12 I ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS m Q I STA: 14+54.30 I ACHD & SD-712G. PROP. STREETLIGHT Cn O SEE SHEETS 20-21 I 25 7 1 I 8 3 O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 00 — COD _ - 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK H TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS W `n N STD DWG SD-1132A. W _ 13 13 INSTALL TYPE III TERMINUS BARRICADES & "THIS �25�`1 W1z 54 �i ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER W 13+00 14+00 APN: ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG W 23 + +—� m R0982010025 SD-1132B WITH THICKENED EDGE ALUMINUM WITH STRIPED DECALS. 8 S J 2542 _W WAPOOT ST �' (NOT A PART) 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. = 24 24 U 6 3 E ADJUST MANHOLE RIM TO GRADE. 0 \ - - - — 6 - - - -ECR - 25 INSTALL SURVEY MARKER. STA: 13+64.30 23 BCR OFF: 16.50'RT 11 / STA: 13+37.30 TC: 2542.21 8 3 1 �3- - OFF: 43.50'RT - - - - - - o M TC: 2541.83 c� M � END OF CONSTRUCTION 12 o �i``' o 0 � MATCHLINE SEE SHEET 15 STA: 14+54.30 + U? 1-: CN N - .. d W - + I BLOCK 5 CO 20 MCn 10 1-- o Q I 10 BLOCK 3 C' >. co I I O M 09 � 10 17 13 W Z) w W (j �Z �Ld W Qa d0 M12' 08 W d'N d� �a a1 175 3z a 16 Z 14 00 2= I Ofw L�� X O Y W r� wF- � ~ z 2 V) r- zm 2544 z r o Q o N EX. GRADE 2544 KEY MAP aQ cV U N.T.S. 0 W� � � � o `moo f ,n AT NOTE: = N � N PROP. GRADE m zz 1 `" 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO m AT �`' BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 0w ~a I-- N ~ N _ _ _ _ 1 - - - - - - - PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z N a - z N - - - - - - - - - - - - --+0.49�- - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA _ - - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W _ - U� - - - - - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A le 0 RAMP. o }� 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 00 HORIZONTAL CONTROL LINE AND CURVE DATA. L 2540 2540 Z 00 L Z Q 0 IZZQ z Z 0 o GRAPHIC SCALE IN FEET o Lj >r 0 10 20 40 NORTH �ow� N� i OU� Y a co') 0 z X 1O z Na BRODY SQUARE moz< 2536 2536 PAVING PLAN & PROFILE C: :iwa - W �nLQ MERIDIAN, ID wWz o i�F- 2534 2534 you' Kiom ey >>> Horn o X o0 13+00 14+00 15+00 Z ,,N a Q z� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U I a nZ 950 Bannock Street, Suite 1100 O Ca 0 LJM Boise, Idaho 83702 208 297-2885 0 o Ln X ZO 00 DESIGNED DRAWN CHECKED W m== M�� Plans Are Accepted For Public oF�CS5 ONALEN�� SCAITC LE H : 1„-2oc TRB o z rENSF tiF 0�o Street Construction Q� o F ( ) = F 003, SCALE V 1"=2' W `2 X w z By stamping and signing the improvement plans, the Registered ( ) 2� 0 m=J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. a rn Lj �, policies and standards. Variances or waivers must be specifical— Call before you dig. 1 2 _ j0)o- ly and previously approved by the District in writing. Acceptance J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j CDza of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)x L5 ao Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 10 g EXCAVATE FOR THE 291015009 =V)00 BY DATE: DWG. NAME a w w o z UNDERGROUND w /w a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X F-o 11 5009-PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT W SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O V I I BLOCK 3 I O I 8O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 10 11 12 13 I N I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. m I 11 CONSTRCUT 6" THICK CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL SPECIFICATION MATCHLINE SEE SHEET 12 BCR W STD DWG SD-710B PC I I STA: 12+77.30 15: 10+43.50 CONSTRUCT ALLEY SECTION PER ACHD PCI OFF : 8 3 J I I 2543 OFF: 16.1 8 3 TC: 251.42 41.42 I �Q I O SUPPLEMENTAL SPECIFICATION STD DWG 803, TYPE I. I STA: 10+43.50 I FF � I PT O I 23 OFF: 16.50'LT STA: 10+43.50 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 � 4 STA: 10+43.50 25 OFF: 16.50'LT - - - 2542 - - - m 24 ADJUST MANHOLE RIM TO GRADE. 77� N: 4601.9074 N: 4601.4363 `n V) W 1 25 INSTALL SURVEY MARKER. W E: 8922.1827 E: 8974.1806 P: 2542.85 P: 2542.53 I I _ 11 24 11+00 I 2s�2 12+00 I _ _ - - 23 W - - - - - - - - 13+ 0 � U N: 4602.3150 -�� I r7 I _ _ _ _ (n �J E: 8877.1846 � m � I =� _ _ _ _ Z O P: 2542.85 5 15 I W APGAR ST I - - - - - - - -2543 - - - - - - - - N - - - - - - - - - - - - - � I 2542 O N: 4577.3160 N: 4576.4371 BCR + 1 E: 8876.9581 I E: 8973.9541 I I 25 8 3 1 I 8 3 I P: 2543.10 I P: 2543.00 2543 STA: 12+77.30 PT c00o I I I OFF: 16.50'RT N: 4576.9083 STA: 10+43.50 o TC: 2541.45 LO E: 8921.9562 OFF: 14.50 RT + P: 2543.05 N PROP. STREETLIGHT U, Q SEE SHEETS 20-21 I cc 6 I 7 I 8 I 9V) BLOCK 2 10 I 11 I 12 13 00 i i I I I I I 09 10 17 13 W WU dZ 0(n WLd E QQ dU W 08 12 08 d(n �a ao 3z a 00 16 11 Z 14 = I le J 0� L�- Y z U w0 z 0�Z 2548 2548 KEY MAP J a wm NOTE: N.T.S. N J 00 < 0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 0w PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U)¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W �W LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y �? TL=68.33' RAMP. F }� /11 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 00 / O O HORIZONTAL CONTROL LINE AND CURVE DATA. W L Z W 2544 J O i I o �,� o w 2544 0 0 L Z Q z = If) / 0 N 00 W � O o 0 1 z< U f� ' I + � + � ZOO Q 00 a p z m N N J N Ld 0 0 o Q L6 O + C° I = N 'o o O GRAPHIC SCALE IN FEET In O 0 10 20 40 NORTH X 0_ - I PROP. GRADE a N a N = � + � � � m � m � U O + LW rn � QN I AT o cn � c� cn � QQCN + O m - � prn0 QN U (n � I � (n � �j � � QN al r m �zm - - - - - -U (n �- - � Q � N z � � z W z +0.40% - �� -+0.40% I -0.72% Z W� I EX. GRADE 00% BRODY SQUARE >a-zQ - - - - - - +2 - - - - - - - - - o0aoI AT � \- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W u7 x Q Q zo 2540 I- - - - 2540 PAVING PLAN & PROFILE C: :3 W F 6 I w a 41 �0) a �L0LQ MERIDIAN, ID j �Wz o i a 2538 2538 �0�3Kiom ey >)) Horn /x w� 10+00 11+00 12+00 13+00 Z 0 00 a v�z 0)0, K I V I I Y ORN AN1) ASSOC A I: Y, 1\C. m /Orn<z 9'O :oonock S�rcc�, S J,, 1'OC O N p a W z o�� Boise, Iaaho 83702 208 297-i'H8H5 0 o X DESIGNED DRAWN CHECKED W m== �M Plans Are Accepted For Public � o��SS\OVAL EN�� SCAITC LE H : 1"_20c TRB o z \GENSF �'� 0 0�o Street Construction Q� O F _ 0 o Ln W W ��% NOT SCALE V 1"=2' W `n x w z By stamping and signing the improvement plans, the Registered Ir o m=J Engineer ensures the District that the plans conform to all District Knowwhaesbelow. PPROVE DATE: SHEET NO. c' rn ; policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2� j0 o ly and previously approved by the District1 0 13 2020 writing.in wng. Acceptance CALL 2 BUSINESS DAYS ��' ��q Q� >o zow W of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o iJ rn W[ Registered Engineer of these responsibilities. YOU DIG,GRADE,OR IC x g EXCAVATE FOR THE 291015009 =cn oo BY DATE: DWG. NAME a d L,o z UNDERGROUND W /w(n a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES W X E0 5009-PV.dw of 34 shts PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT y SECTION DETAIL ON SHEET 03. ZO CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD = SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. BLOCK 2 I I I I I I I I BLOCK 1 I 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE I I I A I I I I I WARNING FOR PEDESTRAIN ACCESS PER ACHD l 3 2 I I I 21 SD MH 3 20 19 18 SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & I� I STA: 12+77.91 CB-2A3+44.60 SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. STA: 1OFF: 0.00 MATCHLINE SEE SHEET 08 21 RIM: 2540.33 17 OFF: 15.25LT 7O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH INV IN: 2535.56 RIM: 2539.67 DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER INV OUT: 2535.56 I INV OUT: 2536.93 I I ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS 8 3 I % STA: 11+6B15 I I STA: ECR I S&G TRAP 2A I 8 3 I I SD-712 & SD-712G. PC ECR 23 1 STA: 13+44.60 STA: 10+43.50 STA: 11+52 44 OFF: 16.50'RT / / ,;1 OFF: 16.50'LT STA: 12+39.44 OFF: 0.00 30 O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD TC: 2540.93 TC: 2540.83 OFF. 16.50 LT SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. OFF: 16.50'LT OFF: 16.50'LT I 1 RIM: 2536.95 25 STA: 10+43.50 _ TC: 2540.52 INV IN: 2536.90 TC: 2540.94 _ I I- - - - - -INV OUT: 2536.57- - - - - - - - - - �- - - - 9 CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD - o W I � � W SUPLEMENTAL SPECIFICATIONS STD DWG SD-702. 6 24 6 � w- 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST (n 25411 2540.47 2540.30 I 25 = VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION loe FL FL I 40 2540 U) STD DWG SD-604A. INSTALL TYPE III GRATE PER l / O LwL] 11+�0 - 2+00 9 o _ I 13+00 20 15 LF ® 14+00 LU 8 ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG Cn I - F- I - - I M - - ®a 1 0.20% T 24 U) SD-610A. z 2541 BROCKAVE m m 2019 LF © 2540 254p LU 18 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST Y� Y� I 1.52% I„ VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION = II I V 20 6 52F ® I W =_ 8 W STD DWG SD-604A WITH TYPE III GRATE PER ACHD / U U SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A - AND SAND AND GREASE TRAP PER ISPWC STD DWG 0� Q 23 U)22 PC SD MH 4 20 2 47%' 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE STA: 10+43.50 PER PLAN. STA: 12+77.91 / OFF: 16.50'RT 8 3 1 7 25 SEE SHEETS 32-33 OFF: 19.00RT a, o FOR GRAVITY RIM: 2540.34 21 PROP. STREETLIGHT 21 INSTALL STORM DRAIN MANHOLE PER ACHD y > � N In_ IRRIGATION INV IN: 2535.27 I SEE SHEETS 20-21 I 8 3 1 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. • o -- - - - - - - - o Q rn w `oo LINE CONSTRUCTION INV IN: 2535.27 I CB-2B SEE SHEETS 32-33 + Q0 0 + _ + \ INV OUT: 2535.27 STA: 13+44.60 22 INSTALL 18" T-1 PVC PIPE OR APPROVED EQUAL. � FOR GRAVITY � � 07 a � 2 OFF: 15.25RT 18 LENGTH AND SLOPE PER PLAN. S a IRRIGATION Q � m o �2� REFER TO SHEET 18 RIM: 2540.16 Q I LINE CONSTRUCTION N o C h U) FOR FOR ALL STORM DRAIN INV OUT: 2536.93 24 ADJUST MANHOLE RIM TO GRADE.I 10 I PROPOSED OUTSIDE R/W 8 7 6 BLOCK 3 I I� I I BLOCK 3 25 INSTALL SURVEY MARKER. 30 INSTALL SAND AND GREASE TRAP PER ISPWC STD DWG SD-624. 09 10 17 13 W W(j �Z 0Ld WW Qa d0 �a 08 12 08 a0 3z a UO 16 � 11 Z 14 2= �r OfW OJ Y z U w0 Z �>- 2544 2544 w w KEY MAP wm NOTE: N.T.S. 0 _Z N o0 J b`' 0-0 = 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO moo Za, a�_ + o _ rn BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 0w a + Q rn rn z cv PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z a N , PROP. GRADE + o N o J + 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = �¢ _ °0 a c� � , 00 ro = 0 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W c� cn m A T + ,n ~� �-- - 0 U) m m a cv cy + °' Q N LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y o \�� -0.40% c� z cnm aN `� � � N � RAMP. 0 0 00 - EX. GRADE -0.40% _ -0.56% J Q N 3. REFER TO SHEET 03 OF THESE PLANS FOR a - - - - - m .. HORIZONTAL CONTROL LINE AND CURVE DATA. AT +0.40% 2540 0 L Z< _ / I I I\� -0.56% Z Q L 0 Q ` - O,ZZ - - - - - -/ I I 0 Q I I Z Q 0 Lonwo I I I o GRAPHIC SCALE 0 ALE IN FEET X U ro 1 1 O p ��N I� N = to C' I , OSO 12" SD Z WZ 3 x�2 12" GIRR INV: 2536.90 0 >a_F-F- BRODY SQUARE i ZQ INV: 2536.22 18 GIRROf INV: 2537.19 rnpaa w Lo�zo 2536 INV: 2536 PAVING PLAN & PROFILE C: :3 - 0 i wa W CnLQ MERIDIAN, ID �o Kiom 2534 2534 0,X20,� 10+00 11+00 12+00 13+00 14+00 ey >>> Horn Z Q�z§i (C) 2020 KIMLEY-HORN AND ASSOCIATES, INC. a:U I a nZ 950 Bannock Street, Suite 1100 O Ca 0 LJM Boise, Idaho 83702 208 297-2885 0 o XLn DESIGNED DRAWN CHECKED W m== M�� Plans Are Accepted For Public o��CS5 OVAL EN�� SCAITC LE H : 1„_20c TRB o Z rENSF tiF 0�o Street Construction • Q� o F ( ) = F 0 3 W V 1"= w `2 x U z By stamping and signing the improvement plans, the Registered SCALE ( ) 2' 0 m=J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. rn Lj �, policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2 _ j0)o- ly and previously approved by the District in writing. Acceptance J� Z ~ W 1 0 13 2020 CALL 2 BUSINESS DAYS q P j CDza- of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. 0 CAI X E,a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 2 � g EXCAVATE FOR THE 291015009 =vi 00 BY DATE: DWG. NAME a a-L'o z UNDERGROUND w /w V,a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w XF-o 11 5009-PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. I BLOCK 1 O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 1 I I 17 1 16 15 14 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 ADJUST MANHOLE RIM TO GRADE. I I I PC 8 3 PR O—P. STREETLIGHT — I STA: 16+76—.6 0— CWA II INSTALL SURVEY MARKER. SEE SHEETS 20-21 OFF: 16.50'LT CN 0 LLI W 2 254p 2 W �254p W 15+00 16+00S W W 24 U) '2540 LLIZ �r BROCK A�VE 23 254 z 2540 J \ \ U _ � U \ I Ln I STA: 16+76.60 25 PC 8 3 1 I I I I STA: 16+76.60 I cr) OFF: 16.50'RT 0 a 5 I 2 1 BLOCK 3 1 I 3 I I I I I I I I 09 10 17 13 W W(j �Z OLd WW Qa dU R112 08WOf fN(n aa 1611 Z N141 UO 2= �r 0W OJ Y z U w0L] Z o J 2544 2544 KEY MAP ZM a w< NOTE: N.T.S. N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO Li rn BACK OF CURB, BACK OF HEADWALL, OR CENTER OF UW z N N w o PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm J + + EX. GRADE c° 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = U_ _ AT r� STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A acv (0o Y - - - - - - - - - - - - - - - ~ 0Z a .. m Q RAMP. o� :2 n � (D cna _ _ _ - - - - - - - - - - - - - - o W _ _ — a ci— — — — 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 0� — — — — — — — — �� ^ — 0 N HORIZONTAL CONTROL LINE AND CURVE DATA. o� 2540 - - - - - - - +0.40% —0.40% 2540 0 o -ZQ Wo o ZQ PROP. GRADE z a 0 o�o AT GRAPHIC SCALE IN FEET 0 X r 0 10 20 40to r W J 1 fo N O 0)O Y d 0~m z X�O Z Na BRODY SQUARE I �ZQ z 2536 2536 1-1 PAVING PLAN & PROFILE C: :3 i wa Li�o _� a �LnLQ MERIDIAN, ID o i o �� 2534 2534 �oKiom/X ey >>> Horn z Q z © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U I a Z 950 Bannock Street, Suite 1100 O Ca o LJM Boise, Idaho 83702 208 297-2885 N o X DESIGNED DRAWN CHECKED W m== Plans Are Accepted For Public � o��SS\OVAL EN�� SCAITC LE H : 1„-2oc TRB o Z �ENSF tiF o=Z Street Construction Q� o ( ) = o 3 W SCALE V 1"=2' W `2 X U z By stamping and signing the improvement plans, the Registered ( ) o! o m=J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. a rn Lj �, policies and standards. Variances or waivers must be specifical— Call before you dig. 1 2 _ jo,o� ly and previously approved by the District in writing. Acceptance J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j CDz0 of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)X E,a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N w g EXCAVATE FOR THE 291015009 =V)Oo BY DATE: DWG. NAME a a-L'o z UNDERGROUND w /w N a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X F-0 5009—PV.dw of 34 shts PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT y SECTION DETAIL ON SHEET 03. Q O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD Q SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. I / ,� I I REFER TO SHEET 18 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE I I BLOCK 2 a I I BLOCK 3 I SEE SHEETS 32-33 I ` ��/ CB-3A- Q I \ - N� ^o co STA: 14+18 s I FOR ALL STORM DRAIN WARNING FOR PEDESTRAIN ACCESS PER ACHD 13 13 I FOR GRAVITY CV 40 AD �, l I IRRIGATION �� `�� OFF: 15.25LT7r - X I PROPOSED OUTSIDE R/W SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & LINE CONSTRUCTION co ' I S / SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. RIM: 2540.48 �PROP. STREETLIGHT \ + Ln , I I �Ln o - - INV OUT: 2537.25SD MH 8 MATCHLINE SEE SHEET 11 SEE SHEETS 20-21 \ n � 2537 STA: 13+66.382S10 2023 LF @ STA: 14+41 7 CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH STA: 12+86.62 � Q OFF: 13.50'LT 0.43% OFF: 19.00LT DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS BCR I BCR � o U) w TC: 2540.46 RIM: 2540.38 SD-712 & SD-712G. ECR 8 3 24 OFF: 15.00 LT � cno cno 21 INV IN: 2536.81 ECR STA: 12+77.30 I I STA: 12+77.30 STA: 13+72.923 STA: 11+78.59 TC: 2540.78 �i a; w o - 7 - - - - INV IN: 2536.81END OF CONSTRUCTION STA: 10+91.59 OFF: 16.50'RT I I OFF: 16.50 LT > N z o OFF: 15.00 LT CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD / OFF: 16.50 LT STA: 12+80.08 STA: 12+93.16 Q = + INV OUT: 2536.812STA: 10+00.06 OFF: 16.50'LT TC: 2541.45 I I TC: 2541.42 + w o TC: 2540.43 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. TC: 2541.21 OFF: 16.50LT o OFF: 13.50LT >- n Q- TC: 2541.57- - - - - - - - - - - - STA: 13+79.46 2541- -------------- Io I � TC: 2540.80 � TC: 2540.75 0 � o Q � ,- QOFF: 16.50LT9O CONSTRUCT 4 WIDE VALLEY GUTTER PER ACHD I + I -m U)i w TC: 2540.40 Ln W SUPLEMENTAL SPECIFICATIONS STD DWG SD-702. � 6 24 6 2540.94 25 U) LIU 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK 24 2541.09 FL�2541 �� 24 I 20 22 LF © TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS APN: FL ^f' BRODYAVE o �0.25% w g STD DWG SD-1132A. 11+00 12+00 13+00 14+00 LIU SO427333500 13 - - - - I I I INSTALL TYPE III TERMINUS BARRICADES & "THIS Of m ECR a:,_, 0 9 ECR Of `o m ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER (NOT A PART) STA: 12+80.08 n o FL 40.37 �� STA. 13+79.45 �I z ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG 0 2540.27 cn 2541 OFF: 16.50 RT 6 6 FL orTC: OFF. 16.50'RT J „W SD-1132B WITH THICKENED EDGE ALUMINUM WITH TC: 2540.80 2540.40 I = STRIPED DECALS. ;n 23 STA: 12+86.62 \ 23 STA: 13+72.92 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST _ _ VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION TC: 2540.77 BCR \ 0 pp,BCR �0.43 STD DWG SD-604A. INSTALL TYPE III GRATE PER STA: 13+54.37 \ / �' STA: 13+54.23 SD MH 7 2541 ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG 25 OFF: 178.061 OFF: 211.06'LT -2541 STA: 14+29.50 SD-61 OA. TC: 2540.79 TC: 2540.66 G TRAP 3A OFF: 0.00 7 I °' w o STA: 14+18 I 21 RIM: 2540.32 20 PER PLAN? SDR35 PVC PIPE. LENGTH AND SLOPE END OF CONSTRUCTION I 8 3 Cn o > Co I 8 3 1 MATCHLINE SEE SHEET 08 I OFF: O.00LT INV IN: 2536.86 12 STA: 9+99.94 Lq � I rCO `�i Q NN I I I Ln 30 RIM: 2540.27 INV OUT: 2536.86 Q + + N � � / 21 INSTALL STORM DRAIN MANHOLE PER ACHD 4.5' 10' + o r� I y _ - -� I INV IN: 2537.22 20 15 LF Cam? O SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. Q .. INV OUT: 2536.89 0.20% SLOPE PUE I 1 2 a m ~ I W I CB-3B ESMT. Q L`LL- `� BLOCK 4 4 5 6 z STA: 14+18 22 INSTALL 18" T-1 PVC PIPE OR APPROVED EQUAL. PROPERTY LINE Cn 0 1 2 OFF: 15.25RT 17 3 LENGTH AND SLOPE PER PLAN. RIM: 2539.99 I I I I I I INV OUT: 2537.25 I BLOCK 5 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. LL! 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 26 CONSTRUCT DUAL TYPE IV CATCH BASINS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. DROP INLETS SHALL BE TWO COMPLETE STRUCTURES ABUTTING EACH OTHER CONNECTED WITH 12" PIPE. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A AND SAND AND GREASE TRAP PER ISPWC STD DWG SD-624. 30 INSTALL SAND AND GREASE TRAP PER ISPWC STD DWG SD-624. 09f 0 17 13 w w(j �Z Ov) ww Qa dU 08 12 08 w d' a N d� � ao 3z a UO 16 11 Z 14 2= �r 0w OJ L- zo z U 2544 0 o 2544 KEY MAP w J Zm VI O OY CY) a w o ° Qo N+ N.T.S. v L0 Q � o� Z w o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO + _ - - o z ( BACK OF CURB, BACK OF HEADWALL, OR CENTER OF Z �� Li Cn o Cn N N o ' - - - - _ J + PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. MPEu * z N PROP. GRADE , o� 00 - - - - - - - _ 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA V)_ N w AT /r �'' o Q � N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W _� - - - - - - - - - - - - - - - -0.44% a c i \ -- a_ - � co LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A �� - - - - - - - - I ~ � - J Y o� - - - - - - - - - - - - - - - - - - - - - - - - -0.40% ^ I z cn0- \ / aN RAMP. r� - - - - - - - - - - - - - - _ _ - _ - - - - \ / 0 ccnn � 3. REFER TO SHEET 03 OF THESE PLANS FOR ° - - - - - - - - I I / -0.40% HORIZONTAL CONTROL LINE AND CURVE DATA. W 00 2540 I I 2540 w< =Za I1 Z Z EX. GRADE � � � 0 z z< AT I I In o z a NOoz Y 0 o Uo N N GRAPHIC SCALE IN FEET o 0 10 20 40 �oNL _ to OOOY I a O m z 3 X-1Z 18" GIRR Z >a-N� INV: 2536.44 12" SD BRODY SQUARE m I ZQ INV: 2537.22 o 0 0 Q o 2536 2536 Lo-zo PAVING PLAN & PROFILE C: :3 - i wa W tZ�=� a �LnLQ MERIDIAN, ID >> 2534 2534 o aF0,Xw2Kiom ey >>> Horn 10+00 11+00 12+00 13+00 14+00 15+00 Z Q za§i © 2020 KIMLEY-HORN AND ASSOCIATES, INC. a:U I w Z 950 Bannock Street, Suite 1100 O Ca o LJM Boise, Idaho 83702 208 297-2885 N o X DESIGNED DRAWN CHECKED W m== �� Plans Are Accepted For Public o��SS\OVAL EN�� SCAITC LE H : 1„-2oc TRB o Z 1rENSF tiF 0�o Street Construction Q� o F ( ) = F 003, � SCALE V 1"= `2 x w z o! By stamping and signing the improvement plans, the Registered `kf ( ) 2' w o m=J Engineer ensures the District that the plans conform to all District Knowwhars below. PPROVE DATE: SHEET NO. a rn Lj �, policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2 _ j0)o- ly and previously approved by the District in writing. Acceptance 1 0 13 2020 ~ w CALL 2 BUSINESS DAYS q P j CDzao of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o CAI X L5 a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 4 g EXCAVATE FOR THE 291015009 =V)Oo BY DATE: MARKING OFDWG. NAME a a-L,o z UNDERGROUND w /w V,a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X F-o 11 5009-PV.dw of 34 shtsa. PAVING CONSTRUCTION NOTES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. BLOCK 3 I I I I 8O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 15 16 17 I 18 19 i 20 1 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. �n 1 O 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. O ECR Q 24 ADJUST MANHOLE RIM TO GRADE. 2542 I I I I STA: 18+11.69 2543— OFF: 16.50'LT I I 25 INSTALL SURVEY MARKER. 8 3 I I 11 I 8 3 I TC: 2541.83 v� 2541 1 2542 / 1 O W W 2 2 8 W 15+00 16+00 1 17+00 18+00 W 0 - U) — — I 24 I M m — _ 0.41% I C/ — W 23 �r N BRODY AVE 2541 �r z z00 J J g„W 2 2 2541 ECR 2542 8 3 1 I I PROP. STREETLIGHT_____f-2542 1 I I g 3 1 I STA: 18+1 i 69 SEE SHEETS 20-21 I 1 OFF: 16.50 RT I I 17/ TC: 2541.83 1 crn I I 1 I 4 5 I 6 I 7 1 I 8 I 9 10 I BLOCK 5 1 I I 09 10 17 13 w WU �Z �U WW Qa dU Wdd�32�'aN�oazZ=rI 08 12 08 aUD 1 11 14 wO� 0 w— z Y Ld ( U Z O 0 Z 2544 z � U o 2544 J + 00 N KEY MAP w Zm = 00 Q La w< o c� + C� NOTE: N.T.S. N tnr Q �' 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a J + EX. GRADE — — — — — — — — — — — a m �" BACK OF CURB, BACK OF HEADWALL, OR CENTER OF _ o AT — — — — — — / _ I — — — — — — — — — — — PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. Z U - - - � — - - 0 -� � � - - - - - - - - - - - - - - - - - - cna _ _ _ _ - - - - - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 \_, w� Q N — — — STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W _ . cn n LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A ~U Y L o +0.40% RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR Z~ PROP. GRADE o0 2540 AT 2540 HORIZONTAL CONTROL LINE AND CURVE DATA. QN W C W fn _ZQ Z O — 0)rz Q O 1 zQ z z 0 o�o GRAPHIC SCALE IN FEET X r 0 10 20 40 r 0 W J 1 to Cn fo N I O0)O Y d O~m z X�O Z Na BRODY SQUARE 0 0 Q o 2536 2536 Ln-zo PAVING PLAN & PROFILE C: :3 - i wa W � a �LnLQ MERIDIAN, ID > 2534 2534 o SKiom�o' X w D ey >>> Horn z Q z © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U I a w nZ 950 Bannock Street, Suite 1100 O Ca o LJM Boise, Idaho 83702 208 297-2885 N o X DESIGNED DRAWN CHECKED W m== � Plans Are Accepted For Public o��SS\OVAL EN�� SCAITC LE H : 1„-2oc TRB o Z �ENSF tiF 0=Z Street Construction Q� o F ( ) = F 0 3 W V 1"= w `2 X w z By stamping and signing the improvement plans, the Registered SCALE ( ) 2' o m=J Engineer ensures the District that the plans conform to all District Know whars below. PPROVE DATE: SHEET NO. rn Lj �, policies and standards. Variances or waivers must be specifical— Call before you dig. 1 2 _ jo,o� ly and previously approved by the District in writing. Acceptance J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j O z0 of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o CAI X E,a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 5 w g EXCAVATE FOR THE 291015009 =V)oo BY DATE: DWG. NAME a a-L'o z UNDERGROUND W /w rn a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X F-0 5009—PV.dw of 34 shts PAVING CONSTRUCTION NOTES 2O CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. ~ l 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING co PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION LLl STD DWG SD-303. _ 29 PAINT 4" WIDE EDGE OF LANE STRIPE (WHITE). CL � c6 Q � N O H Q + C0 < Un0 Ur w00 UQj w0 z N Z O YQ = + Y = + -G U O U + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m oQ M 0ar � z � � zCn � � � x C° can o \ 0 -H UZ EX. 21" SEWER BCR 25 25 BCR -H � II BEGIN SAWCUT O Ur 0 STA: 13+64.31 10 Q STA: 12+95.31 STA: 10+00.00 w 6 w � � �`' SECTION LINE OFF: 6.24 RT rn � N BLACK CAT RD N x rrj x OFF: 6.32 RT N OFF: 0.00 w o N w ELEV: 2540.68 ELEV: 2540.45 w LU �� LU P: 2542.50 a' w � � � �; +I _ 2 1 2541.82 2541.43 o EX. 12" WATER f' cU'n �. �. 0 w - _, , w LU - ---- --------- '` °------- --------� ----------- ------------ -------------- BEGIN EOP 00 0- �CA N I LL] STA: 9+99.97 2542 0 2541 Z OFF: 5.89'RT 2540.99 ECR ECR N -N-2540 _J STA: 13+15.28 x- - o - - - P: 2542.38 2541 P STA: 13+44.28 / - - - - - -� w O = - - - - - - - - - - - - - - - - - - - - 0- - - - - -� 0 - - - - - - - - - - - - - _ 29 OFF: 26.33RT / 2540 - -� 0 - - - - - - - - 16 - 4 2 - - - - - - - - - - - - - - -_ -_ -_ - � OFF: 26.23RT 29 2 16 - 4 - - - - - - - - - - - - - - - - - - - - ELEV: 2540.82 -N - -� BEGIN SIDEWALK l - - - - - - - - - - - - - - - - - - -"� N- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r ELEV: 2540.11 ` - - -2538 - - Q- - - - - STA: 9+99.96 - - - - - - - - - - - - - .2540- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2540.45 - - - - - - - - - - - - OFF: 30.89'RT - - - - - - - - - - - - - - - - - - - - V)=2541- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FL- - - - - - - - ELEV: 2542.53 2S MATCHLINE SEE SHEET 08 \ - APN: PROPERTY LINE :BEGIN - - - - - - - - - - - - - - - - - - LO V) - - - - - 4� G / =7BEGIN - - U' - - - - - � DITCH 2542 END DITCH - 427333500 4.5 I 10 SEE SHEETS 32-33 STA: 12+54.33 / DITCH �I TA: 10+15.78 REFER TO SHEETS FOR GRAVITY / 2541 TA: 14+07.09-REFER TO SHEETS _ )TA PART SLOPE DRNG OFF: 21.91'RT 06-07 FOR BASIN IRRIGATION OFF: 22.14 RT 06-07 FOR BASIN ELEV: 2539.32 \ � 22 OFF: 20.37'RT GRADES AND SIZE ESMT. ESMT.I ELEV: 2539.32 GRADES AND SIZE LINE CONSTRUCTION ELEV: 2537.95 � 2542 � � r-n i 09 10 17 4 13 W WU �Z OLd WW Qa dU 12 08 W 08 a d'N d� � ao 3z a 16 11 Z 14 UO 2= �r 0W OJ Y U w0 Z J zm KEY MAP w� NOTE: N.T.S. N o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO D� BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �m O PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wJ U 0 �..� 0 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = a¢ 3 0 0 O O STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W Li= aO -H �'3 2544 N o Lq N "� 0 0 +H 0o O 2544 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y 0Z z � � � p+ N o `er° o � 0 O RAMP. o ow Q N U ~ + `o � o +H 0 O 3. REFER TO SHEET 03 OF THESE PLANS FOR Za m � Q N U � ± O N 0 0 +I N a) o o °' HORIZONTAL CONTROL LINE AND CURVE DATA. o OU Qi- � � c..0 o � QN U + r H + � O � Z � � Nr7 6 -H � +I w aj -H m . Loa (n (n (1 (n (n (1 QHN Uri ZN - H + � = Np�p 00 O � r7 � z cp0 0 -Z - -- - - EX. GRADE U ) U ) E � aN 0 � ,L � r0 + `n + `n JI- + `� 0 - � � U Z a N'oz - - - - - - - AT U ) U ) ai- � aN 0 U U UU - - - - - - - - - - U ) U ) a � � aN Q � `V � QN � QN � � QN GRAPHIC SCALE IN FEET o �X-T - - - - - - - - - - - - - cncn � zU~n � cncn � canc~n � � � � � canc~i� � 0 10 20 40 r 0 W J - - - - - - - fo N to C' OY -... d X 1 0 2540 2540 0 z zQ BRODY SQUARE 0 0 a o Lo-zo OFFSITE PAVING PLAN & PROFILE . 6 i w a 2538 2538 W Of a _n�= 10+00 11+00 12+00 13+00 14+0o MERIDIAN, ID o J E xZD L"a a >WzO ��ar 0� Kiom ey >>> Horn NH W Z 0 x0p Q Q F-z§i © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m U I a nZ 950 Bannock Street, Suite 1100 O Ca 0 LJM Boise, Idaho 83702 208 297-2885 N o X 0o DESIGNED DRAWN CHECKED W m== � Plans Are Accepted For Public oF�SS\o�L EN�� SCAITC LE H : 1„-2oc TRB o Z �ENSF tiF 0 0�o Street Construction 811 . Q� o f ( ) = F 0 3 W `kq� SCALE V 1"=2' w x w z By stamping and signing the improvement plans, the Registered ( ) 0 m=J Engineer ensures the District that the plans conform to all District K„o,,,,, sgelow PPROVE DATE: SHEET N0. rn Lj 0 policies and standards. Variances or waivers must be specifical- Call before you dig. 1 2 _ jo,o- ly and previously approved by the District in writing. Acceptance J� Z 1 0 13 2020 ~ W CALL 2 BUSINESS DAYS q P j CDzo . 16 o C)X Ln L5 ao of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N g EXCAVATE FOR THE 291015009 =vi 00 BY DATE: a a-L'o z UNDERGROUND DWG. NAME W /w N a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w XF-0 5009-PV.dwq lof 34 shts PAVING CONSTRUCTION NOTES 2O CONSTRUCT PAVEMENT PER COLLECTOR ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-303. 29 PAINT 4" WIDE EDGE OF LANE STRIPE (WHITE). o \ O ry q- x Q -H � END SAWCUT EX. 21" SEWER W +I W o N STA: 20+39.12 0 SECTION LINE `� �' � �`' + � X - oo P6 w � � W P: 2541..46 LLJ cn N " - w BEGIN TAPER -' � -2540.15, � —2540.21 2540.46 STA: 19+89.13— WEX. 12" WATER 2540.32 TP NBLACKCATRD P P 15+ o OFF: 7.06'RT 00 P o Wis+on 1-7+00 18+00 19+00 P: 2540.9 20+,00 - _2 9 W -- ----------- -------------- ---- ------------------------ --- J -o- - - - - - - - - - - - - - - - - - - - - - - - - - -�-r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � M --------- ------------ --- -- -- ------------------ -- -T------U ---- : ------ ------------------- --- -------- -- -------------------------- ----- ----- W o zN N END EOP o 2540 9.10 STA: 20+32 � - ao Wo 2539 I I -> - OFF: 3.86'RT- - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ END SIDEWALK P: 2541.45 a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 4 2 29 16 4 2 - - - - - - - - - -2538- - - - - - - - - - - - - - - � STA: 19+89.01 SLOPE - - - - - - - - - - - - - - - - - - - - - - OFF: 32.06'RT ESMT. ELEV: 2541.07 Lo N APN: - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - - - - - � - -I - - - - - - - - -2541 SO427325830 SEE SHEETS 32-33 REFER TO SHEETS END DITCH 20' NOT A PART FOR GRAVITY STA: 17+61.54 22 WATER IRRIGATION 06-07 FOR BASIN OFF: 20.95'RT 2541 — — — ��2540 LINE CONSTRUCTION GRADES AND SIZE ELEV: 2537.95 2541 ESMT. I i i I I 2544 0 N 2544 O � (� -H 0 0 O -H � + � 0 0 0 O o 0 0 0 0 +� Ci-H N0 � 0 0 0 0 -H o LnLO �Z z � 0 0 � o0 0f o � o � o � o � 00 0Ln � + U � � OQN JH + N � � O � Ln O � � � H + � 00 Ln Z � d� O H + � + � + N N r� + O � � QQN WNW W� 2 � � Ln0 � LnO C00 + + + + � O U aQ UU � Ln U � � U � � U � � � Oo � � 0 � r\ 0 � CO0 UCO U � Ln QQN (n (nW wo � � QN Ln ,n � � � � � � � � � Uri Ln � aN Q � a-V) Q Q H QQN Q Q N Q Q N Q N Q N Q N Q N < Q N Q H N N W Z jcf) cn � cnc~i� � cnci � cnc~i� � C/) C/) a_ C/) C/) a_ c� c~n � Cl) Cl) EX. GRADE NNE cncn � - - - - - - - - - - - - - - Z AT � - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E= 2540 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r- 2540 of W OJ HY U zo Z OF W p J Z p] Q QQ U 2538 2538 CL �= o 15+00 16+00 17+00 18+00 19+00 20+00 U_ Z �m O W J J U1 Q 2 W W U1 J 2 ~U Y �z W L O O Z Q Q U 00 W p U) m c W_ rn ZQ Z O — �r0 Q O zQ z Q 0 0�o GRAPHIC SCALE IN FEET _ x r 0 10 20 40 r pto N W J� fo O 1 O Y d o~m Z 3 x�O Z Na BRODY SQUARE O O a 0of %Xaa NOTE: OFFSITE PAVING PLAN & PROFILE . V) 0 U< a 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO W o O=� 09 10 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF MERIDIAN, ID + op0 x ZD PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. a E 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADAo o 17 13 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. o N� LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Kiom ey >>> Horn o x oo RAMP. Z Q o z 15 3. REFER TO SHEET 03 OF THESE PLANS FOR © 202o KIMLBY-HORN AND AssociATBs, INC. HORIZONTAL CONTROL LINE AND CURVE DATA. a W 950 Bannock Street, Suite 1100 O a C 0�M Boise, Idaho 83702 208 297-2885 0 Ln o X 00 DESIGNED DRAWN CHECKED W �m== 12 Q$ Plans Are Accepted For Public oF�SS\o�L EN�� SCAITC LE H : 1'>-2oc TRB o Z �ENSF tiF 0 0�o Street Construction 811 . Q� o f ( ) = F 3 `kq� SCALE V 1"=2' " o2 x W z 16 By stamping and signing the improvement plans, the Registered ( ) o m=:L( 11 14 Engineer ensures the District that the plans conform to all District Knowwharsbelow. PP�'l/E DATE: SHEET NO. rn Lj �, policies and standards. Variances or waivers must be specifical— Call before you dig. 1 2� _ j 1 0- ly and previously approved by the District in writing. Acceptance �O J� Z 10 13 2020 ~ W CALL 2 BUSINESS DAYS q P j o zoo of the improvement plans by the District does not fe112Ve the IN ADVANCE BEFORE PROJECT NO. o C)I x L5 a Registered Engineer of these responsibilities. YOU DIG,GRADE,OR C N 7 g EXCAVATE FOR THE 291015009 =0 KEY MAP BY DATE: DWG. NAME a-L'p z UNDERGROUND /w N a N.T.S. ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w x�0 5009-PV.dw of 34 Shtsa. PAVING CONSTRUCTION NOTES 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE _ _ _ _ _ _ PER PLAN. -2540=- - - - -2541 21 INSTALL STORM DRAIN MANHOLE PER ACHD REFER TO SHEETS 08-15 20 52 LF ® O FOR ALL STORM DRAIN 4.02% 2542 2541 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. el PROPOSED WITHIN R/W- INSTALL 18" T-1 PVC PIPE OR APPROVED EQUAL. SD MH 1 � LENGTH AND SLOPE PER PLAN. N: 5299.54 I 9 I 27 CONSTRUCT TYPE III CATCH BASIN PER THE LATEST E: 9142.51 VERSION OF THE ISPWC STD DWG SD-603 TO RIM: 2540.17 21 I I FUNCTION AS BUBBLE-UP STRUCTURE. INV IN: 2534.37 1 INV OUT: 2534.37 // \1 N 20 I 28 INSTALL END SECTION & 1' DEPTH OF 6" DIA. I RIP-RAP PAD. 1 1 I BUBBLE UP 1 I I N: 5253.23 27 E: 916 6.7 4 RIM: 2536.27 INV IN: 2532.27 rj - I I I I I N I I I j 2 I I I 19 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I LO I I I N I I I I I I I I I I I 3 I I I I I I I I 18 Ln N I I I I cc I I 10 I I I I I I I I I I in 1 49.8' DRNG I `V ESMT 4 1 1 1 BLOCK 3 . I I I I NON-POTABLE UTILITY CROSSING. MAINTAIN N 1 1 I 1 17 SEPARATION PER IDEQ STANDARDS. cc I BLOCK 3 I I I r I I REFER TO SHEETSJ 06-07 FOR BASIN GRADES AND SIZE 18 W6 5 I 1 I N �z oL 1 E Ld Q N wo 1 1 I I 16 3a I 1 I I I ~z I I I I I 00 � I 0J I I O_ I 1 I 1 I I U zo I 1 I 1 z KEY MAP pJ wm LC I 100I I I NOTE: N.T.S. N 6 I N I I I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO to I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 0m I 1 I N I �_ I PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z Ld I I I I I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W W� I I I I I I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y° �� I 1 I 1 15 "F,,z RAMP. U_ ° oELI' I _ _ _ _ _ _ _ _ 1 I 1 I 3. REFER TO SHEET 03 OF THESE PLANS FOR oz¢ HORIZONTAL CONTROL LINE AND CURVE DATA. a O_j< I 1 I 1 O Ln x o 0 1 I 1 I O 0LLLJpLn a I 1 I I I z 0 p1Wp I I � I I 1 I z Z �ov�Z I I NI 1 I I U o GRAPHIC SCALE IN FEET o x L10 = 0 10 20 40 NORTH LO �W J I I I 1 t0 0 0 om I 7 I I cc HEADWALL 1 0 o x I I 1 1 I N: 4910.22 z l �� I I I I I I 28 E: 9169.66 BRODY SQUARE a za I I RIM: 2538.59 I N o as I I I N I I INV IN: 2536.53 14 000�o (0 0 - - - - - - - - BUBBLE UP '2 I I I 22 0 20% ® SD MH 8 I PAVING DRAINAGE DETAILSin =N N: 4907.34 I 1 I SD MH 9 N: 4902.86Li �oL= I E: 9163.8727 I I N: 4903.99 E: 9305.22 MERIDIAN, ID a) xz� REFER TO SHEETS 08-15 a W a RIM: 2536.27 I I I E: 9180.45 RIM: 2540.38 21 , WZ FOR ALL STORM DRAIN INV IN: 2532.27 I I I 21 RIM: 2539.69 22125 LF C�? INV IN: 2536.81 ■ 2 o'F r PROPOSED WITHIN R/W I 1 INV IN: 2536.55 .20% INV IN: 2536.81 E_0- I INV OUT: 2536.55- - - INV OUT: 2536.81 Kim ey >>> Horn o o xoo 8 0 a pF SD MH 4 1 / _ _ _ _ _ © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m Q3 SD MH 5 i W �Z N: 4877.42 / �� \ 950 Bannock Street, Suite 1100 � °O a W E: 9022.18 0 N: 4876.31 I i / �� CD � RR o C o W Boise, Idaho 83702 208 297-7. 5 ax Z� I 21 RIM: 2540.34 ~ E: 9144.68 s ° RIM: 2540.03 21 h� �0 i o �� DESIGNED DRAWN CHECKED W INV IN: 2535.27 cn_ i m�� I w 123 LF C�? INV IN: 2532.96 ti ti� / 5� 2, �' ID F i ITC ITC TRB =Z INV IN: 2535.27 0 22 89% INV OUT: 2532.96 �,//� 25� 5�� 6 _ - -- - - - - - REFER TO SHEETS 08-15 Q ' , �� Fp F W= Plans Are Acce ted For Public V SS�O ENc 0 0 3o INV OUT: 2535.27 - - - - 36 LF @ 2 2532535 FOR ALL STORM DRAIN Street Construction eo NOT �� SCALE (H): 1"=20' 0 22 2534 PROPOSED WITHIN R W I �� SCALE V 1" 2' W `� x wz I 1.89% 2533 / By stamping and signing the improvement plans, the Registered ( ) o m w J / / _ - / I Engineer ensures the District that the plans conform to all District Knowwhaes below. P PI V E DATE: SHEET N O. W rn OW / policies and standards. Variances or waivers must be specifical- Call before you di 1 2� 10 13 2020 is /o o W /� // , I I ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS ��' ��qQ� W >O za / of the improvement plans by the District does not relieve the IN ADVANCE BEFORE PROJECT NO. o C)Ln w / / / I Registered Engineer of these responsibilities. You DIG,GRADE,OR C N 1 8 x 8 g EXCAVATE FOR THE 291015009 =cn BY DATE: DWG. NAME a a L,o z UNDERGROUND W /w w a ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES w X�0 5009-PV-SD-DT.dw 0f 34 Shts a NATIVE MATERIAL OR MIN 2' WIDE ASTM C-33 FILTER SAND LEGEND WINDOWS AT LOW POINTS, WELL COVER. 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER LENGTH DEPENDENT ON $ 2 OR 3 BOLT LID WITH 9/16' HEAD AND SAE THREADS, GASKETED INFILTRATION REQUIREMENTS (TYP) FINISH GRADE Q CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) EDGE OF TRAVEL WAY z 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" QN CENTER d TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE. INSULATED, SINGLE- GRAVEL - ° , ° CONDUCTOR COPPER WIRE. INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS SHOULDER 4° . - e ;r=.; ® PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" PIPE. DRILLED WELLS MAY USE 4" PIPE cv Li -: .,�, •; -.,e-•*s', QQ NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FAHRiC OVER CHIPS,/DRAIN ROCK POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY 0 13ACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES BACKSLOPE, GRA55 ALLOWED s 3 NOTES: PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR A PLAN F N.T.S. STORM DRAINAGE FACILITIES N.T.S. 3, THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHID 3' GRAVEL OR WIDTH. SEE NOTE 5 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION PAVED SHOULDER tL th SEE NOTE 4 p w EDGE OF DEPTH. VEGETATION p 7RAVEL WAY SEE NOTE 5 SEE NOTE 2 � 2% m r• i SLOPE p N7,gX 3'•1 SOP �- „,:1, oa NATIVE SOIL ' 3. x GRAVEL THIS m SIDE ONLY ti GRASS ALLOWED SECTION CONCRETE COLLAR � � - - NATIVE MATERIAL ON BACKSLOPE ONLY < N.T.S. OR 3' DEPTH OF ASTM C-33 FILTER SAND WINDOWS 3 a a •a Ld O 2' MIN 6 � a a 3 O p - MIN 3' SEPARATION DITCH INVERT TO GROUNDWATER/ BEDROCK REQUIRED SECTION A-A MAX GROUNDWATER N.T.S. ELEVATION NOTES: �R 1. n0RROW DITCHES SHALL SE DESIGNED TO CONVEY RUNOFF TO A DISCHARGE POINT OR INFILTRATE SECTION STORMWATER. SIZE FOR 100-YEAR DESIGN STORM. 2. DROUGHT TOLERANT PLANT SPECIES AND/OR ASTM C-33 SAND WINDOWS IN INVERT. BACKSLOPE OF N.T.S. BORROW DITCH MAY HAVE GRASS. 3, IF SAND WINDOWS. ARE USED IN LIEU OF CONTINUOUS SAND TRENCH, PROVIDE DRAINAGE CALCULATIONS TO SHOW INFILTRATION OF 90% VOLUME IN 48-HOURS IS MET, 4. 4:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS >_45 MPH, 3:1 MAX SLOPE OF GRAVEL SHOULDER FOR ROADS <45 MPH 5. BORROW DITCH WIDTH AND DEPTH VARIES BASED ON SIZING REQUIREMENTS 6. CURBING MAY BE REQUIRED 7. USE INTENDED FOR UNDEVELOPED, RURAL ARTERIALS 2017 ACHD REVISION 2017 ACHD REVISION 2017 BORROW DITCH STANDARD DRAWING IDAHO STANDARDS IDAHO STANDARDS ACHD STORMWATER DESIGN FOR PUBLIC WORKS STANDARD DRAWING FOR PUBLIC WORKS STANDARD DRAWING GUIDELINES DETAIL 05 coNSTR>JCTION GROUNDWATER OBSERVATION WELL SD- 627 CONSTRUCTIONGROUNDWATER SUPPLEMENT) OBSERVATION WELL SD- 627 (ACHD SUPPLEMENT) 1 OF 2 {ACHD SUPLEMIENT� 2 OF 2 47' R/W 50' R/W V) �Z 16.5' 16.5' B/C B/C I I B/C B/C I , a-o5 5 5 5 S/W S/W S/W 3 S/W I I <0 2.0% 2.0/% 00 P� 3. % 2.0% �J Y wo CONCRETE SIDEWALK 3" ROLLED CURB & GUTTER - » " PER ACHD SUPPLEMENT PER ISPWC SD-702 CONCRETE SIDEWALK 3 ROLLED CURB & GUTTER "~ PER ACHD SUPPLEMENT PER ISPWC SD-702 ZM TO ISPWC SD-709 PROP. PAVEMENT SECTION PER TO ISPWC SD-709 wJ "LOCAL ONSITE PAVEMENT SECTION" PROP. PAVEMENT SECTION PER o 3" ROLLED CURB & GUTTER "LOCAL ONSITE PAVEMENT SECTION" PER ISPWC SD-702 DETAIL ON SHEET 03. 3" ROLLED CURB & GUTTER D� DETAIL ON SHEET 03. a PER ISPWC SD-702 U z N= TYPICAL LOCAL STREET SECTION N.T.s. DAPHNE ROAD TYPICAL SECTION N.T.s. Plans Are Accepted For Public _V) Street Construction Y L d'Z BY stamping and signing the improvement Plans, the Registered O 30, w Engineer ensures the District that the plans conform to all District a �' oo EX. R/W LOT LINE policies and standards. Variances or waivers must be specifical— W 0 0 V) ly and previously approved by the District in writing. Acceptance 00 z a 48' 25' of the improvement plans by the District does not relieve the o PROP. VINYL Registered Engineer of these responsibilities. o z< PROP. R/W L/S BUFFER WALL a �Z , 17 0= PROP. EOP I I BYADA COUNTY HIGHWAY DISTRICT DATE:- 0 ;; EX. I I 5' 5 TRANSIITION z LO N_ PVMT PROP. STD 3' ROLLED CURB SECTION STD 6" VERTICAL CURBCD oY (VARIES) PVMT S/W 1' PROP. GRADE (PER ISPWC SD-702) (PER ISPWC SD-701) r d °' zz (VARIES) BENCH EX. GRADE�` } 2.0% BENCH , , o �o z zQ MATCH Ex ;X� BRODY SQUARE z< PAD GRADING AND � o V)Z PROP. PAVEMENT SECTION SWALES PER TYPICAL TO MATCH EXISTING / ZZ PAD GRADING DETAIL ' a V w� PAVEMENT SECTION PAVING & DRAINAGE DETAILS _oe PROP. EOP PROP. 12" PVC Uj MERIDIAN, ID L112FUTURE UNDERGROUND IRR. LINE. PREFORMED EXPANSION JOINT o °' wQ CONCRETE SIDEWALK MATERIAL SHALL BE INSTALLED ELECTRIC BY OTHERS o a PER ACHD SUPPLEMENT FLOW LINE AT ENDS OF TRANSITION SECTION ■ 0 03 4: 1 MAX TO ISPWC SD-709 Im a "� orn o WD BORROW DITCH PER 3: 1 MAX Z 0 0� z ACHD STD DWG DTL 05 Q §i¢ CURB TRANSITION DETAIL © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m j �Z 950 Bannock Street, Suite 1100 ca BLACK CAT TYPICAL SECTION N.T.S. (MODIFICATION TO ISPWC SD-707) N.T.S. Boise, Idaho 83702 208 297-2885 0 Z00 " DESIGNED DRAWN CHECKED Ld z V ■� � \ EAF� �F ITC ITC TRB� oNsO SCLE (H). N/A o oo�o�w NO SCALE (V): N/A w 0 xwZ KnowvAiafsbelow PPROVE DATE: SHEET NO. 0 Omxa o Uj o Call before you dig. CO J q13„� p� Q w �0)~ CALL 2 BUSINESS DAYS �JKU Z � 1 G 1 3 2020 W >O Z p IN ADVANCE BEFORE N PROJECT N0. 19 z C)Low YOU DIG,GRADE,OR D x:g EXCAVATE FOR THE N 291015009 MARKING OF a-L,o DWG.z UNDERGROUND NAME ¢a /w n a MEMBER UTILITIES w =�=o x�0 5009—DTL.dw of 34 shts STREET LIGHTING AND SIGNAGE NOTES �2 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. ❑3 INSTALL 30"X30" STOP SIGN WITH STREET NAME SIGNS PER MUTCD R1-1 AND ACHD STD DWG TS-1114. STREET LIGHTNING NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, — — — _ THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 1 � I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT i HTTPS: //CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM I I TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM l I I I I WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX — I MATCHLINE SEE SHEET 21 I I LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN 1 I I PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL MATCHLINE SEE SHEET 21 I I I INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY BLOCK 3 14 I MATCHLINE SEE SHEET 21 COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. BLOCK 1 20 I I XXXXXZ BLOCK 3 I 5'I 33' 5 3 BLOCK 51 I WE IAN APPROVED FOR i I - - - - S/W B/C S/W I IOAHO I i / I I / I I PROPERTY LINE CONSTRUCTION 2 I i I I I - - - - 10' 47 - - - - i 22 I These plans and/or specifications have been reviewed for DRNG. ESMT. R/W 5' 33' 5' compliance with Meridian City Standards and Specifications. This 21 S/W B/C I engineer, or contractor of the I j l 1-5' _ /W I review does not relieve the owner, 2 I responsibility to design and/or construct those facilities incompliance 47' I 1 with all current applicable federal, state and local laws, rules, R/W I I 1 regulations, ordinances, development agreements, specifications, / UJI g I orders or approvals, all of which the City retains the right to enforce.i 3 I 2 XXXXXZ / — —1 -� I Inconsistencies not noted by City staff shall not be construed as I Cn — _/ Q I approved unless specifically addressed in writing by the City. Any — I — — — — — — — proposed revision to these plans must be submitted for review and V compliance with the Meridian City Standards and Specifications before said revision is constructed, • i — - m W DAPHNE ST 0�0 I j • W DAPHNE ST—o � m — — — Name Date Z 1 2 Q � 1 p cc r - - z XXxxxz 2 I F- - - T — — — — — — 1 I 2 I I 5 I i I I I I I I I I I -r[ 21 BLOCK 3 I I - - - - I I 1 EX. 25'I PROP. 48'I R/W I R/W I 3 I APN. [//F///// z I I 4 R0982000020 I i I 10 I 11 I 12 I 13 I I (NOT A PART) 20 Of� �a I �z i I I 2 XXXXXZ ;n ~z I I I I I Of 4 \ L)o — — — — — — — — Of SECTION LINE I I 3 BLOCK 4 oY I I KEY MAP "r I W APGAR ST Q 0° 1 N.T.S. I ; I 5 / \ \ - - 0� I► I - - - - - \ — - - - - - — — � — — NOTE. Q I 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO �0 V I IT BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE z ;n XXXXXZ 2 I UNLESS OTHERWISE SPECIFIED ON PLANS. o 2 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA w I I I I I I I I I I 1 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. r II I I I I I I I I lCn w I I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A 12 13 lem i 6 $ g 10 11 .o o I z I U I I I I I 3. REFER TO SHEET 03 OF THESE P LANS FOR HORIZONTAL Woo . 14 O z 0 a ' 5 33 5 z oz S/W B/C S/W 1 o I I I I I BLOCK 2 I I I I GRAPHIC SCALE IN FEET r I I 47 I 0 20 40 80 NORTH _ �w i R/Wto �� O4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a p, O CO I I z 3 w zo z I �¢ 0 I BRODY SQUARE z CY) C Za I N 0 PROPERTY LINE APN,a o I w� c� zo I SO427333500 I LIGHTING & SIGNING PLAN w a I (NOT A PART) I W oe= I I a 00 Lj MERIDIAN, ID >> o E L� Kiom/ ey >>> Horn o xoo z a a I I I © 2020 KIMLEY—HORN AND ASSOCIATES, INC. a: 950 Bannock Street, Suite 1100 Ca o�� Boise, Idaho 83702 208 297-2885 N o X z" INAIDESIGNED DRAWN CHECKED 00=o OF�SS\ ,ENS ITC ITC ITC TRB N 0 ao=o Q� O F� SCALE (H): 1"=40' o 3w SCALE (V): N/A w om=¢ Knowwharsbelow PPR�'l/E DATE: SHEET N0. 0 o Call before you dig. Q O F w 2 10 13 2020 W /0)�w >0 zoo C IN ADVANCEBEFORE S q P � N PROJECT NO. 20 0 O Ln w o YOU DIG,GRADE OR z I ,�g EXCAVATE FOR THE � 291015009 a-L'o z UNDERGROUND a¢ MEMBER UTILITIES(TIES W _V) DWG. NAME 1 11 x�0 5009—SNS.dw of 34 shts STREET LIGHTING AND SIGNAGE NOTES �1 INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. �2 INSTALL TYPE 11 STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. STREET LIGHTNING NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 1 APN. I APN. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN SO427325830 I SO427325702 PORTAL AT (NOT A PART) (NOT A PART) TOTPS OPEN/AT PERMIT RAND REQUEST 1INSPECTIONS ENACCESS/ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND PROPERTY LINE FOR THE POLE AND ASSOCIATED WIRING. I 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM II WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX - - _ _ — — — — — — — — — LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF I — — — — — — — — — — — — — — — — — — — — — — — - THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL I I INSPECTION. I 6. CONTACT THE CITY TRANSPORTATION AND UTILITY BLOCK 1 I I I I I I COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. I 1 I 11 I 10 I 9 I 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 'L APPROVED FOR fOANO I I CONSTRUCTION 1 in I These plans and/or specifications have been reviewed for Cf) M compliance with Meridian City Standards and Specifcations. This — — — — — — — — — — — — — — — — — — — — review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities incompliance 12 with all current applicable federal, state and local laws, rules, c� c� regulations, ordinances, development agreements, specifications, m ro m orders or approvals, all of which the City retains the right to enforce. / W WAPOOT ST I 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 _ 11 compliance with the Meridian City Standards and Specifications 13 � / Q I I I 2 XXXXXZ � � � — — — — — — — -� � before said revision is constructed, 12 XXXXXZ 2 I I Name Date I I w I — — — — I o 9 Q I 1 - z I I 20 I 10 I OJO i W 1 o I 1 � 1 22 I 14 - - Q — - - - - - - 1 I r I v l I I EX. 48 PROP. 48 i Q I 9 R/W i R/W — — — — m 2 I I 19 1 21 I I z I 1 15 - - - - - - 5, 33, I 5, W I S/W B/C S/W w� 1 - - - - � 3 I I 18 47' 8 �z CS W R/W I I - - - - - - - - 20 0-O I 1� U,Ln - - - - - - - - - - I I 1 x XXXZ I I 1 I I 3Q I 20 I I 4 1 7 I 3� ; I - - - - I I I 17 I I oY i I I XXXXXZ 2 I I I I.- I KEY MAP I wo I i N.T.S. 17 I — — — — 1 m I i I 5' 33' 5' S I 1 6 I APN: NOTE: N 0 0-0 S/W B/C S/W I I 1 I R0982010025 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO d i I I — — — — 47' 10' l� I 2 XXXXXZ I I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE I 16 I (NOT A PART) UNLESS OTHERWISE SPECIFIED ON PLANS. z R/W DRNG. ESMT. 1 0 W-i I I I I I 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA V)a SECTION LINE I �- STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. } Uj In I i I 18 I — — — — Q I LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y oN 1 i I I 6 I 10' O I RAMP. o ° z Uj a I i I 1 I I DRNG. ESMT. I m 1 5 I 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL o� I I CONTROL LINE AND CURVE DATA. W oQ I 1 I BLOCK 3 15 Z I I Z I I 1 zQ j 1 I - - - - _ - - - - I Z N w= i GRAPHIC SCALE IN FEET BLOCK 1 19 0 7 BLOCK 3 MATCHLINE SEE SHEET 20 1to 0 20 40 80 NORTH o InY I I I 4 BLOCK 5 `° o I 1 1 I a rn m Z z 1 1 MATCHLINE SEE SHEET 20 I 1 I I o zo I I I BRODY SQUARE N N Za I I MATCHLINE SEE SHEET 20 1 1 1 I ?0 1 I - - LIGHTING & SIGNING PLAN IN cl� I II Li - 1 I I 1 I 1 1 MERIDIAN, ID s wQ I I C - - - - — - E�W I I o?�k I 1S s 3 I I 1 1Klomley ))) Horn /xoo � Z Q a-a3 j I I 1 1 1 © 2020 KIMLEY—HORN AND ASSOCIATES, INC. I m l — — 1 I 1 950 Bannock Street, Suite 1100 0 �Z \ a �� i I / — — — — I Boise, Idaho 83702 208 297-2885 N a x Z DESIGNED DRAWN CHECKED �m= oF�` Uj SS\�ENSF�ci'�,F ITC ITC TRB N 0 0F0 8�' , Q� D <`� SCALE (H): 1"=40' o o L 3 W �� SCALE (V): N A W x W Z Know 0),--o WC.allnsore yoo bellow a, �,1 2� o DATE: SHEET N0. Ld �0 F W CALL 2 BUSINESS DAYS I9 Q� 1 0 13 2020 >O Zoo IN ADVANCE BEFORE C vvv N PROJECT NO. Z U w YOU DIG,GRADE,OR 21 I x EXCAVATE FOR THE 291015009 INi oz UNDERGROUND DWG. NAME /Lv cn a MEMBER UTILITIES w 1 �0 5009-SNS.dw of 34 shtsa. WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑5 INSTALL 12" x 8" TAPPING SLEEVE & VALVE. 3 I I I I I 12 INSTALL 2" BLOW—OFF ASSEMBLY FOR FUTURE WATER SECTION LINE i I ao 2 rn N MAIN EXTENSION PER CITY OF MERIDIAN STD DWG O 0) _ I W13. i-� �~ I I 21 I rn Ln 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO i � + rn I I � rn APN: MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. U ; I W z w R0982010025 I LO 0) 12 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO i � I Q 3 _ co r I (NOT A PART) MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. Q ; �5 ♦ 22 N Q I >- co �— — — — — — — —M LO ; I BLOCK 1 / 1 I 0 U w I Z I + 0 3 CC) N BLOCK 5 zg - — — — — — — — N r� - 06- — — — — — — — — — — — — — — i - on co oovoee EX. MH 03 Lo Un Un ---------------- STA: 1+00 � .. 2 � W » RIM: 2540.82 8 8 W S W 8 W W I LLI 8 4W 8 W INV IN: 2516.57I o153 1 w 0 L = I 100 2+0 o Cf) 8 S 8 S `n �r`' m � S _ 8 S W oo W �� I `o � 1 165' W DAPHNE ST N — — — — _ z �' E DAPHNE ST i — — 00 LU i J 'sos z ---------------------------------------------- — cn J i Q I C BLOCK 4 0 I BLOCK 2 \ o I + + I �_ _ _ _ _6 APN: SEWER CONSTRUCTION NOTES R0982000020 o� I I___ L` NOT A PART 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER MH 04 cn Un O I ( ) PER CITY OF MERIDIAN STANDARDS. � I STA: 2+69.99 ao 2 RIM: 2540.68 I I ® CONNECT TO EXISTING MANHOLE. MATCH INVERT TO INV IN: 2529.28 3 I CROWN. INV IN: 2529.28 0 INV OUT: 2529.18 I I �� 5 O O 2544 0 r m 2544 o Nin o 00ONO ONO UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON Mood °� 6C" SHEET 01. OOLN OOL) LN _ + U') + �NNH X > PROP. GRADE Q �> >> 25 26 wUnmz © SEWER gNEzzz -- _ - - - - - - 24 -- - - - - - - - - - - - - - - - - - - - 2540 2540 Ld EX. GRADE <~ ® SEWER [ifaQ W wo > 22 0 23 O U ao 3z Z r a z 00 r �t 28 �279 0w OJ Y z U w0 z C)� 2536 M 2536 N ZM 2530 N 2530 KEN MAP o V) W NOTE: 0-0 �� LLJ 4 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO = BACK OF CURB, BACK OF HEADWALL, OR CENTER OF ow PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = �= 2528 W 2528 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U� LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L o LLI RAMP. o r� z 3. REFER TO SHEET 03 OF THESE PLANS FOR 0 =oo J HORIZONTAL CONTROL LINE AND CURVE DATA. W MOO M 2 w� z 6 0) U o o�Z n Z oz< Q N o 5 GRAPHIC SCALE IN FEET �MF� 0 10 20 40 NORTH to Owe �� i a a x 0 m 2524 �o`�° 2524 0 Zz 6• z �� @ z za Q�c BRODY SQUARE ir (MzQ F a o 0 ao of XQQ �o� �F UTILITY PLAN & PROFILE V) 0 C: :3 - i wa W a �LnLQ MERIDIAN, ID >>wz o o i�� o o N 2520 2520 Kiom ey >>> Horn o / w� z o xoo a Q�z§i © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m U � a 950 Bannock Street, Suite 1100 O a co um Boise, Idaho 83702 208 297-2885 N o X Z" DESIGNED DRAWN CHECKED m=o oSS\r E NS ,�� ITC ITC TR B N o�Z Q� F� SCALE (H): 1"=20' w 3� SCALE (V): 1"=2' om=¢ ,,, rsbebw PPROVE DATE: SHEET N0. 0 rn c� W w Call before you di F ��o- 2516 2516 '' g' s� 2� 0 10 13 2020 > 2 BUSINESS O o- C IN BEFORES q P � PROJECT NO. �� w2, 1+00 2+00 3+00 N YOU DIG,GRADE,OR ? C)LC)x g EXCAVATE FOR THE 291015009 a-L'o z UNDERGROUND a¢ /w rn a MEMBER UTILITIES w _V) DWG. NAME x�0 5009—UT.dw of 34 shtsa. WATER CONSTRUCTION NOTES I I I co. I I 1 1 N'� I ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN BLOCK 2 I I BLOCK 1 MH 20 PAVED AREAS PER CITY OF MERIDIAN STANDARDS. II c I STA:R M: 2540.0 I 19 ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF 3 2 I I I I 21 20 19 INV IN: 2530.24 MERIDIAN STD DWG W1 & W2. I I I I I I INV OUT: 2530.24 �3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF r- 1 - � I � - � Q 7 � - 7 cow III � I- r- J J MERIDIAN STD DWG W1 & W3. Ln O 0 NO NO I I r, O In0 00 0 00 rO 00 00 o o � No �MH 05 NUn inLn r- Ln in r0 in � + + o + + + + INSTALL FIRE H YDRANT PER CITY OF MERIDIAN STDSTA: 1+00 + 6 + + + + 0 1`0 + 6 + o � + oi � r- \ N N N NIl DWG W8 & W9.N RIM: 2541.27 ` � � � � a MATCHLINE SEE SHEET 22 Q - Q cz < < <nINV IN: 2530.06 � � o � � � � < Il V) o n o N 0 cn o cn N o n o V' o n o V) o cn cn o 010 c o INSTALL 8> GATE VALVE PER CITY OF MERIDIAN STDINV OUT: 2529.96 ❑2 2 ❑3 I 2 9 I I vi 4 1 18 2 I 3 2 6 I 2 2 T DWG W1 1. I I I I I I / � � I I I ❑7 INSTALL 8" x 8" x 8" TEE. r-Iaol RigI I 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO M. - - - - - - MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. N - - - 401 - - - - - - - - - - - - - - N J 1 ~ 17 LIU WATER LINE STORM DRAIN CROSSING. CONTRACTOR 56' in I _ Wt-j W � TO MAINTAIN 1.5 OF SEPARATION PER IDEA 2 0 2 d'o,, STANDARDS. WHERE VERTICAL REALIGNMENT IS 1 0 U) 1 2+0 150 1 + I 202 1 � 1 5 0 NECESSARY CONTRACTOR TO ENSURE NEAREST 45 W 8"S "S 8"S 819 3+0899 I - c� ) 8999 I o" 4+00 Is)- 8"S ' w 0 8" DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR 0 _ + _ _ _ OF OUTSIDE OF CROSSING PIPE. Z 1 162' 1 N BROCK AVE 6 m 190' 1 o Z 18 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO 4S 0. J "W 8"W 8"W 8"W 8"W 1 8"W I 8"W �Ilw 8"W J 8"W MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. I 2 2 / Q 17 Ln - Q cn C < - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - / MH 04 STA: 2+69.99 SEWER CONSTRUCTION NOTES RIM: 2540.68 3 o - - - - - - - - 18 INV IN: 2529.28 7 16 9 17 2 3 2 2 3 1 I 1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER rn I- INV IN: 2529.28 N I- oo r, � ao � oo I- ao 1- ao 1- co O D rn � o � o o 0 � 0 � o PER CITY OF MERIDIAN STANDARDS. INV OUT: 2529.18 NO � O � O � 0 � 0 Imp � 0 40 ISO MH 06 r� O oorn 0 - m 00 CIO V) 0 ao � + 0 + + + a; + `� + (; + (; + `� \ INSTALL 4" SANITARY SEWER SERVICE C� 2.0 MIN. STA: 1+42.20 N co N Sri N o �i - M SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND RIM: 2541.41 vi � � < < � � a li oo DIVISION 500 OF THE CITY OF MEDIAININV IN: 2530.33 � � � � � � l 0 cno co no no nlo no no no SUPPLEMENTAL SPECIFICATIONS.INV OUT: 2530.23 I I I I 3_ g � \ INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL BLOCK 3 SPECIFICATIONS. \ SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE I I I i i i FOR SEPARATION. \ SEWER MAIN STEEL SLEEVE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. SEE PROFILE FOR SEPARATION. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 24 0 (0 0 Z 2544 o N o� 0 00 0 2544 27-- LLJ d� 0 ro��N � ppN NN O N LdLA + LnNH Co00� << L r 04 � pN NN OO ONO WO o + �N N<- 0i C5o� 22 23 22 �a = 1- � NNZZ= OO�0.. 3z � cn F Z; 0 - -� + LON1- 0 � c41 " -z PROP. GRADE _ � -> zz N zo ` - ® SEWER � cn �zzz Qom» _ _ -z z 28 29 o'-- 0 J \ \ Y \ W 00 - - - - -- I\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0 1 2540 2540 wKEY MAP aQ - - - - - - - - - - - - - - - N.T.S. N 0-o M II III co NOTE ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO Z I BACK OF CURB, BACK OF HEADWALL, OR CENTER OF om SEWER II II N PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. o wJ 18 RCP 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = �= STA: 3+11.77 12" PVC STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W L o� INV: 2537.19 STA: 4+20.77 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A ~` 12" PVC INV: 2536.91 RAMP. Y }viSTA: 2+32.69 3. REFER TO SHEET 03 OF THESE PLANS FOR o io< INV: 2536.23 HORIZONTAL CONTROL LINE AND CURVE DATA. Y 5,00 2536 2536 c I Liu) z omm< o opLUz z o,nz< Z a N o Ldo GRAPHIC SCALE IN FEET 0 `1 r 0 10 20 40 O W J to -0 t n o Y O a O x m zz �' O 3 a 0 CO N BRODY SQUARE �� za NOf I rn -o N 0 0 to Z 2532 w w 2532of xQQ UTILITY PLAN & PROFILE V) 0 � - I wa W Li a W W �nL= w MERIDIAN, ID WQ U IL W W 239 LF OF 8" PVC @ 0.40% w o o I �� 170 LF OF 8" PVC © 0.40% Z Kiom ey >>> Horn z Z oz EoN� J J o o = o�o� U N 239 LF OF 8" \ 2020 KIMLEY-HORN AND ASSOCIATES, INC. m m �Z Q 950 Bannock Street, Suite 1100 0 c o um 2528 2528 Boise, Idaho 83702 208 297-2885 v00, x00 DESIGNED DRAWN CHECKED m=o o\SS��EANS\�/,�� ITC ITC TRB N 0 0�0 811 . Q� 10 F� SCALE (H): 1"=20' o 3 W `kq� SCALE (V): 1"=2' w 2 XUZ =¢ 2526 2526 �,�rsbelow PPROVE DATE: SHEET NO. m o Call before you dig. 1 2 0 W �O~w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 W 0 1+00 2+00 3+00 4+00 5+00 q P >O Zp IN ADVANCE BEFORE N PROJECT N0. �� z O Ln W 0 YOU DIG,GRADE,OR x g EXCAVATE FOR THE 291015009 a-L'o z UNDERGROUND a¢ /w n a MEMBER UTILITIES(TIES w =V) DWG. NAME X F-0 5009-UT.dw of 34 shts WATER CONSTRUCTION NOTES I ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN MH 20 BLOCK 1 PAVED AREAS PER CITY OF MERIDIAN STANDARDS. STA: 5+09.08 _ 3 RIM: 2540.19 ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF 19 18 INV IN: 2530.24 17 6 15 14 13 I I MERIDIAN STD DWG W1 & W3. I INV. OUT: 2530.24 I I I I _ _ I ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. mO ISO � O � O ISO � O � O LOp M N � Ln 00 N � Ln O � i'o � + + + + + 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO N N N O N N Ln Q Q Q Q Q MAINTAIN 1.5 OF SEPARATION PER IDEA STANDARDS. li a li li li a li li li a li I- Li- Li- L I- LL- LL- Li- U' o Cno U' o U' o Cno U' o U' o cno 2 I ❑3 2 I 2 ❑3 2 I 2 � I ❑3 I I I I I I I I II I 14 1 ' I coU') N LU ^`$�' W \ � l U) 37' 1 5 0 °' 6+0 243' 1 7+00 � 8"S W .S 0 899 8"S 891S .pS g"g O 111 \ I 7:2 Cn N BROCK AVE '0 m U) o W 1 289 /k5 LU8.� J89. 8"W gw $" 899W 899W g" J \ Ln — — — Q — — — — — — — — C L — — — — — — — — - Q 16 N � c6 O (.00 - ISEWER CONSTRUCTION NOTES Q � 32 3 T9- t T9- t 2 4 1 2 3 2 iN p INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER a 00 00 00 00 00 a0- O - � p � � � p � O � O � O � p � O 0:� I PER CITY OF MERIDIAN STANDARDS. 00 o 0 o -4- 0 -4- 0 0 o to o 0 o 00 o 0 o � o MH 11 p'�P 00 2O INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. + 6 + + 6 + 6 + + 6 + (::; + C; + + C; STA: 1+53.75 � ro ,n M Q0 M r- M ali RIM: 2539.82 SLOPE PER CITY OF MERIDIAN S TD DWG SW3 AND Q li a a a li DIVISION 500 OF THE CITY OF MEDIAIN� 1-- � INV IN: 2531.62 SUPPLEMENTAL SPECIFICATIONS.i o n o i o i o n o i o i o N o n o n o INV OUT: 2531.52 7 6 I 5 I 4 I 3 I 2 I MH 10 I I (D INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION STA: 7+52.24 I 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL BLOCK 3 RIM: 2540.01 3 I N I SPECIFICATIONS. INV IN: 2531.31 I INV OUT: 2531.21 UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25r' , 26 24 2544 o p 2544 27 Wz o O ow �N o a< O O 00 NO N ro o� °' 6O0 " C n-n 22 23 �a 000N N row 22 3z + LONI- � �nN + N Z oN N z o EX. GRADE CC'4 z = Q _» ® SEWER _o R [� r (n ZZ Q �>> 78 2° �J - - - - - - - - - - - - - - - - - - - � (n �ZZ 0 - - - - - - w0 — z �> 2540 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2540 N 0-0 KEY MAP L' NOTE: N.T.S. 0 PROP. GRADEIF 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a� ® SEWER BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �w PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = �¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U� LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L of RAMP. o }Lj 3. REFER TO SHEET 03 OF THESE PLANS FOR o i HORIZONTAL CONTROL LINE AND CURVE DATA. (> MOO 2536 2536 m c I Liu) z 6a,Za o DLUz z o,nz< Z a N o Ldo GRAPHIC SCALE IN FEET 0 `1 r 0 10 20 40 �m to O W J �O�Y N n a "�m o 3a �zo z �� = zN BRODY SQUARE IzaOf I (m -0 Cn o n to z 2532 W W 2532of xQQ UTILITY PLAN & PROFILE V) 0 I a Cn Li �0 w= LWU 243 LF OF 8" PVC ® 0.40% W a �nL� z MERIDIAN, ID J E xZQ 0 J a z W = o >� o I �F Z U 0 �Ln� JKiom ey >>> Horn O 0 a-o0 U 239 LF OF 8" PVC © 0.40% © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m z- �Z Q 950 Bannock Street, Suite 1100 0 C 0 Ljm 2528 2528 Boise, Idaho 83702 208 297-2885 v00, o X 00 DESIGNED DRAWN CHECKED m=o o�FSS�� N S�N�/,�� ITC ITC TR B N 0 0�0 8�' ° Q� O F� SCALE (H): 1"=20' o 3 W SCALE (V): 1"=2' w 2 xwZ =¢ 2526 2526 �,�rsbelow PPROVE DATE: SHEET NO. m o Call before you dig. 1 2 o w W CALL 2 BUSINESS DAYS u 1 0 13 2020 W�0~LU 5+00 6+00 7+00 8+00 �9 P� >O Zp IN ADVANCE BEFORE N PROJECT N0. �/� z C)Ln W 0 YOU DIG,GRADE,OR 4 x g EXCAVATE FOR THE 291015009 a-L'o z UNDERGROUND a¢ /w rn a MEMBER UTILITIES w =0 DWG. NAME � x�0 5009-UT.dw of 34 shts WATER CONSTRUCTION NOTES CO CO N: 5324.58 N: 5329.56 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN I E: 9006.55 7 7 E: 9008.67 PAVED AREAS PER CITY OF MERIDIAN STANDARDS. RIM: 2532.97 RIM: 2533.71 I INV IN: 2532.60 INV IN: 2533.34 ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF 10 INV OUT: 2532.60 g INV OUT: 2533.34 8 MERIDIAN STD DWG W1 & W2. I I I I I I 3 0) I N 00 N I m o o_ o I 00 r) �I o cfl I o ❑ INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF N � � p Ll) M � O) r O � CON O J O J O J p J MERIDIAN STD DWG W1 & W3. N 0) 00 L0 r, rn o0 o 00 N O 00 0) 00 0 r1600 O � o N O ❑5 INSTALL 12" x 8" TAPPING SLEEVE & VALVE. N O� O) 00 I� 00 I� N N �) Ln 0 � � � LO Ln 00 � � � O � j 00 � I T � � Lf) � M � Ln r) to ;I- r6 0-) 00 + + O + O + Lno � N � LO � 00 in ro - Nro - � �M o LL- © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD I � °o Sao moo moo � rn � rn � � Q � � � � � � � Q Z L LJ Z IJ Z I iJ Z W Z W Z W Z IJ (!) O � O N J V) O U/ O 2 2 101 l 2 2 I I i 5 I I 2 3 I 2 3 0 o DWG W1 1. 2 3 - p N `-0 I ❑7 INSTALL 8" x 8" x 8" TEE. 27.97' TYP. 1 I 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. I U I I C\j WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO LL] MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. _ LLI m i I = _ 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR z I CO 12 8 W LIU 8 TO MAINTAIN 1.5' OF SEPARATION PER IDEQ - - - - - - - - STANDARDS. WHERE VERTICAL REALIGNMENT IS CO 1 30' 1 62 I U)LIU NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 - - - - - - - - - _C 1 61' 2+00 LLJ DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR S "S 8"IS I Z 8"S OF OUTSIDE OF CROSSING PIPE. J I BLOCK 1 CO STA: 1+87�71 10 �� W INAPOOT ST I = I OFF: 726.07 LT - I i N: 5325.53 STA: 2+10.2 6 E: 8901.70 7 25' 1 1 40' OFF: 0.00 Q I I RIM: 2536.87 O - -MH 11 - - - - INV IN: 2536.50 STA: 1+45.02 �/ I / STA: 1+53.75 INV OUT: 2536.50 2 3 RIM: 2539.82 � I 13 OFF: 704.77 LT 16STA: 1+22.64 INV IN: 2531.62 OFF: o.00 _ INV OUT: 2531.52 _ _ _ SEWER CONSTRUCTION NOTES 0o OS W I I I I 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER MH 10 PER CITY OF MERIDIAN STANDARDS. STA: 1+00 o INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. RIM: 2540.01 2 MATCHLINE � SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND INV IN: 2531.31 _INV OUT: 2531.21 SEE SHEET 24 DIVISION 500 OF THE CITY OF MEDIAIN - - - - - - - - i SUPPLEMENTAL SPECIFICATIONS. I ( -N I (D INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 00 I 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL � 3 I I I SPECIFICATIONS. 00 © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE - - - - - - - FOR SEPARATION. 70 SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD DWG S1. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 24 w 2548 2548 27 w(j Kz O 0 �Ld O Na- o N a0 p M- NU-) �� N�� 22 23 22 �a O M �� ao OO.4NCV MOjMN �a ± EX. GRADE + LnN Of N-0 @ SEWER Nz00 _ 28 29 _= Q » r �� N �ZZ = Q �» - - - - - - - - - - - - - - - - Z- - - - - - - - - - - - - - - - - - - - - Y -- z U w0 z C) 2544 2544 N zm KEY MAP w< NOTE: N.T.S. N 0-0 o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO PROP. GRADE BACK OF CURB, BACK OF HEADWALL, OR CENTER OF ® SEWER PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z w� r 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = �¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W wU) LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A� le 12" PVC RAMP. L 8w �INV: STA: 2+10.26 3. REFER TO SHEET 03 OF THESE PLANSFOR ooU O 536.41 HORIZONTAL CONTROL LINE AND CURVE DATA. LzQ moo 2540 z 2540 60)z< z o�z z oXza 0 0 Ldo GRAPHIC SCALE IN FEET 0 0 10 20 40 NORTH ,o V)w= U �mF'w ONE N M L()0 � a O x�r LLJ o F-m z z zQ cn BRODY SQUARE moza a LIJ N 0 0 V)z 2536 /x aZ W 283 LF MH-MH OF 2536 Ln� � 8" PVC © OF40% w 40% UTILITY PLAN & PROFILE I w a O Z L'i LLB=� a �LnLQ = MERIDIAN, ID >� o �z U o I g ELn��NH aKiom ey >>> Horn O / W0 z 0 x0p Q Q,,z © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m U I a z 950 Bannock Street, Suite 1100 O Ca o Ljm 2532 2532 Boise, Idaho 83702 208 297-2885 N o X Z" DESIGNED DRAWN CHECKED m=o o�FSS�� N S�N�/,�� ITC ITC TR B N 0 0�0 811 . Q� 10 F� SCALE (H): 1"=20' o 3w `kq� SCALE (V): 1"=2' w 2 XUZ m o 2530 2530 Know � so re you dig. PPI � o DATE: SHEET NO. w CALL 2 BUSINESS DAYS u 1° 13 2020 W !0~LU 1+00 2+00 �9 P� >O Zp IN ADVANCE BEFORE N PROJECT NO. �� z C)Ln w o YOU DIG,GRADE,OR x 8 m EXCAVATE FOR THE 291015009 0_L'o z UNDERGROUND a¢ MEMBER UTILITIES(TIES w =V) DWG. NAME X F-0 5009-UT.dw of 34 shts WATER CONSTRUCTION NOTES I I I I I STA: 4+36.56 1 1 RIM: 2541.86 MH 13 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN 3 INV IN: 2532.86 STA: 5+72.65 3 PAVED AREAS PER CITY OF MERIDIAN STANDARDS. INV BLOCK 1 INV IN: 2532.86 RIM: 25 6 INV OUT: 2542.54 ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF I I 5 I 4 I 1 I MERIDIAN STD DWG W1 & W2.7 6 3 2 1 1 ❑3 I 1 C° ~ c co � _ I _j I INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF O J O J O J p J O J O _j p _j o _j o _j o _ o o _ MERIDIAN STD DWG W1 & W3.00 — O C60 00 Np C�60 N0 00� 0Q 0O O 0 � 0 � O LO 00 0 + Ln � Ln 00 L 0 00 00 NLO + + + + + + 6 + (6 + 6 + M + 6 + Il.. I © INSTALL FIR E H YDRANT PER CITY OF MERIDIAN STD N N-) N M n DWG W8 & W9. II< Q Q <I Q Q Q a a a I— L_ I.— LL. I— � H L I— INSTALL 8„ GATE VALVE PER CITY OF MERIDIAN ST DN 1 0 o n o Cn o n o U) 0 Cn lo V) on o CA Cn Cn 0 Cn o 2 2 1 2 3 I 2 I 2 3 I 2 7 I 2 3 I 2 12 I DWG W1 1. ❑7 INSTALL 8" x 8" x 8" TEE. 12 INSTALL 2" BLOW—OFF ASSEMBLY FOR FUTURE WATER — I MAIN EXTENSION PER CITY OF MERIDIAN STD DWG — - - - - - - - - - - — - - - - - W1 3. W `O c\n 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 8„W � „W 8" 8"W ..W 8"W 8"W 8»W 8"W 8"W 0 W 1 238' 0 6 1 124' W 3+00 m m 4+00 00 8"s z 8"s 8"s 8"s 8"s 8"s $" W WA P O O T S Ts I = 1 222' W WAPOOT ST \0e �p 1 87' 37' 1 1 54 Cn — 3.1 — 1 00 16 STA: 4+52.56 BLOCK 5 BLOCK 3 / OFF: 0.00' 11 9 4 STA: 4+67.08 OFF: 31.19'RT I SEWER CONSTRUCTION NOTES 6 INSTALL 8 PVC SDR35 SEWER LINE. 3 MIN COVER I MATCHLINE SEE SHEET 27 PER CITY OF MERIDIAN STANDARDS. (D INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. 1 I I SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND l DIVISION 500 OF THE CITY OF MEDIAIN I I 20 I 10 SUPPLEMENTAL SPECIFICATIONS. I 1 Ir 00 1 1 I I I I 6 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 1 1 I 1 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL 1 I I 1 I I SPECIFICATIONS. I I 1 I — — — — — ao i AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 0 I—TTT oco 25 26 0 0 0 0co NN 24 w O �_0 ,Ln MLnND Ln Ln .. w 2548 + N N Q ..0 2548 :2 Cn w r << _ � �> » w0 EX. GRADE cn m z z z 22 23 ® SEWER — — — — 22 �< / — — — — — — — — — — — — — — — — _ 26 29 r — 0w — — Y r Lj w0 Z r KEY MAP w �> 2544 PROP. GRADE 2544 N SEWER N.T.S. o NOTE:w� w 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a o BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �w N c� PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. W Ld 06 z 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = V)_ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w ~�of Z 12" PVC ;o LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L STA: 2+10.26 RAMP. o rvi� f INV: 536.41 3. REFER TO SHEET 03 OF THESE PLANS FOR a o i HORIZONTAL CONTROL LINE AND CURVE DATA. mo0 2540 2540 � Iwn z 6a,Za o O0�z CD n z< z z N o GRAPHIC SCALE IN FEET 0 �MFFLj 0 10 20 40 NORTH to ONE UOwY a OXOr F-CD 3 L0 136 LF OF 8" PVC © 0.60% z z0 < za Of I _o m o Za 283 LF MH—MH OF 8' PVC © 0.40% r o�v�� 2536 283 LF MH—MH OF N L"a Z 8" PVC C�? 0.40% 2536 0 N�Z_ UTILITY PLAN & PROFILE :3 L 6 1 w a W N Li z �LnLQ J W MERIDIAN, ID E�wZ = W�� U ��LQLKiom ey >>> Horn Nr Q LU / 00 Z 0 x 00 W Q o or U) © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m Q�z� O I a w /rn�z 950 Bannock Street, Suite 1100 0 a o off 2532 2532 Boise, Idaho 83702 208 297-2885 N o X 00 DESIGNED DRAWN CHECKED m=o o�FSS�� N S�N�/,�� 17 ITC TR B N 0 0�0 8�' o Q� O F� SCALE (H): 1"=20' o 3w SCALE (V): 1"=2' w xwZ =Q 2530 2530 �,�rsbelow PPROVE DATE: SHEET N0. m o Call before you dig. 1 2 0 W �O r w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 W 0 2+00 3+00 4+00 5+00 q P >O Zp IN ADVANCE BEFORE N PROJECT N0. �� z O Ln w o YOU DIG,GRADE,OR x 8 g EXCAVATE FOR THE 291015009 MARKING OF a-L'o z UNDERGROUND a¢ MEMBER UTILITIES(TIES w =0 DWG. NAME x to 5009—UT.dw of 34 shtsa. WATER CONSTRUCTION NOTES I 11 STA: 0+69.49 i i I I I I II I I 1 I _ OFF: 26.75'LT ❑ INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN I I PAVED AREAS PER CITY OF MERIDIAN STANDARDS. I , / 3 STA:1 0+75 BLOCK I 3 �0 2 INSTALL 3 4" SINGLE WATER SERVICE PER CITY OF I I / RIM: 2540.25 I INV OUT: 2535.13 14 15 16 17 18 19 20 N I ❑ MERIDIAN STD DWG W1 & W2. I I 3 oi- o oi- o oi- oi- 10 oi- o o I INSTALL 3 4" DOUBLE WATER SERVICE PER CITY OF OJ OJ LOB � 0 -1 O - 0 _j O � 0 _j � - MERIDIAN STD DWG W1 & W3. coo 40 000 cd0 0 L(jO 40 � 0 oi0 00 � 0 Ln L "' o I LO O0 0LO � Ln (DL � L � � (0 � � � Ln0 CO co �+ O + + Q; + + HQ LL�w + + + + + + 6 + INSTALL FIR E H YDRANT PER CITY OF MERIDIAN STD 0 N N — DWG W8 & W9. Q Q Q Q Q LL. H li � Lw H Lw � Lw H Lw H Lw I-- Lw H Lw ILL. F.- Lw n O n o Cn o n o Cn o n o n o Cn o n o Cn o 00 cn o INSTALL 4» WATER METER CONNECTION PER MERIDIAN \� �I 6 I 2 I ❑3 2 I ❑2 2 I 2 I 3❑ 2 I 2 I ❑3 2 I I STD DWG W4 WITH REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBPA). BACKFLOW DEVICE SHALL BE Oo I APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF / vi I ENVIRONMENTAL QUALITY AND THE CITY OF MERIDIAN O, WATER DEPARTMENT. 00 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO L j ® ;n I j Lo co MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. LU cn LLI �p Q Oo 2 cA 2 � L� 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR U) 1+100 2+00 200' 1 3 0 O°, I 4+00 194' 1 �� +00 U6 I TO MAINTAIN 1.5' OF SEPARATION PER IDEQ LLU O 8 8 $ 8 S 8 S 0 8 S 8 S 8 S LwLI O ❑ I I STANDARDS. WHERE VERTICAL REALIGNMENT IS ® o NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 LLU ° — — - m — LLL] - I I DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR z 1 439 N BRODYAVE O z -°00, I OF OUTSIDE OF CROSSING PIPE. 8"w 8"w "w 8"w 8"w 8"w "w 8"w 8" 8"w — — o 00, OD / � \ MH 12 � � L J L J L J L J L J L J STA: 5+31.19 RIM: 2541.86 SEWER CONSTRUCTION NOTES I I I I I I INV IN: 2532.86 / I I 2 I 17 2 3 I 2 4 1 2 3 2 I 2 1 3 I 2 I i 3 I ;'2 INV IN: 2532.86 10INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER o o o 0 o o o 0 o o o o o INV OUT: 2532.76 PER CITY OF MERIDIAN STANDARDS. ao I O � O � O � O O � O � O � O O � 0 � O 0 � O Ln � oo 0 0 0 � 0 � 0 0 0 � 0 Lri 0 r•-i 0 r6 0 rri 0 r- LO 0 0 N Ln 00 0 r- LO O Ln N Ln N O r- � N In 00 0 r- 0 N In 00 0 r- �, + a; + co + 0i + � `n `n `n `n I I INSTALL 4 SANITARY SEWER SERVICE C� 2.0 MIN. 0 ro - ro ro ro N N N ro N ro N ro ro r7 ,.o M ro K) r7 ro I SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND a U- Q L� a � a LL- < L Q � a LL a LL Q L� a LL a LL Q L� a LL DIVISION 500 OF THE CITY OF MEDIAIN n0 I no no no I U) o cno cno no no I no Ino I n0 I n0 no I n0 I SUPPLEMENTAL SPECIFICATIONS. C0 2 I 3 I 4 I 5 I MH 21 I 7 I I 8 I 9 I 10 I 3� INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION STA: 3+00 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL BLOCK 5 RIM: 2540.95 3 I SPECIFICATIONS. INV IN: 2533.78 I I © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE INV OUT: 2533.78 I FOR SEPARATION. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 2548 2548 2 r 26 24 w V) 27 w() Kz O n 0 �~ 0 a ace 00� Of V) co co N 22 23 22 �a 0 OON N� �0 2544 O Oo N 2544 O �r7 + LoN NH z � N �ro N Z z o 28 29 �w oNN + ONE EX. GRADE = ~ �zzz oY Noc)"�i . N � N-0 @ SEWER � cnE- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - KEY MAP - - - - - - - - - - - - - - - - - - - N.T.S. n z I� NOTE: o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO �� BACK OF CURB, BACK OF HEADWALL, OR CENTER OF �w PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. wm 2540 PROP. GRADE 2540 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �_ © SEWER STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U U) LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L oZ RAMP. o 3. REFER TO SHEET 03 OF THESE PLANS FOR J o i o HORIZONTAL CONTROL LINE AND CURVE DATA. moo Lo m °0) z 12" PVC CDoZQ_ STA: 1+15.13 z a 0 "�� io INV: 2536.85 O N o * GRAPHIC SCALE IN FEET i s r 0 10 20 40 �_ to -0 N 2536 C`' 2536 on a O xom N d �z z o,�w z LU 0 LL] BRODY SQUARE ~V)~ 225 LF OF = ir N I z< 8" PVC © 0.60% i _o '^ 000a0 vJ -1 w UTILITY PLAN & PROFILE V)C :30 231 LF OF 8 PVC @ 0.40% i wa W tZ =it a �LnL= Lu MERIDIAN ID s E xL"Q z , o i 2532 = 2532 • S EIL F- Ln�NH im a >> orn O / w� Q 2 0 x 00 Q o rz N © 2020 KIMLEY-HORN AND ASSOCIATES, INC. m Q z§i U � a w /rn-,z 950 Bannock Street, Suite 1100 0 Ca 0 Ljm Boise, Idaho 83702 208 297-2885 v00, o X 00 DESIGNED DRAWN CHECKED m=o o��SS�o E NS�N�/,�� ITC ITC TR B N 0 0�0 811 . Q� O F� SCALE (H): 1"=20' o 3w `kq� SCALE (V): 1"=2' w 2 xwZ _¢ 2528Krxyw rsbebw PP 'l/E DATE: SHEET N0. m o Call before you dig. 1 20 o W �O~w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 W 0 1+00 2+00 3+00 4+00 5+00 q P >O Zp IN ADVANCE BEFORE N PROJECT N0. �� z C)�w YOU DIG,GRADE,OR x g EXCAVATE FOR THE 291015009 O_L'o z UNDERGROUND a¢ /w rn a MEMBER UTILITIES(TIES w =V) DWG. NAME X F-0 5009-UT. of 34 shts WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. 3r I I I ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF 10 1 11 1 12 1 13 1 - MERIDIAN STD DWG W1 & W2. I 00 3 I BLOCK 3 1 I ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF N CO J I � J O J I N J Ln J 0) J J Cfl J 1. 0 0 '0 N o of o r; '0 �; _0 �; O I MERIDIAN STD DWG W1 & W3. 00 0 o O o rn Ln N Ln Ln O Ln r7 Ln cfl Ln w + ci w + ci + ci + + vi + of + + a; © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD I m � � m � � � M NM Nr7 r7r7 Mr7 h7r7 QL� QL� Q � Q � QL� Q � dl� a LL_ � � W DWG W1 1. MATCHLINE SEE SHEET 23 n � o � V) o N o V o N o n o o o 0 ❑7 INSTALL 8" x 8" x 8" TEE. 10 I 10 2 1 3 2 I 2 1 3 2 1 I rM oo Q 1 20' 1 19' 1 I I I 1 4 ('2O I 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. < LL_ STA: 0+82.35 n o ' � I to 0 12 INSTALL 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER BLOCK 2 OFF: 17.63'RT 2 4 MH 05 \ XO ��: \ 0') 16 00 m 3 MAIN EXTENSION PER CITY OF MERIDIAN STD DWG CO STA: 1+00 ® O 1 2\ - - - - - - - - - - - - - - - - - - - - W1 3. N: 4591.71 W 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO RIM: 2541.27 3 \ � � � 1 7 E: 8895.39 INV IN: 2530.06 �5 - V - W 1 RIM: 2538.75 INV OUT: 2530.06 \ - = I MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. » .. » » » r. INV IN: 2538.38 \\ 8W 8W 8W I 8W 8 8W - INV OUT: 2538.38 STA: 1+12.24 �, � 1 - W p OFF: 22.16'RT 3 \ \ r I/�/APGA T - 1 252 - 1 - _ W 2+00 �� ' m CO ..� 1 3+00 �� 8"S - - - _ 8"S 4 (LLj S CO S sS sS s 1 5 CO 1 1 253' I � n 2+ ------- CO U 3 - _ 11_ 6 - - - - - - N - - - - - - - - - - - - o MH 07 STA: 4+33.14 RIM: 2541.31 28.30' L J L J L J L J L J L J INV IN: 2531.59 INV IN: 2531.59 SEWER CONSTRUCTION NOTES INV OUT: 2531.49 1 2 3 1 2 3 1 2 1 2 2 1 2 3 1 2 1 2 1 3 2 1 O1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER cfl m O N _ n O - O � m I- Ln I- in Ln Ln I- Ln Ln o N c0 ao Ln C° N oo ao oo ao ao a7 I PER CITY OF MERIDIAN STANDARDS. Ln N r7 cfl 'n O cd o o aoLn Ln ,� ,� I to O2 INSTALL 4 SANITARY SEWER SERVICE ® 2.0 MIN. c� rn co c� N N r7 N 00 3 I SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND r Lri r cn ai + + ai + + ai + + + ai + 00 O O N N N N N a a L Q � a Q Q � a a 00 DIVISION 500 OF THE CITY OF MEDIAIN w I- LL w I- w � w I- LL I- w I- LL I- LL_ z -i z LL w I z l;i z I z Lei I cn 0 N o l V) 0 co o 1 00 1 cn o I (n o N 0 I SUPPLEMENTAL SPECIFICATIONS. I I I CO CO 1 9 I 10 1 11 1 12 1 13 1 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 6 7 O8 N: 4590.81 o N: 4585.81 MH 06 I - 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL E: 8994.46 7 7 E: 8996.51 STA: 1+42.20 BLOCK 2 SPECIFICATIONS. RIM: 2535.19 RIM: 2535.78 3 RIM: 2541.41 I I O7 SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD INV IN: 2534.83 INV IN: 2535.41 INV IN: 2530.33 I I DWG S1. I I INV OUT: 2534.83 INV OUT: 2535.41 INV OUT: 2530.23 I I I AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 O O 24 0 co N ,'I o 0 00) 27 CD w cj 2548 N o , I M 2548 Z N O Ln CV r7 N r7 In o nN �Ln i I �nn �N ELd + nN LO H O ± NNj / I + NNI- z CD o .. 0 PROP. GRADE O z z 0 as in N „� Z r N 0 > >> 22 23 22 coLd o _ F- � V) Frzz // I SEWER = a - 30 � V) Frzz I � N EZ ZZ a / ~ / I z UO_ EX. GRADE 28 29 OJ - - _ _ _ I ® SEWER Y ~ - - - - - - - - - - - - - - - - - - - - - - - U z I Z �� 2544 - - - - - - - - - - - - 2544 KEY MAP pJ Q in Lc wJ * NOTE: N.T.S. N 0-0 w 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO O BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 0w 0 PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z Ld 0D z 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U)¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y oZ * RAMP. F }� 3. REFER TO SHEET 03 OF THESE PLANS FOR o HORIZONTAL CONTROL LINE AND CURVE DATA. 0 2540 2540 Ln i w z 6�z o S�z z 0Ln?a a N GRAPHIC SCALE IN FEET 0 o i s} 0 10 20 40 NORTH �rn�w N U) 0 co W J I- L as O xo} W o �m �z z 3a �o z ¢ o zQ BRODY SQUARE m Q w N o��0 2536 W 2536 Ir � zo U' UTILITY PLAN & PROFILE in c: :3 - i waUj �0 O� O o= 291 LF OF 8" PVC ® 0.40% _ a �"'~~ 42 LF OF J MERIDIAN, ID xwQ L3F O 8" P @ 0 o. a o�'a�O0 o � Kiom ey >>> Horn x00 v"N W F-a§i 0)0, K I V I I Y ORN AN1) ASSOC n I: S; I\C. m /c11 9`,0 :oonock S�rcc�, SJ,, 1'00, O c 0 wM 2532 2532 Boise, laaho 83702 208 297-i'H8H5 z o in U O Vl o x W0 DESIGNED DRAWN CHECKED m o 0 o��SS,� N S�N� � ITC ITC TR B 0 0�o �� Q� O F� SCALE (H): 1"=20' 0 o Ln 3,,, ��% NOT SCALE (V): 1"=2' W o "=Q 2530 2530 Krow below. PPROVE DATE: SHEET NO. m o CaII before you dig. 1 2 lJ O w �O~w CALL 2 BUSINESS DAYS Z u 1 0 13 2020 0 1+00 2+00 3+00 4+00 q PIr >O Zp IN ADVANCE BEFORE ^ N PROJECT N0. Q z O Ln w[ YOU DIG,GRADE,OR C V x m EXCAVATE FOR THE 291015009 8:1 a-Li o z UNDERGROUND W =vs DWG. NAME a /Lv Ln a MEMBER UTILITIES w x�0 5009-UT.dw 10f 34 shtsa. WATER CONSTRUCTION NOTES Ell 1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN I I I I I I I PAVED AREAS PER CITY OF MERIDIAN STANDARDS. I I I 1 I o I— ❑2 INSTALL 3/4" SINGLE WATER SERVICE PER CITY OF I I o z 13 13 ozow /� MERIDIAN STD DWG W1 & W2. I I / 00 Li-1 0 � I I I / I 1 Ln � + I ` / — — ❑3 INSTALL 3/4" DOUBLE WATER SERVICE PER CITY OF I I co N 1 � 0 o — / / MERIDIAN STD DWG W1 & W3. I I I00 � � J a J 0-1Q 0 \ 0) '�+ 00Q Q c~n = N o / 4 INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD I I MATCHLINE SEE SHEET 28 Q � `� � � � � MH 14 � DWG W8 & w9. u LL_0 o � �� STA: 0+75 I O 6 INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD 0 4 — — — — — — — o z �7 \ RIM: 2540.23 I ❑ DWG W1 1. I � L INV OUT: 2535.13 7 INSTALL 8" x 8" x 8" TEE. MH 08 I MH 09 w m _ - - - - _ ❑ STA: 0+43.50 / STA: 2+80 3 BLOCK 2 I I BLOCK 3 3 RIM: 2541.86 / I INV OUT: 2532.10 14 I I STA- 1+85.17 9 RIM: 2540.86 I I I \ 16 OFF: 0.00' INV OUT: 2533.81 � N ❑ °° 12 INSTALL 2" BLOW—OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN STD DWG — — — — — — 1 - - - 38 I — oovo.voao — — — — — W13. 1 0 _ 1 54 �� W 16 WATER LINE SEWER MAIN CROSSING. CONTRACTOR TO = MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 1+00 129' 1 2+00 111' 1 3+00 0 00 C/) O 899S 899S 899S 0 899S 8" O I I I LL] O 18 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO 1 a' \ — — _ Uj MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. m � LLJ 1 145' 6 N BRODYAVE o 1 195' 1 33' z 8„W 8„W 8„W 8„W 8„W 8„W 8„W 89 89 J 8, I = - - - I - 23 1 L J 12 MATCHLINE SEE SHEET 22SEWER CONSTRUCTION NOTES ol2 I 2 3 I 7 T00 I 2 3 I 2 \ / I 18 2 I 0 N I— o INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER + (6 ao 0 o 0 o 0 co I \ / r� 0 of PER CITY OF MERIDIAN STANDARDS. 0 Cr o Cr 0 Of o Cr 0 Cr co Of — _ o0 0 0 QI� 0i0 � 0 00 � 0 �ri0 00 � 0 u� oo I N �� I C0 `nrn Ln n `nLO Ln 00o `n `n o C0 I + (D + 1-i (D INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. cn 01 + ai + + ai + + cfl + pi + ai + + a' I o o r7 o r7 � ,0 r N � N ,0 r� 1� I o '� SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND I aI� Q � Q Q Q Q � Q � I � L � � DIVISION 500 OF THE CITY OF MEDIAIN I u) o c~n o 1 � 0 cn 0 1 00 Cn 0 1 cn o c~n o 1 cn o I I � 0 Cn o I SUPPLEMENTAL SPECIFICATIONS. 1 1 STA: 1 M 9,117 1 3 1 4 1 5 I 6 1 1 1 1 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION RIM: 2541.31 3 I I 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL INV IN: 2531.59 BLOCK 4 SPECIFICATIONS. INV IN: 2531.59 I INV OUT: 2531.49 00 UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON 0 0 o SHEET 01. o � o In co ro o rn ro �� rn rn� 2544 + P�L' Lq 0 00 2544 25r' j 26 � 0L rMMN OEM O 0 0 �� O CpL + 1n N N = Q �> � � NZZ� (70ON � Cn �z + LO 24 PROP. GRADE _ ~ z z z O N N O SEWER :2 cn _ < �> 27 �Z � cn �z oLd L _ 1 _ w0 — — — — — — — — — — N d< 22 a - - - - - - - - - - - _ _ 23 22 2540 EX. GRADE — — — — — — — — 2540 ® SEWER z 28 29 UD � I r 0w OJ jE Y H W O- Ill Z 0� o KEY MAP w ry 0 N.T.S. o L' (6 z NOTE: N o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a� 0 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. z wm 2536 :2 2536 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA �_ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U U) * LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y L o� RAMP. o }� 3. REFER TO SHEET 03 OF THESE PLANS FOR o i HORIZONTAL CONTROL LINE AND CURVE DATA. moo m I w� z 6a,Za o D�z z NCD x Z @ 2 0p% ZO a N o LF OF 8„ PVC GRAPHIC SCALE IN FEET 0 1 >r 111 0 10 20 40 = 0�Y 2532 126 LF OF 8" PVC @ 0.40% 2532 O`n 0 ",m o z z o I (mzQ BRODY SQUARE ir 1 _o V) OO ao ir %Ln zo UTILITY PLAN & PROFILE C: :3 - 1 wa W =rlj it a �L6LQ MERIDIAN, ID o i 2528 2528 S �LKiom ey >>> Horn O NH / 00 z 0 x0p Q Q z © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U I a /rn�z 950 Bannock Street, Suite 1100 0 a 0 0H Boise, Idaho 83702 208 297-2885 N o X 00 DESIGNED DRAWN CHECKED m=o o��SS�r E NS�N�/,�� ITC ITC TR B N 0 0�0 8�' o Q� O F_p SCALE (H): 1"=20' o 3w SCALE (V): 1"=2' w 2 XUZ m Q= 2524 2524 Know whars below. PPROVE DATE: SHEET N0. H J 0 i o w Call before you dig. 1 2 o W �00~w 1+00 2+00 CALL 2 BUSINESS DAYS �,9 P`Z` u 1 0 13 2020 W >O Zp IN ADVANCE BEFORE N PROJECT N0. �� z C)Ln w 0 YOU DIG,GRADE,OR x 8 g EXCAVATE FOR THE 291015009 MARKING OF a-L'o z UNDERGROUND a¢ /w rn a MEMBER UTILITIES(TIES a. =0 DWG. NAME x to 5009—UT.dw of 34 shts IRRIGATION CONSTRUCTION NOTES INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 6" TEE. INSTALL 4" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. INSTALL 6" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. II i i I I I i I - - - - I INSTALL 4" BEND(S). 1 I III I I I I I INSTALL 6" BEND(S). III I I I I I I I I 11 INSTALL 3/4" PRESSURE IRRIGATION SERVICE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03005. III I I I o I I I I 12 INSTALL P.C.0 THRUST BLOCK PER SETTLER'S 1 i I IIII I I - IRRIGATION DISTRICT DWG NO PIRR03006. U' I 13 INSTALL 6"X4" REDUCER. 0 - - - - I 14 INSTALL 4" WATER METER CONNECTION PER MERIDIAN MATCHLINE SEE SHEET 31 STD DWG W4 WITH REDUCED PRESSURE BACKFLOW I IIII I I ASSEMBLY (RPBPA). BACKFLOW DEVICE SHALL BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF IIII �°C 1 I I 14 ENVIRONMENTAL QUALITY AND THE CITY OF MERIDIAN 1 i IIII MATCHLINE SEE SHEET 31 1 i I I 3.00 BLOCK 3 WATER DEPARTMENT. (SEE UTILITY PLANS) III I I I I I I 12 8 6 I MATCHLINE SEE SHEET 31 15 INSTALL AIRVENT PER SETTLER'S IRRIGATION DISTRICT II I I I I I I o DWG NO PIRR3003. IIII I I 20 I I I I o� 13 12 4 100LF 6"PVC 16 INSTALL 2" BLOWOFF ASSEMBLY PER SETTLER'S I ' I IIII I 11 BLOCK 1 I 11 13.00' I I 11 - - , ' 6 8 12 4 12 71 IRRIGATION DISTRICT DWG NO PIRR03004. �4 � 12 7 5 I 1 8 1 �7 1/2 _ - - 2 51 LF 6"PVC SEE PROFILE 17 IIII _ PIRR - - _ BLOCK 3 \v FF: 2541.00 1 3 ��PROPERTY ON SHEET 33. INSTALL MAINLINE DRAIN PER SETTLER'S IRRIGATION 107LF 4"PVC ' ! SUMP: 2532.50 22 52LF 6"PVC I BLOCK 5 LINE DISTRICTI DWG NO PIRR03001. I I • „ - - PIRR - - / INV OUT: 2533.50 - - - - 18 SEE SHEET 34 FOR POND CONSTRUCTION. i IIII 22 48LF 4 PVC / i 5 7 12 / / � 37LF 12 PVC / � I MH-8 I ` i / 11 RIM: 2542.23 ' MH I51 ° 11 21 S5W 0 7 12 SELF CLEANING SCREEN i 4 12 I INV IN: 2537.45 19 INSTALL 4'X4' IRRIGATION BOX PER DETAIL ON SHEET RIM: 2541.38 / / I RIM: 2534.583 21 5LF 6"PVC, 2 > 20 INV IN: 2537.45 34. INV IN: 2537.05 20 47 SEE PROFILE /� NV IN: 2533.50 �\ `, _ \ � (D I INV IN: 2537.45 R/W ON SHEET 32. / i 11LF 6 PVC INV OUT: 2537.37 20 INSTALL PERCAST CONCRETE IRRIGATION MANHOLE INV OUT: 2537.05 - - - - / 14 J I PER ISPWC SD-611 OR APPROVED EQUAL. i _ _ _ _ BOX-6 18 � � I j6 12 / W I l I I 1 \ 12 6 1 g RIM: 2540.97 21 INSTALL CLEARWATER CW1000 30MESH WITH 12" BOX-2 l _� I \ INV OUT: 2537.50 _ - - - - - - - _ FLANGE. Q I RIM: 2540.54 1 g - - I INV OUT: 2537.30 - i 2 \ \_ - / / CONSTRUCT 60 DIAMETER WATERTIGHT WET WELL U 1 i 50LF 6 PVC WITH 6" FLOOR. • - I- � � m DAPHNE ST •p _ _ _ , _ _ _ DAPHNE ST - - i II \ � - - I lV SEE PROFILE 12 6 �_ MH-4 2 ON SHEET 32. UTILITY CROSSING. SEE WATER NOTES ON 2 & 3 ON - _ m RIM: 2542.01 _ SEE PROFILE _ _ _ _ I Q II INV IN: 2535.99 20 SEE PROFILE/ / ON SHEET 33. 1 • SHEET 01. INV OUT: 2535.99 -BOX-5 i I \ ON SHEET 32. - - 15 � � 1 ';O ,,i � ��- 6 11 19 RIM: 2540.40 itI 1 INV OUT: 2537.57 i 12 7 11 16 7 12 m 1 I 12 6 1 M H-7 MH-3 _ _ _ _ _ _ _ _ RIM: 2541.90 11 PIRR PI R 1 RIM: 2542.23 INV IN: 2536.50 20 I 2 r I 1 5 11 20 INV IN: 2537.48 INV OUT: 2536.50 INV IN: 2537.55 IIII ' I 12 5 I 11 11 1 61LF 6"PVC INV OUT: 2537.55 31 i IIIII 1 - 23LF 4"PVC I I I I -_ - � -_ IIIII 1 1 - _107LF 4"PVC_ - I I BLOCK 3 I 7 12 I - - PIRR - - I PIRR = ' - ' - I 1 IIIII 1 4 12 13 47LF 4"PVC 1 12 7 12 5 1 5 12 13 12 4 1 IIIII I� 3 I APN: FEE Z i IIIII I� I 1 5 12 1 4 R0982000020 Ld I IN l l I I i I I I I 1 I 10 I 11 I 12 I 13 w I 1 1000' 30o OfN V)Z - i IIIII `n I 11 1 SEE PROFILE �� i 1 4 = I ON SHEET 33. i I IIIII I SEE PROFILE T- - - - - - Fm J I i ON SHEET 32. -=4 - - 3 �Y o I III zo i IIII = BLOCK 4 - KEY MAP i IIII 25LF 6 P _ wo - - - U z N.T.S. - F zm IIIII I 5 APGAR ST 0° ° 1 �� I� i IIIII 1 I�" - - - - NOTE: N 0-0 Q I i IIIII - - - - - - - - - - - - - \ I Jo 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a V I i IIIII 1 \ I N BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE IIIII 'n UNLESS OTHERWISE SPECIFIED ON PLANS. z V i IIIII 2 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA I I I I I - W STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U i 1 00, LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A�of Z m 6 7 8 9 10 11 12 13 RAMP. Y i IIIII I o 1 � - - 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL Za i IIIII 1 MH-2 - - CONTROL LINE AND CURVE DATA. o= I i IIIII RIM: 2542.98 14 1 m I 11 C' L z i IIIII 1 20 INV IN: 2537.07 1 I z INV OUT: 2537.07 BLOCK 2 5' 33' 5' Z Loz I i IIII I I I i I I I 15 S/W B/C S/W 1 1 � �O-o I GRAPHIC SCALE IN FEET I l U 1 1 I I 11 I I 11 I 17 I 11 I I 11 11 47' 6 8 12 I 0 20 40 80 NORTH to �oN I i R/W y-- y tr - 0 0 om i - PIRR - - - - PER - - - - PIR - - PI R = , 100LF 6"PVC a _ _ _ _ ' _ PIRR _ _ I z 8 12 N�- 12 8 6 2 12 8 I Box-3 BRODY SQUARE Of za o MH-1 PROPERTY LINE 47LF 6"PVC N 0'0 I RIM: 2542.07 APN; 1 g RIM: 2541.43 w of %�� I I i INV OUT: 2538.39 IRRIGATION PLAN n x QQ 20 INV OUT: 2537.16 SO427333500 C w� INV OUT: 2537.16 0 =N I BOX-1 W �oB= 19 RIM: 2542.31 MERIDIAN, ID o Za INV IN: 2537.17 o " I o �� Kiom" ey >>> Horn xw0 oo z a-0a a I I I © 2020 KIMLEY-HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 Ca o Ujm Boise, Idaho 83702 208 297-2885 N o X z" DESIGNED DRAWN CHECKED m=o o�FSS�� N S ,�� ITC ITC TR B N 0 0=0 o Q� O F� SCALE (H): 1"=60' o 3w �� SCALE (V): N/A w om=¢ Knowwharsbelow PP�'l/QE DATE: SHEET N0. o Call before you dig. GO J O O � w 1 2 10 13 2020 W i0)�w >p zoo C IN ADVANCEBEFORE S q P � N PROJECT NO. 30 0 C)L w 0 YOU DIG,GRADE OR z x g EXCAVATE FOR THE 291015009 a-L,o z UNDERGROUND a¢ /w n a MEMBER UTILITIES(TIES w _V) DWG. NAME X�0 1 11 5009-IR.dw of 34 shts IRRIGATION CONSTRUCTION NOTES INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 4" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. INSTALL 6" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. �7 INSTALL 4" BEND(S). INSTALL 6" BEND(S). 11 INSTALL 3/4" PRESSURE IRRIGATION SERVICE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03005. I I I 12 INSTALL P.C.0 THRUST BLOCK PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03006. wl N 17 INSTALL MAINLINE DRAIN PER SETTLER'S IRRIGATION o DISTRICTI DWG NO PIRR03001. C6 I I 19 INSTALL 4'X4' IRRIGATION BOX PER DETAIL ON SHEET ro i PROPERTY LINE 34. I` I I 20 INSTALL PERCAST CONCRETE IRRIGATION MANHOLE I i PER ISPWC SD-611 OR APPROVED EQUAL. — 8 12 — — — - - - - I - - 1 i _ 11 PIRR PIRR,::7 PIRR 01 PIRR IRR PIRR I I 17 0 0 8 12 11 11 11 11 O 11 11 i S89°17'41"E I I I I I I I I I io I I i 25.00' BLOCK 1 I I I I i I II a 3.00, �I i I I 11 l 10 I 9 I 8 l 7 l 6 I 5 I 4 I 3 I 2 I 1 I L LO I r 12 L47L 25LF 6"PVC - 3 - - - v "F 6PVC WAPOOTST i I EX. MH-1 — — RIM: 2540.02 13 _ _ _ INV IN: 2536.60 `o c\n I cn 5.00' II 12 7 — — — — °� 7 12 I 17 11 I 10 I I UTILITY CROSSING. SEE WATER NOTES ON 2 & 3 ON 1 I r I 3.00' 20 I i y � I SHEET 01. I I MH-6 I F II I 22 l RIM: 2541.42 Q 20 INV IN: 2536.64 I 11 I 11 11 l III I INV OUT: 2536.64 I I� 3.00 9 a 1 Iw 2 I I I� l i l 19 I 3.00' Ill 11 I 31 III I I 1500 5' 33, I 5, 11 i i I I I I I i S/W � S/W Z � LO I I III I - - - - I 3 I I I I I 47' 8 o l I III a_ I I I 18 R/W 8 12 Ld I00 i l III I I I l I I 18LF 6"PVC Q — — — — O I � 16 z i I II I I I I I I I I i l 11 I I I — 12 8 00 BOX-4 00 i I II I I I - - - - I 4 I I I I 7 19 RIM: 2542.51 17 I INV OUT: 2539.99 MH g oY i I II l l I 11 I I wo — — — — _ I 20 RIM: 2542.55 KEY MAP Z INV IN: 2539.91 U II I I 17 INV OUT: 2539.91 N.T.S. F Zm U I i i ii I I 5, 33, 5> Ii Ii � I 6S/W�o I APN. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO ' oQ ' II R0982010025 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE II - - - - 11 16 UNLESS OTHERWISE SPECIFIED ON PLANS./SEE PROFILE o 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA w= SECTION LINE ON SHEET 32. STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W � 18 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A a� SEE PROFILEo RAMP. o ON SHEET 3 .6 v) 5 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL 0 � CONTROL LINE AND CURVE DATA.0 =o LZa i I II I I I I I I I I� 15 W Z �ZQ I l l i I 11 I - - - - I I i BLOCK 3 - I - - - - I z I ooN� i I III I 11 GRAPHIC SCALE IN FEET 3.00 1g oQo I I II i BLOCK 1 I I MATCHLINE SEE SHEET 30 0 20 40 8o NORTH to II � I� I I o mo I - I BLOCK 3 l - - - - I o am �' UZ 3 Wz I I MATCHLINE SEE SHEET 30 o 0- :3BRODY SQUARE Of o MATCHLINE SEE SHEET 30 0 a'0aZ I 1 , ' I IRRIGATION PLAN 6�� I I II I I I I o =N a o � rn w I I I I I I I - - PIRR - - `� / / a �ola I I Ij I I I — — PIRR — — //� �, - -� �� I I _ _ I MERIDIAN, ID aoz `QS= � I © ZQO Kiom ey >>> Horn x z 0 a 0 o I 2020 KIMLEY—HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 O c o w� i I / i — — — — Boise, Idaho 83702 208 297-2885 N oX ZO 00 DESIGNED DRAWN CHECKED W __ NAL rn°'=z �� ° Q� Fp F� SCALE H : 1"=40' o 00�� OF�SS\�GENSe�c��F ITC ITC TRB N ( ) 3� SCALE (V): N/A w om=¢ Know whars below. PPROVE DATE: SHEET NO. o Call before you dig. J O O � w 1 2 10 13 2020 W /0)�w >o zoo C IN ADVANCEBEFORE S q P � N PROJECT NO. o C)�w YOU DIG,GRADE OR z 31 I x g EXCAVATE FOR THE 291015009 00 a-L'o z UNDERGROUND DWG. NAME a¢ MARKING OF /w rn a MEMBER UTILITIES w _V) x�0 5009—IR.dw of 34 shtsa. GRAVITY IRRIGATION PROFILE 1 O O o r` o r`o O O � 00OM O O O nj�N O O � .. O O NNE 00� � NNz0 �� N CNN N OCp� — OOCN Z 0+ LO _ I » -L 2544 N " N — N �00 cn �ZZ �NH �> > mc~i) fz = � — M Nz0 LJJ � Cn �zZ �» J g V) FINISHED GRADE @ SD >0 J CL. MAINTAIN MIN. 2' LIJ /\ COVER OVERTOP GIRR. 00 W LU - - --- --- --- - - - - - _ - - _ — — — — — — — — — — — — - - - - - - - - - C/) 2540 LU _ _ _ _ _ _ _ _ —/ - - - - EX. GRADE @ SD CL. > U N 00 CQ 47 LF OF G 12" PVC @ 0.20% 285 LF OF 12" PVC @ 0.20% 253 LF OF 5 LF OF 12" PVC @ 0.20% 2536 12" PVC @ —0.20% � o N Lq 8" PVC SSWR `n 8" PVC WTR STA: 4+94.21 STA: 5+10.21 2534 INV: 2530.96 INV: 2534.68 GRAVITY IRRIGATION PROFILE 1 GRAVITY IRRIGATION PROFILE 2 O O o Ln 0 O r, 00or) 2544 o O ,ri �?r-Ln O �LN p O) N0M + UNH �,n FINISHED GRADE @ SD N N z rn omo N nN CL. MAINTAIN MIN. 2' I Q » LLLL c`r'•i N O N O COVER OVERTOP GIRR. :2 c j Fh Z Z LU + LO N E 2544 X Q .. J ('4 ''O �> mNQ'z (D FINISHED GRADE @ SD �i z � 1-- J a 0 � CL. MAINTAIN MIN. 2' � �>> O Fy U) z z LU COVER OVERTOP GIRR. LLI co p 2540 - - - - - - - - m W - - - - - - - - - - - - - - - - - - - - - - - - - - - POND HWE r�7 _ LLJ /_ _ — \ 2539.50 EX. GRADE @ SD CL. W Z / \ r � ��II \ I 2540 248 LF OF 409 LF OF Z — J I POND HWE =2539.50 18" RCP @ 0.10% » J I / — — �I_ 18 PVC @ 0.10% U / Q = EX. GRADE @ SD CL. I/ UZ o� Q 2536 w w 09 cd ¢¢ w0 8" PVC SSWR 0 8" PVC WTR STA: 1+43.21 �Z STA: 1+27.21 INV: 2530.14 52 LF OF. 2534 INV: 2534.78 PVC @1.91q 0w U J O Y z U w0 Z �� STA: 6+66.79 w zm INV: 2535.00 2534 w� NOTE: o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO D0 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE om GRAVITY IRRIGATION PROFILE 2 GRAVITY IRRIGATION PROFILE 3 UNLESS OTHERWISE SPECIFIED ON PLANS. z w 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = V)¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W FINISHED GRADE @ SD LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y RAMP. L 0Z O CL. MAINTAIN MIN. 2' o o rw o co 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL w Za o �� COVER OVERTOP GIRR. CONTROL LINE AND CURVE DATA. a ° 00 N M 2544 OLd o� �rS��Lq O O Z o iz¢ �N O O I z¢ O �N� O 00 0Lq ¢ �6'`)z FINISHED GRADE @ SD C° Nz0 N ``�� o CD 0Ldo = =I Q >> r� No O N GRAPHIC SCALE IN FEET w LC) CL. MAINTAIN MIN. 2 — r` N N o N COVER OVERTOP GIRR. i + to Ln N 2544 M N N N m 2544 x�w � CnEZZ NoM O 0 � �� 0 10 20 40 Omo} 2 � NZ �� ZZ0 a Q'o LJ � — zozz N a:��p Cf) zz _�N� O O m w `� BRODY SQUARE X Q — - - -- - 01-- og¢o z - - - - - - - - - - - - -- - - 2540 mV) %�zo LLI � o - -- GRAVITY IRRIGATION PROFILES wN N r EX. GRADE @ SD CL. W x- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — l - a ��L= LU I�/ MERIDIAN, ID s cin�� a) x z D Z / ¢ >�w J 2540 2540 ■ o � 0 �~ U 409 LF OF °o 2 o oo Q 18" PVC @ 0.10% „ 44 LF im ey >> orn Z o o� 18 PVC @00.10% @ SD CLDE a� © 2020 KIMLEY—HORN AND ASSOCIATES, INC. w /rn�z 950 Bannock Street, Suite 1100 O Ca 0 Ljm 2536 Boise, Idaho 83702 208 297-2885 N o X Z" DESIGNED DRAWN CHECKED m=o o��SS�oNANSF�ci'�� ITC ITC TR B N LF °'= 10 LF pF 811 . Q� O F� SCALE (H): 1"=20' o 0 0 3' 12" PVC @ 0, �� SCALE (V): 1"=2' w U Lx o m=J 2534 2536 0% 2536 , rsbebw PPROVQE DATE: SHEET N0. o z Call before you dig. COJ O O � w 1 2 10 13 2020 W /0)�w >0 zoo C IN ADVANCEBEFORE S q P � N PROJECT NO. �� ILZI C)Ln w YOU DIG,GRADE OR x g EXCAVATE FOR THE 291015009 00 a-L'o z UNDERGROUND DWG. NAME ¢ /w V)¢ MEMBER UTILITIES a MARKING OF TIES w =V) x�0 5009—IR.dw of 34 shtsa. GRAVITY IRRIGATION PROFILE 4 0 0 o V) o 00LnLq Ld Lq 0 00 Nr- r-Lc) 4 c rr r r O `� FINISHED GRADE @ SD M �0 ON �0 0 ON W o "pro CL. MAINTAIN MIN. 2' M ,�N NH + ,nN N NH J 2544 -� I- N z z o CID "z z z o COVER OVERTOP GIRR. _ < > >> = Q > > >> r70NO gNFEZZZ gNEZZZZ O i o � :�z EX. GRADE ® SD CL. m mcnFy_ _ _\ - - - - - - - - - - - - - - - - - - - - - - - - W I \ �� - - - - - - - — U) - - - - - - — _ - - _ - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - I \� zw ' LU \ \� FINISHED GRADE © SD 0 Z o CL. MAINTAIN MIN. 2' N 2540 EX. GRADE ® SD CL. N c� \ J COVER OVERTOP GIRR. U 2 316 LF OF ~ 12" PVC © 0.78% Q 316 LF OF 12" PVC © 0.27% 38 LF OF 12" PVC ® 0.27% 2536 GRAVITY IRRIGATION PROFILE 4 GRAVITY IRRIGATION PROFILE 5 0 O 0 a, 0 0 o � �rn� oo m 0 0 0 r- 0N�N Dj O � L ro� � �� + ,V)NH 00 zM �n N� �� "-0 O0jN NON � �LnLn �N `_ 0 � .. + �� + LnNNNH v (nof ' N� ONE 00MNZZZ� X a .. 2544 2544 X a = Q > > >> 2544 W o � Fhz mV) Fyz � V) FyzZZZ > EX. GRADE ® SD CL. m cn �_ r- - - I \ I W W — — — — — z w / \ EX. GRADE @ SD CL. (n FINISHED GRADE @ SD oz—W CL. MAINTAIN MIN. 2' C" — _ - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — Z_ COVER OVERTOP GIRR. J U 316 LF OF 2540 2540 2540 12 PVC @ 0.78% - - - - - - - - - - - FINISHED GRADE @ SD POND HWE = 2539.50 Q 10 LF OF CL. MAINTAIN MIN. 2' z w 12" PVC © 0.80% COVER OVERTOP GIRR. N:20 U 18" 188 LF OF PVC @ 0.737. w 10 LF OF �Z 2536 2536 12" PVC © 0.507. 2536 oLd E� o Ln Ld0 8" PVC WTR Q STA: 1+53.50 �z INV: 2534.27 a -z 50 2534 2534 �r �w OJ Y z U w0 Z U F N 0J Q Z M QQ O wJ NOTE: 00 < 0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE 0m UNLESS OTHERWISE SPECIFIED ON PLANS. z w 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = U)¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W �(n LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y 0Z RAMP. o 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL 0 00 CONTROL LINE AND CURVE DATA. W U o0 m wn z O iz¢ O �HZ O I zQ z 6) 0 L10 GRAPHIC SCALE IN FEET o X s} 0 10 20 40 "iow� co wY a 0000�-m o Ow 0 z z o�:2o z BRODY SQUARE I za I o N 0oao %�zo GRAVITY IRRIGATION PROFILES in c�wF I wa W -L 0=a a �Ln'= MERIDIAN, ID j >>wZ o '�ii� 8 0,223Kiom ey >>> Horn �� -xoo v�a 0C N OC- Al , V m /0 :3`,0 :oonock S�rcc�, SLJl c 1'00 O N O a w z c O UM Boise, Iaaho 83702 208 297-i'H8H5 0 o X Z" DESIGNED DRAWN CHECKED w m o0 o��SS,� NS�N�/I ITC ITC TRB 0 0�o �� Q� O F� SCALE (H): 1"=20' 0 O Ln 3w ��% NOT SCALE (V): 1"=2' W om=¢ w,owwbaesbelow PPI VE DATE: SHEET N0. o�- CaII before you dig. 9 w CALL 2 BUSINESS DAYS u 1 0 13 2020Ir >O IN ADVANCE BEFORE PROJECT NO. �I x M a)f YOU O EXCAVATE RETHE N = 291015009 0 a-L,oz UNDERGROUND DWG. NAME /w Ln a MEMBER UTILITIES w x�0 5009—IR.dw of 34 shts a. ' TOP OF POND = VARIES TOP OF POND = VARIES 2540.5 MIN UN—MOWN GRASS MAX. W.L. = 2539.5 UN—MOWN GRASS 2540.5 MIN WATERMAN PRF-15 HYDROSTATIC STAINLESS STEEL BAND �c PRESSURE RELIEF VALVE. TO SEAL BOOT TO VALVE. IRRIGATION BOX RIM ELEVATION SET AT POND HIGH WATER. / LINER BOOT 20 MIL. PVC POND LINER LINER 6" SOIL BACKFILL- \ \\ - - - - - - - /� - - - - - - WELD — — — — — — — — — — — — — — \ DISCHARGE PIPE. SEE PLAN/PROFILE A• \\\ � FOR INVERT & LOCATION. a � � � \\ \ — — — — — — — — — — — — — — pp 4"x3.0' PERFORATED PVC PIPE 6'x3' WIDE COBBLE APRON UNDER \\ DISCHARGE TO BOTTOM OF POND. 6'x3' WIDE COBBLE APRON UNDER DISCHARGE TO BOTTOM OF POND. Q a� a O p a� 2.5'x4.0' SUMP 0 20 MIL. PVC LINER 20 MIL. PVC LINER a p Q POROUS MEDIUM (GRAVEL) POND BOTTOM — WIDTH VARIES p a a pp a HYDROSTATIC / p 6" SOIL BACKFILL OVER LINER 6" SOIL BACKFILL OVER LINER PRESSURE RELEASE / .� a a VALVE. BOTTOM OF POND/TOP OF COBBLE ELEV = 2532.5 RIVER COBBLE DETAIL 2 IRRIGATION POND HYDROSTATIC DETAIL 1 PRESSURE RELEASE VALVE IRRIGATION POND A ® ® A N 0o - - 24" - - CENTERLINE STATIONING STRUCTURE CONTROL POINT (CENTER OF BOX) 6" 48" 6" PLAN FOUR Y2"X4" ANCHOR EXPANDED METAL LID (59"X59") BOLTS WITH WASHERS V) W U a_ �Z SEE PLAN FOR PIPE `V INVERTS, SIZES, AND W0 Of N LOCATIONS.d� a V) 6" 48" 6" r a —z 30 SECTION A-A r 4'x4' IRRIGATION BOX DETAIL Y r Lj w0 Z OF W 0 Z J r p] Q aQ 0 W NOTE: o0 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO �� BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE om UNLESS OTHERWISE SPECIFIED ON PLANS. z w 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA = V)¢ STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. W U V) LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y oZ RAMP. o 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL 0 00 CONTROL LINE AND CURVE DATA. W U 00 m w n z 0 iza O �r0 0 I zQ 0 N0 0 N� K CD w O O xU Xffi r ,n W J to N V)M W Y d O O r m O Owz z a 0�0 z Q BRODY SQUARE N 0 0< %xzo POND & IRRIGATION DETAILS I wa W a ��Q MERIDIAN, ID '>>>Wz ■ O aF u'�� ' im a >> orn W r Z 0 X N 00 Q Q za © 2020 KIMLEY—HORN AND ASSOCIATES, INC. m U I W Z 950 Bannock Street, Suite 1100 O Ca 0 Ljm Boise, Idaho 83702 208 297-2885 0 o X 0Ln 00=o0 DESIGNED DRAWN CHECKED OF�SS\ ,EENSFONAL �c��F ITC ITC TRB N 0 0�o 811 . Q� O F� SCALE (H): 1"=40' o 0 wW `kq� SCALE (V): N A w om=¢ Knowwharsbelow PP�VQE DATE: SHEET N0. o Call before you dig. J O O r W 1 2 10 13 2020 W �0) w >OO z0 C IN ADVANCEBEFORE S q P � N PROJECT NO. �/� 0 C)Ln w 0 YOU DIG,GRADE OR `•r z I X�g EXCAVATE FOR THE 291015009 MARKING OF a-L'o z UNDERGROUND a¢ /w o a MEMBER UTILITIES(TIES w = DWG. NAME X F-0 5009—IR.dw of 34 shtsa.