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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Thursday, February 11, 2021 9:15 AM To:Charlene Way Subject:Development Application Transmittals - Jocelyn Park Subdivision No. 2 FP-2020-0020 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Jocelyn Park Subdivision No. 2 FP-2020-0020 Hearing Date: March 2nd Assigned Planner: Joseph Dodson 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 Hearing Date: March 2, 2021 Planner: Joseph Dodson File No.: FP-2020-0020 Project Name: Jocelyn Park No. 2 Request: Final plat consisting of 25 building lots and 1 common lot on 3.26 acres of land in the R- 8 zoning district, by Erickson Civil. Location: The site is located on the south side of W.Victory Road, approximately 1/4 mile west of S. Meridian Road, in the NW 1/4 of the NE 1/4 of Section 25, Township 3N.,Range 1 W. December 211h,2020 Honorable Mayor and City Council City of Meridian 33 E. Broadway Ave. Meridian, Idaho 83642 RE: Jocelyn Park Subdivision No.2—Final Plat Application Dear Mayor and Council, As representative for Hayden Homes Idaho, LLC, we respectfully request that the City accepts the attached final plat application for the Jocelyn Park Subdivision No. 2. The preliminary plat was approved for this development with 66 single family detached building lots and 7 common lots. This application includes a Phase 1 final plat that was prepared in accordance with the approved preliminary plat for (25) single family detached building lots, and 1 common lot with a total overall project Phase 2 density of 7.67 units per acre on 3.26 acres. No changes are requested from the approved preliminary plat. The property is currently located within City limits and has an R-8 zoning designation. The final plat is prepared in substantial conformance with the approved preliminary plat, and complies with the conditions of approval included in the Findings of Fact and Conclusions of Law for H-2020-0067. The enclosed application, plat, and construction plans have been prepared and submitted in accordance with the requirements and provisions of the UDC and acceptable engineering, architectural and surveying practices, and local standards. The project approval that is currently in place for the development is (H-2020-0067). We look forward to working with you and your staff and request approval of this project. Please feel free to contact me at(208)867-3954 with any questions or concerns Sincerely, r Is o ;Civil,Inc. L Eri so , Project Manager 6213 N.Cloverdale Road,Suite 125 Boise,Idaho 83713 T.208.846.8955, F.208.846.8956 Jocelyn Park P2 Final Plat Calculations Total Phase Area 3.26 acres Buidling Lots 25 Common Lots 1 Phase Gross Density 7.67 UNITS/AC Phase Building Lot Area 113617 SQFT 2.61 AC Phase Net Density 9.58 UNITS/AC Minimum Lot Size 4079 SF Average Lot Size 4545 SF i ADA COUNTY RECORDER Phil McGrane 2020-164567 BOISE IDAHO Pgs=4 NIKOLA OLSON 11/30/2020 03:57 PM ALLIANCE TITLE-BOISE PRODUCTION CENTER $15.00 &16 ALLIANCE TITLE G EscROW WARRANTY DEED Alliance Title&Escrow, LLC Order No.:493780 FOR VALUE RECEIVED IPG Investment LLC,an Idaho Limited Liability Company the grantor(s), do(es)hereby grant,bargain,sell and convey unto Hayden Homes Idaho,LLC,an Idaho Limited Liability Company whose current address is 2464SW Glacier Place Ste. 110 Redmond,OR 97756 the grantee(s), the following described premises, in Ada County, Idaho,TO WIT: A parcel of land being a portion of the Northeast Quarter,Section 25,Township 3 North,Range 1 West,Boise Meridian,Ada county,Idaho,more particularly described as follows: Beginning at an aluminum cap marking the Northwest corner of the Northeast Quarter of the Northeast Quarter,Section 25,Township 3 North,Range 1 West, Boise Meridian,Ada County,Idaho which is the Real Point of Beginning; thence Along the Northerly boundary of the Northwest Quarter of the Northeast Quarter Section 25 North 89°43'11"West,467.00 feet to a point; thence leaving said Northerly boundary South 22000'00"East, 13.00 feet to a point marking a point of curve; thence Southeasterly along a curve to the right 248.25 feet,said curve having a central angle of 16°35'34",a radius of 857.22 feet,tangents of 125.00,and a long chord of 247.38 feet, bearing South 13°42'13" East to a point of ending curve; thence South 05024'26"East 125.99 feet to a point marking a point of curve; thence along a curve to the left 99.12 feet,said curve having a central angle of 18°3534",a radius of 305.45 feet,tangents of 50.00 feet,and a long chord of 98.69 feet,bearing South 14°42'13"East to point ending of curve; thence South 241100100"East 295.00 feet to a point; thence South 00104'50"West 240.00 feet to a point; thence South 31019138"East 365.69 feet to a point; thence South 89°47'16"East 55.00 feet to a point on the Easterly boundary of said Northwest Quarter of the Northeast Quarter,Section 25;thence along said Easterly boundary of Northwest Quarter of the Northeast Quarter,Section 25 South 0°04'50"West 37.95 feet to an iron pin marking the Northwest corner of Lot 14, Block 10,Meridian Heights Subdivision No.3 as filed for record in the office of the Ada County Recorder,Boise, Idaho at Book 62,Pages 6274 and 6275; thence along the boundaries of said Meridian Heights Subdivision No.3 South 89104115"East 207.08 feet to an iron pin; thence North 16136'22" East 36.19 feet to an iron pin; thence North 21147122"West 50.94 feet to an iron pin; thence North 42*41145"West 90.00 feet to an iron pin marking the Westerly corder of Lot 3,said Block 10,Meridian Heights Subdivision No.3 which is also the Southwest corner of Block 10,!Meridian Heights Subdivision No.2 as filed for record in the office of the Ada County Recorder,Boise, Idaho,at Book 41,Pages 3353 and 3354; File No.493780 thence leaving the boundary of Meridian Heights Subdivision No.3 and along the boundary of said Meridian Heights Subdivision No.2 North 00*04150" East 190.00 feet to an iron pin; thence South 890S5'10"East 100.00 feet to an iron pin; thence North 00004'50"East 599.66 feet to an iron pin marking the Northwest corner of Lot 1,Block 9,said Meridian Heights Subdivision No.2; thence leaving said Westerly boundary of Meridian Heights Subdivision No.2 North 75127'20"West 41AI feet to a point; thence North 89°4633"West 197.16 feet to a point on the Westerly boundary of said Northeast Quarter of the Northeast Quarter,Section 25; thence along said Westerly boundary North 00°04'50" East 385.55 feet to the Point of Beginning. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that (s)he is/are the owner(s) in fee simple of said premises; that they are free from all encumbrances Except: Current Year Taxes, conditions, covenants, restrictions, reservations,casements, rights and rights of way,apparent or of record. And that(s)he will warrant and defend the same from all lawful claims whatsoever. Dated: November 23,2020 KPG Investment LLC,an Idaho Limited Liability Company Xichol—a!sA ton,Managing Member Austin Edwards,Managing Member J&Evans,panaging Member State of Florida ss County of On this day of November,2020,before me,the undersigned, a Notary Public in and for said state, personally appeared James Evans known or identified to me to be the Managing Member in the Limited Liability Company known as KPG Investments, LLC,an Idaho Limited Liability Company who executed the foregoing instrument in said LLC name. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notary ublic for the State of Florida s p w. t- ANGEIA D.MAYS Residing at: I l C .f �Gc! .. , Notary Public-State of Florida i � . Commission#GG 956779 Commission Expires: *; 31—�2—�_ �.,oF�,. My Comm.Expires May 31,202a Banded through National Notary Assc. File No.493780 State of Idaho County of ealKfvn. On this 30 day of ,in the year gg,036ore me,the undersigned,a Notary Public in and for said state, personally appeared �". c4 known or identified to me to be the Managing Member in the Limited Liability Company known ds who executed the foregoing instrument in said LLC name. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. AA 11 0, ,.. Sokary Public�for't"he S e o Idaho Residing at: f L I d c r,-,' Z f) Commission Expires: LINDA KAY BOATMAN Notary Public.State of Idaho Commission Number 20203923 My Commissian Expires Oct 8,2026 State of Idaho County of C&I C41 On this day of ,in the yearbefore me,the undersigned,a Notary Public in and for said state, persona ly appeared known or identified to me to be the Managing Member in the Limited Liability Company known as `k'4gy i who executed the foregoing instrument in said LLC name. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. otary Public for thq Stag of1daho Residing at: t J Commission Expires: LINDA KAY BOATMAN Notary Public-state of Idaho Commission Number 20203923 My Commission Expires Oct S, 2026 Legal Description Jocelyn Park Subdivision No. 2 A parcel of land being a portion of the NE %4 of Section 25, T.3N., R.1 W., B.M., City of Meridian, Ada County, Idaho, and a parcel previously dedicated as public right-of-way per the Plat of Meridian Heights No. 2 Subdivision, as shown in Book 41 of Plats on Pages 3353 and 3354, records of Ada County, Idaho, and being more particularly described as follows: Commencing at an Aluminum Cap monument marking the NE corner of the NW %4 of the NE '/4 (E 1/16 corner) of said Section 25, from which an Aluminum Cap monument marking the NW corner of the NE '/4 of said Section bears North 89020'48" West a distance of 1319.53 feet; Thence South 89°21'45" East along the north boundary of the NE %4 of said NE '/4 a distance of 237.27 feet to a point; Thence leaving said boundary South 0°26'03" West a distance of 460.88 feet to an angle point on the easterly boundary of Jocelyn Park Subdivision No. 1, as shown in Book_ of Plats on Pages through , records of Ada County, Idaho, said point also being on the westerly boundary of said Meridian Heights No. 2 Subdivision, and the POINT OF BEGINNING; Thence along said westerly subdivision boundary and the extension thereof South 0°26'03" West (formerly South 0004'50" West) a distance of 574.15 feet to the southwesterly corner of Lot 9, Block 9 of said Meridian Heights No. 2 Subdivision; Thence leaving said westerly boundary North 89033'57" West a distance of 81.00 feet to a point of curvature; Thence a distance of 11.59 feet along the arc of a 19.00 foot radius curve right, said curve having a central angle of 34°56'47" and a long chord bearing North 72005'33" West a distance of 11.41 feet to a point; Thence North 0025'17" East a distance of 8.30 feet to a point; Thence North 70018'38" West a distance of 8.34 feet to a point on a curve; Thence a distance of 3.04 feet along the arc of a 19.00 foot radius non-tangent curve right, said curve having a central angle of 9°09'34" and a long chord bearing North 4°09'29" West a distance of 3.03 feet to an angle point on the easterly boundary of said Jocelyn Park Subdivision No. 1; Thence along said easterly boundary the following courses and distances: Thence North 89°33'20" West a distance of 47.00 feet to a point; Thence North 0025'17" East a distance of 2.47 feet to a point; Thence North 89032'00" West a distance of 99.50 feet to a point; Thence North 0025'17" East a distance of 372.57 feet to a point; Thence North 22059'01" West a distance of 99.07 feet to a point; l.a-n--ri�bItjfip11 Jocelyn Park Subdivision No.2 Q_ of 2 Land surveying and Consulting Job No.2 Page 1 of 2 Thence North 40014'57" East a distance of 98.42 feet to a point; Thence North 64033'25" East a distance of 76.26 feet to a point; Thence North 89010'29" East a distance of 23.31 feet to a point; Thence South 81°25'03" East a distance of 132.35 feet to the POINT OF BEGINNING. Said parcel containing 3.27 acres, more or less. L T No S Clinton W. Hansen, PLS o Land Solutions, PC a 11118 0 December 14, 2020 � o 1��9TF OF �co ON W NP arJ ADIUt j011 Jocelyn Park Subdivision No.2 /-"-"Land Sunieying and Consulting Job No.2 Page 2 of of 2 2 AFFIDAVIT OF LEGAL INTEREST 0;%4Gar� STATE OF HWI&M ) COUNTY OF A4'*A ) Vgch0A VS Hayden Homes Idaho, LLC 1406 N. Main St., Suite 109 I, , Meridian (name) Idaho (address) (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: Erickson Civil, Inc. 6213 N. CLoverdale Rd. Ste 125, Boise, ID 83713 (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend ghd 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). fD� day e�e,M�¢r Dated this y of � 20 20 (Signa ure) SUBSCRIBED AND SWORN to before me the day and year first above written. ' ,� ? n she��.O.c i+Pl ,r e (Notary Public for 14a4w) �'�GfXI OFF'ICFAL STAMP Residing at: ICE e,SCVIU �S KIMBERLY DIANE GUTHRIE NOTARY PUBLIC-OREGGN coMMlssloN NO.98792e My Commission Expires: o '� MY COMMISSION EXPIRES MAY 20,2023 (Rev 05/29/20) Bonnie Layton From: Austin Edwards <austin@kinterraproperties.com> Sent: Monday,June 1, 2020 12:09 PM To: Bonnie Layton Subject: Fwd:Jocelyn Park Subdivision Name Reservation Attachments: image002.png Hey Bonnie, See the email thread below for the name reservation with the county.Jarron sent it to Matt and I but didn't include you as a recipient. ---------- Forwarded message--------- From:Jarron Langston <iarronlangston@gmail.com> Date: Mon,Jun 1, 2020 at 12:05 PM Subject: Fwd:Jocelyn Park Subdivision Name Reservation To: Matt Munger<MMunger@whpacific.com> Cc: Austin Edwards<austin@kinterraproperties.com>, Nick Hampton <nicka ham pton@gmail.com>,Truman Mathews <tmathews@epicdevelopmentco.com> Matt, See email below and confirmation from the County for the Reservation of Jocelyn Park Subdivision name. Thanks Jarron Langston Land Development & Commercial Leasing BOISE, IDAHO C: 208-724-6239 jarronlangston@gmail.com Check out Boise!!! https://youtu.be/XRhGeau8RIE https://youtu.be/VkdPMIEXx5s ---------- Forwarded message--------- From:Jarron Langston <iarronlangston@gmail.com> Date:Thu,Aug 9, 2018 at 12:15 PM Subject: Fwd:Jocelyn Park Subdivision Name Reservation To: Stan Mchutchison <stlomc@aol.com> Cc: Charles Mathews<cmathews@arcb.com>,Truman Mathews<tmathews@nvstarinc.com>, William Mathews <wmathews@arcb.com> i Stan, See below email from the county.Jocelyn Park Subdivision name is reserved. Thanks Jarron ---------- Forwarded message--------- From: Sub Name Mail <subnamemail@adaweb.net> Date:Thu,Aug 9, 2018 at 11:35 AM Subject:Jocelyn Park Subdivision Name Reservation To:Jarron Langston <jarronlangston@gmail.com> CC: Richard Gray [rgray.cls@gmail.com] <rgray.cls@gmail.com> August 9, 2018 Jarron Langston Richard Gray, Compass Land Surveying RE: Subdivision Name Reservation: JOCELYN PARK SUBDIVISION At your request, I will reserve the name Jocelyn Park Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re-used by someone else. Sincerely, 2 Jerry L. Hastings, PLS 5359 County Surveyor j' Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 208)287-7912 office (208)287-7909 fax From: Jarron Langston [ma ilto:iarronlangston@g mail.com] Sent: Monday, August 06, 2018 2:45 PM To: Sub Name Mail Subject: Jocelyn Park Subdivision Name Good afternoon! We are going with the name :Jocelyn Park Surveyor will be Richard Gray with Compass Land Surveying. I checked the name against the list and didn't have any conflict. Please confirm it's availailbty and that it's been reserved.We are looking to submit application the end of this week. Thanks Jarron Langston Commercial Leasing and Development BOISE, IDAHO C: 208-724-6239 iarronlangstonORmail.com Check out Boise!!! https://youtu.be/XRhGeau8RIE 3 https://youtu.be/ykdPM0EXx5s On Wed,Jul 25, 2018 at 9:15 AM, Sub Name Mail <subnamemail@adaweb.net>wrote: Primary name Echo has been used as well. The primary name is the first word. Please do searches on the primary name here: https://adacounty.id.gov/Development-Services/Surveying-Division/Subdivision-Search Glen Smallwood Surveying Technician i s Ada County Development Services 200 W. Front St., Boise, ID 83702 208) 287-7926 office (208) 287-7909 fax From: Jarron Langston [mai Ito:jarronlangston@gmail.com] Sent: Wednesday, July 25, 2018 8:53 AM To:Sub Name Mail Subject: Re: Dry Valley Ranch Subdivision Name Good morning! We would like to reserve the name "Echo Canyon". Thank you! Jarron On Wed,Jul 25, 2018 at 8:31 AM Sub Name Mail <subnamemail@adaweb.net>wrote: Neither is available. From: Jarron Langston [ma ilto:iarronlangston g mail.com] Sent: Tuesday, July 24, 2018 9:42 AM To: Sub Name Mail Subject: Re: Dry Valley Ranch Subdivision Name Good morning! Is Meadow Valley Ranch Available or just Meadow Valley? Thanks 4 Jarron On Thu,Jul 19, 2018 at 11:41 AM Sub Name Mail <subnamemail@adaweb.net>wrote: Jarron; The primary name has been used and is not available Please select another name. Glen Smallwood Surveying Technician x Ada County Development Services 200 W. Front St., Boise, ID 83702 208) 287-7926 office 208) 287-7909 fax From: Jarron Langston [mai Ito:iarronlangston@gmail.com] Sent: Friday, July 13, 2018 1:27 PM To: Sub Name Mail Subject: Dry Valley Ranch Subdivision Name Good afternoon! We would like to reserve the name Dry Valley Ranch For the infill Development we are doing on the two below parcels: Please confirm it's availability. 2018 Property Details for Parcel S1225120700 [2018 V] [Change Year] [Need Help? Email the Appraiser Assigned to this Parcel] [Print View] Details Valuation Tax Districts Taxes Characteristics 5 Sketch Parcel: S1225120700 Year: 2018 Parcel Status:Active in 2018 Primary Owner: BISSJOHN Zone Code: R-8 Total Acres: 8.1 [View Interactive Map of this Parcel] Tax Code Area: 03 Instrument Number: 2014101199 Property Description: PAR 110700 OF NW41\1E4 SEC 25 3N 1W [View 2018 Assessment Notice] Address: S MERIDIAN RD MERIDIAN , ID 83642 Subdivision: 3N 1 W 25 Land Group Type: SECT Township/Range/Section: 3N 1 W25 2018 Property Details for Parcel S1225110300 [2018 V] [Change Year] [Need Help? Email the Appraiser Assigned to this Parcel] [Print View] Details Valuation Tax Districts Taxes Characteristics Sketch 6 Parcel: S1225110300 Year: 2018 Parcel Status:Active in 2018 Primary Owner: BISS JOHN Zone Code: R-8 Total Acres:4.557 [View Interactive Map of this Parcel] Tax Code Area: 03 Instrument Number: 2014101199 Property Description: PAR#110300 OF NE4 SEC 25 3N 1W #110030-B [View 2018 Assessment Notice] Address: S MERIDIAN RD MERIDIAN , ID 83642 Subdivision: 3N 1W 25 Land Group Type: SECT Township/Range/Section: 3N1 W25 Jarron Langston Commercial Leasing and Development Commercial Real Estate BOISE, IDAHO C: 208-724-6239 jarronlangston@gmail.com Check out Boise!!! https://youtu.be/XRhGeau8RIE https://voutu.be/VkdPMffiEXx5s Jarron Langston Commercial Leasing and Development Commercial Real Estate BOISE, IDAHO C: 208-724-6239 iarronlangston@gmail.com Check out Boise!!! 7 https://voutu.be/XRhGeau8RIE,,'P' https://youtu.be/ykdPM0EXx5s Austin Edwards, PE, Partner Kinterra Property Group (208) 871-7038 8 Ross Erickson From: noreply@meridiancity.org Sent: Thursday, December 17, 2020 11:54 AM To: Ross Erickson;tricks@meridiancity.org; rbeecroft@meridiancity.org Subject: Address Verification Complete Address verification is complete for record LDAV-2020-0787 Project:Jocelyn Park Subdivision No. 1 & No. 2 Parcel(s): S1225120700 Lot: null Block: null Subdivision: 3N 1W 25 S1225110300 Lot: null Block: null Subdivision: 3N 1W 25 Comments: Hi Ross, I think there may have been a typo in your parcel verification request. One of your requested parcels was 512251100300. I think you had one too many zeros so I did verification for 51225110300. Let me know if that's incorrect. -Ryan City of Meridian 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208-888-4433 www.meridiancity.org 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. i Ross Erickson From: Jessica Moran <jmoran@adacounty.id.gov> on behalf of Street NameMail <streetnamemail@adacounty.id.gov> Sent: Tuesday, December 15, 2020 8:20 AM To: Ross Erickson; Street NameMail Subject: RE:Jocelyn Park P1 & P2 Corrected Plats (Final Review) Hi Ross, I don't think it's necessary to send out a revised plat at this time. I believe all if not most of the proposed streets will be approved, so once these two reviews are wrapped up,you just have to make those changes and there will be no need for you to resubmit. If Cabin Creek is approved, I will make sure to reserve that as the name to replace Lone Pine. Please let me know if you have any questions. Thanks, Jessica From: Ross Erickson <ross@ericksoncivil.com> Sent:Tuesday, December 15, 2020 7:59 AM To:Jessica Moran <jmoran@adacounty.id.gov>; Street NameMail <streetnamemail@adacounty.id.gov> Subject: [EXTERNAL] FW:Jocelyn Park P1 & P2 Corrected Plats (Final Review) CAUTION:This email originated from outside Ada County email servers. Do not click on links or open attachments unless you recognize the sender and know the content is safe.Verify the sender by mouse-hovering over their display name in order to see the sender's full email address and confirm it is not suspicious. If you are unsure an email is safe, please report the email by using the Thish Alert' button in Outlook. HI Jessica—Please use the attached final plats for the final street name evaluation instead of the plats sent=yesterday afternoon—I missed the Lone Pine name change to Cabin Creek on the P2 plat. Sorry about that. Thanks, RE Urvv#4ulf nvr q/IVH Huff nvr q f P lylAtq f 1 9546#21W aryhugdcbi#rgZ7xRiM58 Er1h/11gdkrt 6:46 F 153;1;9:16<87 W153;1;791;<88 I153;1;791;<89 urwC huYnvrgf_Vbf rip z z z 1huYnvrgf1ybfrp 9hufnvrgf1/bfr1p ` From: Ross Erickson Sent: Monday, December 14, 2020 4:51 PM To:Jessica Moran <jmoran@adacounty.id.gov> Subject:Jocelyn Park P1 & P2 Corrected Plats (Final Review) 1 Hi Jessica—I've attached the revised final plats that include the corrected street names for Jocelyn Park Sub. No. 1 & No. 2. Will you please process the "Final Review"for both of these subdivisions. Thanks, RE Urvv#3ulf nvrq/}rDH Hulf nvrgfF lyl?Ugf 1 9546#Q 1W acyhtgd(h4JgZ7x1h#158 Erlh/j[gdkr#;6:46 F 153;1;9:16<87 WJ53;1;791;<88 I153;1;791;<89 irv)C huYnvrcrf 1r13f rp z z z 11uYnvrcrf)J1z1frA #hu1Envraf1i13fr1D ` 2 JOCELYN PARK SUBDIVISION NO . 2 BOOK , PAGE LOCATED IN THE NE 1 /4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 CP&F INST. NO. 2019-115455 CP&F INST. NO. CP&F INST. NO. LEGEND �_A BASIS OF BEARING 9018193 2019-015472 1/4 _ _ N89'20'48"W 1319.53' _ E 1/16 _ _ S89'21'45"E 1320.00' - 24 19 25 W. VICTORY RD -®- 237.27' - �- 1082.73' 25 30 ® FOUND ALUMINUM CAP MONUMENT • FOUND 1/2" REBAR, PLS 11118 ® FOUND 5/8" REBAR, PLS 11118 OR AS NOTED Z SET 1/2" REBAR WITH PLS 11118 UNPLATTED o PLASTIC CAP WATKINS DRAIN EASEMENT, INSTR. 0 " Ld 00 "' w SET 5/8" REBAR WITH PLS 11118 L No 9259521 ® PLASTIC CAP 27' FARR LATERAL EASEMENT, INST. o 30' NO. 9259521 N ❑ CALCULATED POINT, NOT SET JOCELYN PARK SUBDIVISION N0. 1 - - - - SECTION LINE BOOK , PAGES __________I- - - - - - - CENTER LINE \ PUBLIC UTILITY, PRESSURE IRRIGATION L1 S8125'03" & LOT DRAINAGE EASEMENT LINE - 53.3s E 132.35 SEE NOTES 1 &2 / N6 29.02' 49.94 POINT OF BLOCK 3 BEGINNING OTHER EASEMENT AS NOTED \� 38 SURVEY TIE LINE \ �0 (0 °�� '�' 35 sa (-:1501- o `°h SUBDIVISION BOUNDARY LINE 6314 sf 6476 sf zti o ��,� / LOT LINE Cg- ADJACENT PROPERTY LINE \� Olt /O� �� / �U-> (SO'0450"W) DATA OF RECORD Lo N 6258 sf� 34 39 18 LOT NUMBER � 0' 40' 80' 160' n 2 � � R, 10' 0 r' S88'03'44"E ' _ ,n 6586 sf SCALE: 1" = 80' \ o o �\ 90.36 �; •� 33 o �z 4211 sf -73.05 to _188'31�4"E o o �� 40 4162 sf m 7 ��- 908 9' 32 \� S89'34'43"E �., NOTES 20.7-t -S89'32'00"E 23.5' 23.5' of 41 100.08' o z Ld I _ 410J sf _ N a 9.3 99.55 S89'34'4YE a Q 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,JOCELYN PARK SUBDIVISION 30' WATKINS DRAIN EASEMENT CD 4079 sf 31 0 ^ w -- HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET. S DR. N0. SEMEN 1 � S4079 00"E of 42 100.0T �o M o z o THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 4103 sf o o p 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC 10' a m w 0 99.50 b S89'34'43E N o UTILITIES,JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) 0 J - o M FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION 4079 sf 30 a 100.06' L6 n S89'32'00'E of 43 4102 sf o BOUNDARY. Z BLOCK 3 I N r 99 55 - cq _j �� S89 3443E �`r 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE N zo �� M �_ 4079 sf 29 0 � m _ _ RE-SUBDIVISON. o U BLOCK 3 > S8932'00'E- ,, 44 100.05' 0 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE �0 15' JOCELYN PARK HOMEOWNERS L2 m I w Q � 4102 sf � � ASSOCIATION PRESSURE SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED m = 4079 sf 99.50' C9 L SH'34'43'E N 49 N o BLOCK 3 28 oCD _ =" IRRIGATION EASEMENT FOR ASSESSMENTS FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT. a N �L S8932'00"E Z N b 100.04' �0 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING N70°18 38 W a a o - I of 45 4102 sf REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. 8.34' } Z oI 99.50' b I S89*34'43"EA IT 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS NO°25'17"E Uj o YI �L S89'32'00"E �� 0 46 100.4079 sf -03' �o SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 8 30' C1 o - cl O 4101 sf �_ 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER 00 � 99.55 S89,�' 4'43"E J� ELEVATION. W. WINNEPEG ST. 0 4079 sf 2s o - S89'32'00"E _CDo� 100.03' 0 0' 8. LOT 37, BLOCK 3 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY THE JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION of 47 r 4101 sf o OR ITS ASSIGNS. SAID LOT IS COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND JOCELYN PARK SUBDIVISION - 99.50T _ S8n4'43"E cD 0 4079 sf 25 o I _ 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION, 48 DETAIL f S89'32'00'E- I of 100.02' ! AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED N.T.S. � 4100 sf CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 0\\ oo�\ 99.5 24 b S8934'4YE `r (1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED • \4079 sf 100 - -.01' PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT 49 -� OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. L3 L2 N O�fSEE 4DETAI 9°3200W L 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS N8 \ 99.50' O FND 1/2', REPLACED INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. / \ ^ �'Aj N89°33'57"W 11. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS cV^yam ^ ^y�cb 81'00' W WINNIPEG ST. INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. _ MERIDIAN HEIGHTS N0. 2 SUBDIVISION 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR JOCELYN PARK SUBDIVISION =oc�,h�� ^� BOOK 41, NO.2, RECORDED AS INSTRUMENT NO. - RECORDS OF ADA COUNTY, IDAHO. p O� PAGES 3353-3354 CURVE TABLE � MERIDIAN HEIGHTS NO. 3 SUBDIVISION BOOK 62, PAGES 6274-6275 CURVE # LENGTH RADIUS DELTA BEARING CHORD JOCELYN PARK SUBDIVISION NO. 1 BOOK PAGES C1 11.59' 19.00' 34'56'47' N72'05'33"W 11.41' \ `ONNLLA/VDs C2 3.04' 19.00' 9'09'34" N4'09'29"W 3.03' 4�5tGASTFR�. C3 19.45' 20.50' 54'21'13" S2735'54"W 18.73' O C4 29.88' 55.00' 31'07'21" N39'12'50"E 29.51' CLINTON W. HANSEN a 1 1. 1 18 C5 47.88' 55.00' 4952'51" N117'16"W 46.38' PLS 11118 N j, �� _ �j 9rF OF C6 34.15' 55.00' 35'34'43" N44'01'03"W 33.61' LINE TABLE N W• N0- - C7 9.83' 55.00' 10'14'40" N66'55'44"W 9.82' LINE # LENGTH BEARING C8 35.65' 55.00' 37*08'12" S89'22'49"W 35.03' C9 34.50' 55.00' 35'56'36" S52'50'25"W 33.94' L1 23.31' N89'10'29"E SURVEYOR'S NARRATIVE Lan o t im ns C10 31.61' 55.00' 32 L2 23.50' N89'33'20"W55'51" S18'24'12"W 31.18' THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED C11 53.63' 55.00' 55 '12" S25'59'50"E 51.53' L3 23.50' N89'33'20"W TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED Land Surveying and Consulting '52 SUBDIVISION BOUNDARIES JOCELYN PARK SUBDIVISION NO. 1, MERIDIAN 231 E. 5TH ST., STE. A C12 19.45' 20.50' 54'21'13' N26'45'19"W 18.73' HEIGHTS NO. 2 SUBDIVISION, MERIDIAN HEIGHTS NO. 3 SUBDIVISION, MERIDIAN, ID 83642 INFORMATION FROM RECORD OF SURVEY NUMBERS 2242, 9618, AND CURRENT (208) 288-2040 fax (208) 288-2557 DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING www.landsolutions.biz BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. SHEET 1 OF 3 JOB N0. 20-59 JOCELYN PARK SUBDIVISION NO . 2 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, STATE OF IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF JOCELYN PARK SUBDIVISION NO. 2; COUNTY OF S.S. A PARCEL OF LAND BEING A PORTION OF THE NE '/4 OF SECTION 25, T.3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND A PARCEL ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND PREVIOUSLY DEDICATED AS PUBLIC RIGHT-OF-WAY PER THE PLAT OF MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AS SHOWN IN BOOK 41 OF PLATS ON FOR SAID STATE PERSONALLY APPEARED , KNOWN OR PAGES 3353 AND 3354, RECORDS OF ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PRESENTED TO ME TO BE A MANAGER OF CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY, COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NE CORNER OF THE NW '/4 OF THE NE '/4 (E 1/16 CORNER) OF SAID SECTION 25, FROM THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO WHICH AN ALUMINUM CAP MONUMENT MARKING THE NW CORNER OF THE NE '/ OF SAID SECTION BEARS NORTH 89°20'48" WEST A DISTANCE OF 1319.53 ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. FEET; THENCE SOUTH 89°21'45" EAST ALONG THE NORTH BOUNDARY OF THE NE '/4 OF SAID NE '/4 A DISTANCE OF 237.27 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE LEAVING SAID BOUNDARY SOUTH 0°26'03"WEST A DISTANCE OF 460.88 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF JOCELYN PARK SUBDIVISION NO. 1, AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, SAID POINT MY COMMISSION EXPIRES ALSO BEING ON THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AND THE POINT OF BEGINNING; THENCE ALONG SAID WESTERLY SUBDIVISION BOUNDARY AND THE EXTENSION THEREOF SOUTH 0°26'03" WEST (FORMERLY SOUTH 0°04'50" WEST)A RESIDING AT DISTANCE OF 574.15 FEET TO THE SOUTHWESTERLY CORNER OF LOT 9, BLOCK 9 OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION; THENCE LEAVING SAID WESTERLY BOUNDARY NORTH 89°33'57"WEST A DISTANCE OF 81.00 FEET TO A POINT OF CURVATURE; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE A DISTANCE OF 11.59 FEET ALONG THE ARC OF A 19.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 34°56'47"AND A LONG CHORD BEARING NORTH 72°05'33" WEST A DISTANCE OF 11.41 FEET TO A POINT; THENCE NORTH 0°25'17" EAST A DISTANCE OF 8.30 FEET TO A POINT; THENCE NORTH 70°18'38" WEST A DISTANCE OF 8.34 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 3.04 FEET ALONG THE ARC OF A 19.00 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 9°09'34" AND A LONG CHORD BEARING NORTH 4°09'29" WEST A DISTANCE OF 3.03 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF SAID JOCELYN PARK SUBDIVISION NO. 1; THENCE ALONG SAID EASTERLY BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THENCE NORTH 89°33'20" WEST A DISTANCE OF 47.00 FEET TO A POINT; THENCE NORTH 0°25'17" EAST A DISTANCE OF 2.47 FEET TO A POINT; THENCE NORTH 89°32'00" WEST A DISTANCE OF 99.50 FEET TO A POINT; THENCE NORTH 0°25'17" EAST A DISTANCE OF 372.57 FEET TO A POINT; THENCE NORTH 22°59'01" WEST A DISTANCE OF 99.07 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE NORTH 40°14'57" EAST A DISTANCE OF 98.42 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS THENCE NORTH 64°33'25" EAST A DISTANCE OF 76.26 FEET TO A POINT; DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE THENCE NORTH 89°10'29" EAST A DISTANCE OF 23.31 FEET TO A POINT; STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE SOUTH 81°25'03" EAST A DISTANCE OF 132.35 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 3.27 ACRES, MORE OR LESS. \�t�p.L LANpS ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED C2 G�STE,Qc�GAL IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. o� O � THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON CLINTON W. HANSEN o a 1 1 1 18 0 THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC PLS 11118 UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES OF ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. 7i�,O N W. N IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY MANAGER L jr o I i�i o i s 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. 20-59 SHEET 2 OF 3 JOCELYN PARK SUBDIVISION NO . 2 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE 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 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 DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER - MERIDIAN, IDAHO \GNPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 8 0 PLS 11118 N • - ,Po j, 2 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT A TFOF �� 5� THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T01V W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 0 Jr j sA jr C�� Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-59 SHEET 3 OF 3 ADA COUNTY STREET NAME REVIEW Preliminary Plat e Review Date: December 9, 2020 Final Plat Project Name: Jocelyn Park Sub No 02 T/R/S 3N1W25 Parcel Number(s): S1225120700, S1225110300 Project/Plat Applicant: Erickson Civil, Inc. Phone No: 208-846-8955 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT v v v v � 0 o v U 3 v a r- o Proposed Street Names: u Q o V m Comments 1 S GARIBALDI CT X E Use Pl.Change to S Garibaldi PI 2 W WINNEPEG ST X E Correct to Winnipeg 3 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace S GARIBALDI CT with S GARIBALDI PL Replace W WINNEPEG ST with W WINNIPEG ST 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 = e QV 3M i liQ111I PHASE 1 1 ILI 1�1 EP EP Et•�� Y � �3 - 1 - I!STREET LIDHT HI04 ,} t ! E121dSY90.Y9S1 � s 1 TYPE-2 LED FIXTURE I ZWOOT POLE l Efyf 3" — — 1 I " 1s, ` I Legend CONTACT DMINE E L7F3C11r3 TYPE-2 LIGHT POLE,LUMINRIRE.AND JUNCTION BOX 1 l I 1 1 T' -� ' City of Meridian 51-7 Street Light Notes o z PHASE 7 '� r' ' = a ¢ ma 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN j 1 �I I STREET LIGHT 1 ACCORDANCE WITH THE CURRENT VERSION OF TXE ISPWC, Eq E7 Z $, 1 I+, f I X:B96TTt•3701 THE MERIUTAH SUPPLEMENTAL SPECIFICATIONS TO THE W mp TYPE.1 LEp Fp(TURE ISPWC•AND THE NATIONAL ELECTRIC CODE . O I I I 2STOOTPOLE _ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED = �m 1 1 ' A PRIOR TO STARTI NO WORK.USE THE ONLINE CITIZEN a M-3 I -- PORTAL AT LU Z II 1+ HTTPS:?tC ITIZENPORTAL.MERIOIAHC ITY.ORGICITIZENACCESSI } TO OPEN A PERMIT AN REQUEST INSPECTIONS. Y 4 U 1. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE a 9 I I CONCRETE BASE REINFORCIN G.BEDDING,BACKFI Li_AND g I -- -- It FOR THE POLE AND ASSOCIATED WIRING. r - i J0�7 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM ir Iu *'T-S TREED.5'MIN.FROM FIRE HYDRANTS AND 2'MIN.FROM ! / r y __ __ 1 1 WATERMETERS. �p15TFo_ .dn l o V S 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX O 9 LOCATIONS.ATTACH A REDLINE AS BUILT DRAWING OF 1 0 8 1 3 T THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL 1 WORKS MERIDIAN PUBLIC DEPARTMENT T PRIOR TO REQUESTING FINAL `tT•Q�OF, INSPECTION. K ER1LH' fi. CONTACT THE CITY TRANSPORTATION AND UTILITY 0-3 1 STREET 11SVR O COORDINATOR I205}899-5500 FOR QUESTIONS REGARDING I I IN I N:59556T.S748 UTILITY CONFLICTS,OR TO ACCESS LOCKED METER E12453MU-M PEDESTALS. /� - 1 1 27-3 1 1 1 25fDDiPDLE Keyed Notes O -- � 1 1 i I I PHASE 1 I I - 1 1. TYPE-2 LED STREET LIGHT,POLE AND APPURTENANT ITEMS 1 - j - - PER CITY OF MERIDIAN STANDARDS. U-3 r _- 1 1 IV 9 r _ 47-S 1 . t � pR aria 1�, 2S-S I 1 1 1�� 11 TINS I I - ---.STREETLIGHT E = I _j_ 14,05 1A1S2 E 24S725&9568 ' YY ` t ails -tPl - - TYPEd LEO FIXTURE � 6 254OOT PALE - J- 6w s / V11�VANNEPEG ST. ----_----- -- ---- -� I A � .roe r.waER STREET LIGHT PLAN F IDB2100 MIE.rxem 0 4i 80 LLI I s1.E11RI1,uLH peer w SL.'I s @CD W riv > a ; Whitehall D e m d W E Whitehall Street r r (D> r rR I r N 3 r r t m ❑ o m cn i Q> W Maestra Street m _----- � --------t--> -�--- - — -- - - -- -- -------t - y ;pzly pave nz f ot--...._..-- -- -- --f -----.. *..__..-- Cn �o W lo; E Lake Creek Street r -p 07 CID 0 r r � 3 i , (0 'Q r r Ob .E LO m - a m se 9 r 00 Q r r o r r� Pas's�3 U) bo U) o W Orso Drive V > a r �r 0110 ------- *-------- .;�. .� 3N1W24 --�-mac .-- --f------ ------+--------- ------� ' 'Ge r r r r *..-- -- ---3�LtE _... •M-WFortini Street' < IC i r r r r r to r r > O r r t r � V) W WG �.. m v m r alvani p ' r r t r r rive! t r t •6 7 _. r r ----- . � ?d�.t or-----------'— *------'— t^----•_--•— T— Q� -'— - goad W victory r r i � E Victory Road S Ruffian Lane; rn r r t t r >r r r r C r t r r r r r --' —w-• ---- ' - — — ' .......—_—�; -----------' r ..- *------ �-----•------Y------- � APART t..------------.----t-, --••-- r ✓; t r t r r r � t r , r r t r o i � r r S: r r r r r r r r r r r r r r i r r r r �G W Riodosa Drive N C, CD 31\11W25 3N1E30 U) 4- ckfor W Hartack � d '• r � >. Sire r Court m r Z / o o m e0 ' N F D > o �r`r`rP t S/ci/y (D c a all Street i��e Drive ; CD W Blue Downs Street 'aft r , \1A CD This map is made from data copyrighted by Ada C County shall not be liable for ADA COUNTY ASSESSOR inaccuracies s or misuse of this map. Maps Land Records DNsion bearing this disclaimer may be photocopied freely. graphic Information Systems 1 inch - 400 feet However,use in any digital form requires the 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 Street Name Evaluation Response Sheet Subd►visionlJurisdktion: Jocelyn Park Sub No 02 Prelim/Meridian 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 December 91",2020 City of Meridian 33 E. Broadway Ave.,Suite 210 Meridian, Idaho 83642 RE: Jocelyn Park Subdivision No. 2 —Street Centerline Finished Grade in Reference to Highest Established Ground Water Elevation To Whom It May Concern, Please find this letter as certification that the centerline elevations of the proposed streets within the Jocelyn Park Subdivision No.2 are a minimum of three(3)feet above the highest established ground water elevation. Please feel free to contact me at 208.867.3954 if you should have any questions or require any additional information. Sincerely, Erickson-Civil,Inc. FF+ 1 �3 Ross Erickson, P.E. (P 1 -9-2 Project Manager �rf OF ass K ER��o 6213 N.Cloverdale Road,Suite 125 Boise,Idaho 83713 T.208.846.8955, F.208.846.8956 dft Pray fl Boise Dermatology Tacos El R a and Medspa- Dr... R 69 Victory Rd W.VICTORY RD. W Victory Rd Ory Rd E Victory Rd U1 ContenderSl X 1; k dy N Riodosa Dr (n m r7 d � WRiodosa�r N 19 Y � Q 0 0 Y LU < W W Blue Downs St W Blue Downs St uj W'fail Prairie Dr —— PHASE 2 W Buroak or o PROJECT SITE Ak a• o0. y N Oak View or I1 ' d NORTH cn W Harris St W Harris St o_ Rumple Ln VICINITY MAP � V p M Lf) IY co u') Q C)p CV p0 M 2 cp (n U) p cn P — — — — _ N — �N x E ® S 59. 20' 48" E 1319.46' PROPOSED ROAD / I M U- ° 24 o \ WIDENING k / S 59. 20' 48" E 1320.00' I L,°O o WEST VICTORY ROAD 852.35' SCALE p �- - a W.VICTORY RD. S89'20'48"E 467.11' O 24 19 25 _ o — — 'c EP EP EP --�- Ep —� Ep/_� o — 80 0 40 80 160 �_ 12.83' 467.11' IRO PIN C C�; ;ALUMINUM — —-... u, _ -CEP -- ------Ee------� _ — - 1.5" AL. CAP — 3 _ — - �.07' --- — --t7, a sE-----XdHo X� _ i SECTION CORNER 25 30 U) -0 M — — \ o / X 3" ALUMINUM CAP ( FEET ) °' CD 6 452.53' — dH0 XdHO00 — - - - — I \ \ — — — �. \04125 Xs� \ X Xss- CORNER RECORD 3 I w 1 INCH = 80 FT. ch N —I (— ❑� — — — — — —� `�, N0. 114024259 I I I ~I I I M _ ------------------------------_--- 1 °III I I I I I I I I �� -------- � 3;: KODIAK DR \ \ \ I I -------- — \ ��S�pNAL FNci I I I I o f 1 I I III\ I I I I I O CANAL ACCESS ROAD \\ \t m 0� G�ST - - - I— - / - 1 L I I I I I I I I I I I I 1a J 70,704 SF d3 I I- `n Q� /14/202i� I I II I I I I\ I \ I ) RIDENBAUGH CANAL EASEMENT ( z 8625 5' PUBLIC SIDEWALK BLOCK > � Q TEMPORARY TURN AROUND TO BE I I-- \ \ J I 1 I o `�ocuSigned —s s VACATED WHEN ROAD EXTENDS s L_ - - I I I ILNI J I BEAR CREEK STRADA 9 P� /J=3'10'06" 409.37' I I o SUB. _ � I o BELLISSIMA �� 1—'\ — ; w o w w w w w w a I o o SUB ✓t �'3N + ` W.CUMBE�AND DR. � J z sS-� sS sS ss s cn E5B537E89F1542L N � VICTORY RD. r I I �O o — - o 57.54' 33.74' t=�, �a224.00' 40.00' 40.00' ao.00' 40.48' .0 o PROJECT SITE E - - - - - - -I \— III I I I 1 I �mlu I a o 2 N U) � i i ^ I I I f I I I I I I o I a, JOCELYN PARK SUB TIMBERLINE co MERIDIAN = 4,989 � 4,995 � 0 � © q 0 � ® � � � I I � SUB v> I HEIGHTS �- N SF SF ^ 358 S 4,040 4,040 4,040 4,089 i I 47.0' M 3 BUILTMORE SUB - - - 1 48.00' 53.74' co d I ESTATES Q 5. I ; o SUB I � v7 w I1 1 CANAL ACCESS ROAD - - � - - - - LJ 4,650SF 8 BLOCK3 I S - - - M -'" � 6,0805 SF I I S89'26'38"E 197.07' Z5 pg S3,f L - - -� -1 L — - -I - - r- - - - - - - - - - N — I Y 1 � — I ° 100.9,' s 4� I , 197.07' 41. T - ( o 1oa a1' 41 I I I I ' �` \ 4 I - o -I- ,J 4,712 SF , w 0 11 I\ \ - _zso.as'- - 7,899 SF N /\ c o. 4,445 �F Y - \ \ 4,115 SF �Q 10 CO /ry1gy 23.47' S3.21' - - - - -� \ - - - \ zi 4,445 $F ° as.so' w BL OC/ .3 3 �- - �� \ \ I L - - �\ \ \' 4,171 SF �Z $ o� 37 �1 w - - -� - - \ \ I \ \\ \ \ ✓ \� ,o o_ O� �0 12 \R� Iry 36 rn 6,457 SF ^ory 39 Q \� 4,543 SF 6,329 SF 7,238 SF 4,152 SF N � ,� z �078 - ,013 35 19k9?' �t,�ti'S l,�A �y�� U) m 4,132 SF z� 41553 SF 6,261 SF �' s w O 1p814 I 4,648 SF 4,652 SF 90.36' a, o 0 \\ 4,113 SF �' " 0 0 73.04' I N N N O 4,216 SF NOTES: 10 N 15 stt4' yob 41 x o 6 \ \ \\ \ \ o \ \ 4,094 SF 2� ?� 5,253 SF ,, `� 4,1603 SFW. 1) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL HAVE A 10' UTILITY EASEMENT. m � R s U) L=19.04' \ \ \ cn 100.08' 2 ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN. O CD ) w Lu W 4,554 SF N `n z o w 0 < Q _ � 3 ALL WATER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN. w > o Q � \ \ \ \ 4,072 Sr � 5,243 SF M 4,10033 SFLo � 4) DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE AND SUBSURFACE FACILITIES AS APPROVED w >- U ��-\ - \ \� \ \\ \ g9ag 1o1.5s' 9 1oo.oe' x BY THE CITY OF MERIDIAN AND ACHD. w m Q w 0- < p m O — \ `z\ \ �� 4�12 F� J 4,079 SF a c=n o o U Q can Q I \ 1 1 \ \ I \ E1L4��K 2 °;� 17 g 43 0 5) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 \\ K o I CONCERNING IRRIGATION WATER. \ 88.84' 4,451 SF I 9 47.0' 4,103 SF �, tl \ \ \ - - \ I X N 31 0 100.08' 6) SANITARY SEWER SERVICE PROVIDED BY MERIDIAN CITY. +, - \-\- \ ` I o 13 0 1 2' 4,079 SF a a 44 x 7) POTABLE WATER SERVICE PROVIDED BY MERIDIAN CITY. w \Y\ N a 4,000 SF � 0 18 z ~ :� I \ \ ,1 \ \1 i m \ cn 88.87' 4,017 SF 9 cl o 4'1 OOS103 SF 8) LOT 2, BLOCK 1; LOTS 18 & 24, BLOCK 2; LOTS 1,2&24 BLOCK 3: ARE COMMON LOTS TO BE O Q s \ \\ '\ \ A 1 I U) 4,079 SF a OWNED AND MAINTAINED BY THE H.O.A. 1 2 o a- I I \ 1 \ \ \\� \ x (14 0 19 g 45 9) LOT 1, BLOCK 1; IS RIGHT OF WAY TO BE DEDICATED TO ACHD. z +, I 1 \ \ 3 \ 4,002 SF g 4,017 SF y _ 4,103 SF w cn w (/) c Inelf - \ \ \ '\ \ 8s 90 > 1q�. 2' 4,079 SF �' 100.08' = x 10)LOT 2, BLOCK 1; CONTAINS THE RIDENBAUGH CANAL AND ASSOCIATED EASEMENTS. NO Q Q z ENCROACHMENTS WILL BE ALLOWED IN THE EASEMENT WITHOUT A LICENSE AGREEMENT WITH THE U = I I \ p Z \ 15 s vf� o �J o 46 o NAMPA MERIDIAN IRRIGATION DISTRICT. I I 1 \ \ \ z \` \I 4,002 SF z>. � 4,017 SF 9 4,103 SF 11)LOT 2, BLOCK 1;& LOTS 1,2 BLOCK 3 CONTAINS THE FARR LATERAL AND ASSOCIATED EASEMENTS. \ \ m \ sas2' m o 1oo.os' NO WORK WITHIN THE EASEMENT AND OR DITCH WILL BE PERFORMED WITHOUT APPROVAL FROM Ld 0o I \ \ /V \ \ z 4 o x THE FARR LATERAL. \" - w 1 2' 4,079 SF o m \ \ \ '\\ �\ !y\ \\ ti 16 g 4,0171 SF I a 4,103 SF 12)LOTS 48 and 49 BLOCK 3 WILL BE COMBINED AT FINAL PLAT ONCE EXISTING CUL-DE-SAC IS 4,001 SF u 9,,9� 0 100.08' VACATED BY ACHD. I \ i�^ < \ \1 \ \\ 88.95' 1 2' 4,07799 SF 4,010 SF a 4,103 SF \ \ \ \ a a 48 11 �, \\\\ \ \� \� \ 4,005 SF = 92fi, 0 1aa•a6' X PRELIMINARY PLAT DEVELOPMENT FEATURES Q R/W 47'-0$' R/W \ \\ \ \ \ \ i s. 9 �� 9 s I 4,079 SF 0 49 33'-0" 4,004 SF 9 4,103 SF TOTAL ACRES....................................... 12.93 ACRES 0 "- 5'-0" 16'-6" 16'-6" 5'-0" \ \ \ \ \ \ s,• �. S cn TOTAL LOTS......................................... 74 19 0 4,079 SF cn cn p \ \ \ �0 \ 005 SF 9z 89.35'3 5 1 .08' ^ x TOTAL OPEN SPACE............................ 3.93 ACRES 14'-6" 14'-6" \ �. L \ \ \ \I \\\7e 933s ss.5o' r�'i F BUILDING LOTS..................................... 67 O v SLOPE 2% SLOPE 2% -\- ?� O6 7sas' -' I BL3 X DENSITY (GROSS)................................. 5.1 UNITS/Ac. LLJ \ \ !, �A n DENSITY NET..................................... 9.76 UNITS Ac. w / I \\ `; �' c sS sS o W.WINNIPEG ST. 9 EXISTING ZONING.................................. R-8 J O \ \ \ �\\ / / v , 0 �'-0'4p - - - - - - MINIMUM BUILDING LOT SIZE................ 4,000 Sq. Ft. Z W O I L=37.89'1. 45. O W - „ \ \ y 4,9 SF � J � \ \ \ C� I 0 Q J o > 00 z 0 a� m - - \ \ \ // \ \ mod,= 143 SF o 0 x o �� \ _\ \ / //� \�� 5 SF � OWNER APPLICANT SURVEYOR � � ¢Lu o E LOCAL STREET SECTION I \ \ \ I I \ r - - - \ \ \ \\ \ BLOCK 2 n NICK HAMPTON BONNIE LAYTON ROBERT GROMATZKY, PLS > j O a s3' sz2T COOPERATIVE DEVCO, LLP WHPACIFIC WHPACIFIC w U- m N -NTS- \ \� �\ \ \ \ \ \ \ \/ \\ I 917 S. ALLANTE PL. 690 S. INDUSTRY WAY, STE 10 690 S. INDUSTRY WAY, STE 10 �'�/ Q (n U \ \ \ \ / \ \ * � BOISE, ID 83709 MERIDIAN, ID 83642 MERIDIAN, ID 83642 1••` w Y Q O J \ \ \ \ \ \ \ \\ \\� 4 e�S�F (208) 353-0871 (208) 342-5400 (208) 342-5400 Q 51,82277 SF �� 8 z > Q \ \ �\ \�"\ I I EXISTING POND TO BE �, 5— � � \ \ \ \ \ I I PROTECTED G_ Z Q) LL —j 3 O Lr) s? _ _ - - _ N89 8' W 55.20' 70ON PIN r O U H - - -- -•-- ---NO'25'43-F 29.79' .�_ • C PLS 11118�r _ i�^ _ O w O —216 3 — O No'26'24"E 8.31' S�N88'45' 8"W 206.73' �) U 0 > - O � ® z� o O O yn q 4 A MERIDIAf�Q } n HEIGHTS SUB 3 \� w m SHEET NUMBER O 1� Lv A PP-01 o � uu JOCELYN PARK SUBDIVISION NO . 2 BOOK , PAGE LOCATED IN THE NE 1 /4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 CP&F INST. NO. 2019-115455 CP&F INST. NO. CP&F INST. NO. LEGEND �_A BASIS OF BEARING 9018193 2019-015472 1/4 _ _ N89'20'48"W 1319.53' _ E 1/16 _ _ S89'21'45"E 1320.00' - 24 19 25 W. VICTORY RD -®- 237.27' - �- 1082.73' 25 30 ® FOUND ALUMINUM CAP MONUMENT • FOUND 1/2" REBAR, PLS 11118 ® FOUND 5/8" REBAR, PLS 11118 OR AS NOTED Z SET 1/2" REBAR WITH PLS 11118 UNPLATTED o PLASTIC CAP WATKINS DRAIN EASEMENT, INSTR. 0 " Ld 00 "' w SET 5/8" REBAR WITH PLS 11118 L No 9259521 ® PLASTIC CAP 27' FARR LATERAL EASEMENT, INS. o 50' No. 9259521 N ❑ CALCULATED POINT, NOT SET JOCELYN PARK SUBDIVISION N0. 1 - - - - SECTION LINE BOOK , PAGES __________I- - - - - - - CENTER LINE \ PUBLIC UTILITY, PRESSURE IRRIGATION L1 S8125'03" & LOT DRAINAGE EASEMENT LINE - 53.3s E 132.35 SEE NOTES 1 &2 / N6 29.02' 49.94 POINT OF BLOCK 3 BEGINNING OTHER EASEMENT AS NOTED \� 38 SURVEY TIE LINE \7 �0 `0 °�� 0, 35 s (-:1501- o `°h SUBDIVISION BOUNDARY LINE 6314 sf 6476 sf zti o ��,� / LOT LINE Cg- ADJACENT PROPERTY LINE \� Olt /O� �� / �U-> (SO'0450"W) DATA OF RECORD 6258 sf 34 39 M 18 LOT NUMBER 0' 40' 80' 160' 2 o 0 r' '\ S88'03'44"E ��' R,SS, y 10' ,n 6586 sf SCALE: 1" = 80' 90.36�� -S '34'43!E z:A. 33 o �z 4211 sf �73.05 � _188'31�4"E o o 4162 sf I m r1 90•99 32 I � � S893443E 4558 sf cn NOTES 20.7 S89'32'00"E 41100.08Ld . . f 0 _ _ 410J sf N_ a 9.3 99.50 S89'34'43"E = CL Q 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,JOCELYN PARK SUBDIVISION 30' WATKINS DRAIN EASEMENT 4079 sf 31 0 ^ CD w 31 HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN(10)FEET ADJACENT TO ANY PUBLIC STREET. INSTR, NO. 9259521 S89'322'00"E of 42 100. 77' �o M o z o ¢-�. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 4103 sf o o O 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC 10' � a m w 0 99.50 > J S$9'34'4 E N oo a UTILITIES,JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) ) 4079 sf 30 �_ a - U) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION i S89'32'00"E of 43 100.06'4102 sf ro N BOUNDARY. z I I C oo7 -� 99.50 29 0 OI m vL S89 04 4 E �� 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE co o I r) _ 't' 4079 sf O o v _ _ RE-SUBDIVISON. o U N BLOCK 3 > S89'32'00'E- LU of 44 100.05' 0 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE o �0 5' JOCELYN PARK HOMEOWNERS L2 m I w 4102 sf ASSOCIATION PRESSURE SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED m I = I4079 sf 99.50' N L SH'34'41'E N 49 N CO I�LLJo BLOCK 3 28 o_ =" IRRIGATION EASEMENT FOR ASSESSMENTS FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT. a N �L S89'32'00"E Z o 100.04' �0 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING N70°18 38 W a o - I of 45 4102 sf REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. 8.34' } Z oI 99.50' b I S89�'43"E IJ� 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS 4079 sf NO°25'17"E o YI �L S8932'00"E �� 0 46 100.03' �o SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 8 30� C1 o - �_� O 4101 sf o 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER 00 99.50 S89,�' 4'43"E J� ELEVATION. W. WINNEPEG ST. 0 4S9 sf 2s o - S89*32'00"E o o� 100.03' 0 0' 8. LOT 37, BLOCK 3 IS A COMMON LOT TO BE OWNED AND MAINTAINED BY THE JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION C f 47 4107 sf o OR ITS ASSIGNS. SAID LOT IS COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND JOCELYN PARK SUBDIVISION r - v HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. 99.50- _ S89,�' 4'43"E I �_ 4079 sf 25 o I _ 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION, DETAIL 7 S8932'00"E- I 48 100.02' ! AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED of N.T.S. \ � 4100 sf CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 0 \ oo�\ 99.5 24 CDS89'34'4YE `r (1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED • \4079 sf 100 - -.01' PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT 49 -� OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. L3 L2 N O�fSEE 4DETAI st 9°3200W L 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS N8 \ 99.50'/ O FND 1/2', REPLACED INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO.\ ^ �'Aj N89°33'57"W 11. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS ^ cV^ V ^ cb� 81'00' W. WINNIPEG ST. INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. ,^ _ MERIDIAN HEIGHTS N0. 2 SUBDIVISION 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR JOCELYN PARK SUBDIVISION oh�� ^� BOOK 41, NO.2, RECORDED AS INSTRUMENT NO. - RECORDS OF ADA COUNTY, IDAHO. c\, PAGES 3353-3354 CURVE TABLE MERIDIAN HEIGHTS NO. 3 SUBDIVISION BOOK 62, PAGES 6274-6275 CURVE # LENGTH RADIUS DELTA BEARING CHORD JOCELYN PARK SUBDIVISION NO. 1 BOOK PAGES C1 11.59' 19.00' 34'56'47' N72'05'33"W 11.41' \ `ONNLLA/VDs C2 3.04' 19.00' 9'09'34" N4'09'29"W 3.03' 4�5tGISTFR�. � C3 19.45' 20.50' 54'21'13" S2735'54"W 18.73' � CLINTON W. HANSEN CA:a 1 1 1 18 0 C4 29.88' 55.00' 31'07'21" N39'12'50"E 29.51' C5 47.88' 55.00' 49 � 52'51" N117'16"W 46.38' PLS 11118 - �� P� TrF 0 C6 34.15' 55.00' 35'34'43" N44'01'03"W 33.61' LINE TABLE ON W• NP C7 9.83' 55.00' 10'14'40" N66'55'44"W 9.82' LINE # LENGTH BEARING C8 35.65' 55.00' 37*08'12" S89'22'49"W 35.03' C9 34.50' 55.00' 35'56'36" S52'50'25"W 33.94' L1 23.31' N89'10'29"E SURVEYOR'S NARRATIVE Lan o t im ns C10 31.61' 55.00' 32 L2 23.50' N89'33'20"W55'51" S18'24'12"W 31.18' THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED C11 53.63' 55.00' 55 '12" S25'59'50"E 51.53' L3 23.50' N89'33'20"W TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED Land Surveying and Consulting '52 SUBDIVISION BOUNDARIES JOCELYN PARK SUBDIVISION NO. 1, MERIDIAN 231 E. 5TH ST., STE. A C12 19.45' 20.50' 54'21'13' N26'45'19"W 18.73' HEIGHTS NO. 2 SUBDIVISION, MERIDIAN HEIGHTS NO. 3 SUBDIVISION, MERIDIAN, ID 83642 INFORMATION FROM RECORD OF SURVEY NUMBERS 2242, 9618, AND CURRENT (208) 288-2040 fax (208) 288-2557 DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING www.Iandsolutions.biz BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. SHEET 1 OF 3 JOB N0. 20-59 JOCELYN PARK SUBDIVISION NO . 2 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, STATE OF IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF JOCELYN PARK SUBDIVISION NO. 2; COUNTY OF S.S. A PARCEL OF LAND BEING A PORTION OF THE NE '/4 OF SECTION 25, T.3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND A PARCEL ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND PREVIOUSLY DEDICATED AS PUBLIC RIGHT-OF-WAY PER THE PLAT OF MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AS SHOWN IN BOOK 41 OF PLATS ON FOR SAID STATE PERSONALLY APPEARED , KNOWN OR PAGES 3353 AND 3354, RECORDS OF ADA COUNTY, IDAHO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PRESENTED TO ME TO BE A MANAGER OF CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY, COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NE CORNER OF THE NW '/4 OF THE NE '/4 (E 1/16 CORNER) OF SAID SECTION 25, FROM THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO WHICH AN ALUMINUM CAP MONUMENT MARKING THE NW CORNER OF THE NE '/ OF SAID SECTION BEARS NORTH 89°20'48" WEST A DISTANCE OF 1319.53 ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. FEET; THENCE SOUTH 89°21'45" EAST ALONG THE NORTH BOUNDARY OF THE NE '/4 OF SAID NE '/4 A DISTANCE OF 237.27 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE LEAVING SAID BOUNDARY SOUTH 0°26'03"WEST A DISTANCE OF 460.88 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF JOCELYN PARK SUBDIVISION NO. 1, AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, SAID POINT MY COMMISSION EXPIRES ALSO BEING ON THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AND THE POINT OF BEGINNING; THENCE ALONG SAID WESTERLY SUBDIVISION BOUNDARY AND THE EXTENSION THEREOF SOUTH 0°26'03" WEST (FORMERLY SOUTH 0°04'50" WEST)A RESIDING AT DISTANCE OF 574.15 FEET TO THE SOUTHWESTERLY CORNER OF LOT 9, BLOCK 9 OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION; THENCE LEAVING SAID WESTERLY BOUNDARY NORTH 89°33'57"WEST A DISTANCE OF 81.00 FEET TO A POINT OF CURVATURE; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE A DISTANCE OF 11.59 FEET ALONG THE ARC OF A 19.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 34°56'47"AND A LONG CHORD BEARING NORTH 72°05'33" WEST A DISTANCE OF 11.41 FEET TO A POINT; THENCE NORTH 0°25'17" EAST A DISTANCE OF 8.30 FEET TO A POINT; THENCE NORTH 70°18'38" WEST A DISTANCE OF 8.34 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 3.04 FEET ALONG THE ARC OF A 19.00 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 9°09'34" AND A LONG CHORD BEARING NORTH 4°09'29" WEST A DISTANCE OF 3.03 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF SAID JOCELYN PARK SUBDIVISION NO. 1; THENCE ALONG SAID EASTERLY BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THENCE NORTH 89°33'20" WEST A DISTANCE OF 47.00 FEET TO A POINT; THENCE NORTH 0°25'17" EAST A DISTANCE OF 2.47 FEET TO A POINT; THENCE NORTH 89°32'00" WEST A DISTANCE OF 99.50 FEET TO A POINT; THENCE NORTH 0°25'17" EAST A DISTANCE OF 372.57 FEET TO A POINT; THENCE NORTH 22°59'01" WEST A DISTANCE OF 99.07 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE NORTH 40°14'57" EAST A DISTANCE OF 98.42 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS THENCE NORTH 64°33'25" EAST A DISTANCE OF 76.26 FEET TO A POINT; DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE THENCE NORTH 89°10'29" EAST A DISTANCE OF 23.31 FEET TO A POINT; STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE SOUTH 81°25'03" EAST A DISTANCE OF 132.35 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 3.27 ACRES, MORE OR LESS. \�t�p.L LANpS ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED C2 G%STE,Qc�GAL IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. o� O CLINTON W. HANSEN ix O THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON a 1 1 1 18 THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC PLS 11118 Nj, UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES P OF ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. 7i�,O N W. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY MANAGER L jr o I i�i o i s 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. 20-59 SHEET 2 OF 3 JOCELYN PARK SUBDIVISION NO . 2 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE 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 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 DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER — MERIDIAN, IDAHO \0NPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 18 0 N Po 2 PLS 11118 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT /yTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T01V W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 0 Jr j sA jr C�� Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-59 SHEET 3 OF 3 Issue E P EP Description Date 4P E EG I ISSUE 12-15-20 P� 4 I - _ �6 HT OPEN V15ION - 7 3_ VINYL SLAT TOP q� - - - - - FENCE. SEE DjTL 2, THIS SHT (TYi ) �$ I-GP 8' x 2" x 2" GEDAR STAKE, 2 PER TREE. PLANT 5CvHE1:;)JLE GONNEGTIO SET STAKES PARALLEL TO PREVAILING �►11L111iitle f 3 -3 PATHWAY WIND. SEGURE WITH RUBBER GINGH TIES. SYM GOMMON NAME BOTANICAL NAME SIZE �w�� OFi� (TYP) DO NOT PENETRATE ROOTBALL. /I� SEE NOTE 3. rr� 3 8-3 ORNAMENTAL TREES (GLASS 1) V 35-6 GP CAPITAL PEAR PYRUS GALLERYANA 'CAPITAL' 2" GAL BBB S S ROOT GROWN TO BE 1-2" PROPOSED JOCELYN \ I-GP 4" ABOVE FINISH GRADE. PARK NO. I FENCE \ 14'z (TYP) / TRUNK FLARE MUST BE VISIBLE f IN PLANTING BEDS: bS35 ~ I� 5'-O" MIN MULCH AS SPECIFIED. LAWN //�tf�� BRUSH AWAY FROM TRUNK. SOD f�lllill11% \ / FERTILIZER TABS AS SPECIFIED \ -3I / — _-III - = SNIP BASKET 6 OPEN VISION VINYL SLAT TO \ \ \ 2'-0" Mr I I - - I_ TURN BACK BURLAP 1/5. FENGE AROUND COMMON AREAS M \ I=III=III=III- III BAGKFILL W/ TOPSOIL MIX AND GONNEGTION PATHWAYS (TYP). 39-3 -I =III= I, ,III- AS SPEG'D 4 TAMP LOOSELY SEE DTL 2, THIS SHEET. I I II--III III= \ - - IN 4"-6" LIFTS S \ I I 2 x BALL DIA. EXISTING OR PREVIOUS JENSENBELTS PHASE FENGE (TYP). ASSOCIATES s \ NOTES: \ ( I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. Site Planning 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER \1 \\ \\ 33-3 \ \ / - I� PLANTING. IF SYNTHETIC NRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. _ Landscape Architecture 3. STAKING �OF TREES TO BE THE CONTRACTOR S OPTION; HOWEVER THE CONTRACTOR IS 00I NOTE5\ \ / RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN 1509 S. Tell Ln. Ste. 130Boise, Idaho 83706 \ STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF I � / Ph. (208) 343-7175 \ _ 40-3 THE I YEAR WARRANTY PERIOD. I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH GITY OF MERIDIAN CODE. REFER TO - - 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. SHEET L2 - SPEG SECTION 52 ciO 00 - LANDSCAPE SPEGIFIGATIONS. www.jensenbelts.com EXISTING CEDAR I� II FENGE (TYP) - S 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. REFER TO TREE PL_ANTI N6�STAK I NCB it 32-3 M - SHEET L2 - SPEC, SECTION 52 84 00 - IRRIGATION PERFORMANGE SPEGIFIGATIONS. II S NOT TO SCALE 3. LOCATE AND PROTEGT ALL UTILITIES DURING GONSTRUGTION. s 4. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUGTURES, 41 -3 OR FACILITIES. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE S I la- GONSTRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJAGENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXGEED 18" IN DIAMETER. NO s it LAWN SOD TO BE PLANED OVER DRAINAGE SHALE SAND WINDOWS. II 31 _3 I 00 - - - - I S II 5. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSECTIONS. NO GONIFEROUS TREES OR it I SHRUBS OVER 5' HIGH AT MATURITY HILL BE LOCATED WITHIN 516HT TRIANGLE OR AGHD RON. AS TREES it I 42-3 MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE GANOPIES TO MEET AGHD REQUIREMENTS - - - - FOR MAINTAINING GLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. it 0) I RETAININ6 WALL Q it BY OTHERS POST 6' O.G. 6. TREES SHALL BE PLANTED NO GL05ER THAN 50' FROM INTERSEGTION STOP SIGNS. (TYP) s N/ GAP 1 3/4" x 3611 ' J I� 30-3 I M - - - - TOP RAIL 7. LANDSGAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING O s GONSTRUGTION ON THESE LOTS. TREE LOGATIONS MAY BE ALTERED TO AGGOMMODATE DRIVEWAYS AND it I OPEN VERTIGAL UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. SLAT TOP C0 s - - - - M 43-3 �t (80% OPEN VISION) 8. PLANT LIST IS SUBJECT TO SUBSTITUTIONS OF SIMILAR SPEGIES DUE TO PLANT MATERIAL AVAILABILITY. Ia PER MERIDIAN CITY BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST s C D UDG II-3A-7A.7 HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. Q it I 29_3 - - - - V2" x 5y2" cf. THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION IS REQUIRED. Q �0 BOTTOM $ S II I CENTER RAIL I = I II I I ,� � Q Ld � 44-3 PANELS Z II cc I M S I 28-3 I - - - - _ xz J O W ;I , s — � LANr;�5CAFE o0 p s FOOTING PER MFG 45-3 LOCATION BUFFER WIDTH LENGTH TREE RED OTREES: _ _ _ _ M I� CD RECOMMENDATIONS J s I COMMON AREA TREES I,ci00 SF/8000= 1 2 s NOTES: J 27-3 - - - - TOTAL TREES = 1 2 I. FENGE TO STEP DONN TO 3' HEIGHT 20' FROM RON. V J s it � NO EXISTING TREES TO BE REMOVED. NO MITIGATION REQUIRED. O Co 46—3 2 OPEN VISION VINYL_ SLAT TOP FENGE � 00 LL I — NOT TO SCALE 26- I M Cn s KEY MAP I� CD 00 — — — — 47-3 - I o M I s 00 I � S 25-3 I — — - --4 ------- S - I I o Job Number 2075 Cn Gb I� 48-3 _ =I Drawn Checked JJN KCS 243 - - - - - \ I S S O Scale PROPOSED JOGEL � B L- -- -- -- S - PARK NO. I FE 'E Sheet Title fTYT? - 49 3 4R — \ — LANDSCAPE JOCELYN PARK NO. I \ --a -- -- -- _ PLAN Pi • \ I-2666 8 W 8W 8W \ W 8W INNIPEG ST. W Sheet Number \N - L \ L1 NV=26 1664 NORTH I o ` 0' 30' 60' 90, w SCALE 1 _ 30 - --T- --T- 1 of 2 Sheets - Issue SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00- IRRIGATION (PERFORMANCE) Description Date ISSUE 12-15-20 PART 1 - GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. 1.1 RELATED DOCUMENTS 2.1 TOPSOIL 3.1 PREPARATION -GENERAL 1.1 CONDITIONS AND REQUIREMENTS: F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). A. Drawings and general provisions of Contract, including General and Supplementary A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil shall be A. General Contractor shall be responsible for excavating planting areas to appropriate depths for A. General and Supplementary Conditions, and Division 1 General Requirements. G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. Conditions and Division 1 Specification Sections. fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, brush, weeds, roots, placement of topsoil as specified herein. H. Air Relief Valve: Netafim Model TLAVRV, stumps, stones larger than 1 inch in any dimension, and other extraneous or toxic matter harmful to B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations and 1.2 SUMMARY 2.5 MISCELLANEOUS 1.2 SUMMARY plant growth. outline areas and secure Architect's acceptance before start of planting work. Make minor A. Work included: A. Chemicals: primer and solvent glue as required by pipe manufacturer. A. This Section includes provisions for the following items: 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. See adjustments as may be required. 1. Provide and install a complete and operating automatic irrigation system for B. Valve box-high impact plastic, green in color. 1. Trees. testing requirements below. Contractor is responsible for whatever soil additives are all lawn and planting areas. C. Valve cover and frame-compatible with valve box with provision for locking. 2. Shrubs; Ground cover. recommended by the tests. Submit to Architect for approval. Compost will be added to other 3.2 PREPARATION OF PLANTING SOIL 2. Connect to main water supply at existing site stubout as provided. D. Drainage backfill-clean ravel or crushed stone, graded from 3" maximum to 3. Lawns. additives and added regardless of test results. A. Before mixing, clean topsoil of roots, plants, sod, stones, claylumps, and other extraneous materials 3. Sleevingunder paved areas b others g g g y►111IIIIlIIJ 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is fertile, harmful or toxic to plant growth. p 4. Obtain and pay or all permits and fees forthe work of this section. 3/4" minimum. ,��►1 5. Miscellaneous Landscape Elements. friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting 5. Perform work on a design/construct basis, subject to the requirements of ��.k` , C- E �!r� 6. Initial maintenance of landscape materials. litter, and free of roots, stumps, stones larger than 1 inches in an dimension, and other extraneous will not follow placing of planting soil in a few days. the Contract Documents, applicable codes, and good design practice. PART 3 EXECUTION � t p p 9 Y p 9 p 9 Y pp 9 9 B. Related Sections: The following sections contain requirements. or toxic matter harmful to plant growth. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 6. Winterization of system. S 1. Underground sprinkler system is specified in Section 32 84 00- Irrigation 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project site. Shrub Areas: 1/3 compost, 2/3 topsoil. 3.1 GENERAL A. Install system to provide for adequate protection against freeze damage. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth of not less Fertilizer: Per soil test and manufacture's recommendations. 1.3 SUBMITTALS � t-. Z B. Install system in accordance with approved Contractor design drawings. All ll i 1.3 QUALITY ASSURANCE than 4 inches. Do not obtain from bogs or marshes. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of topsoil and A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: ti A. Subcontract landscape work to a single firm specializing in landscape work. 2. Composition: Topsoil shall contain from 1 to 20% organic matter as determined by the Organic mix thoroughly before planting. 1. Manufacturer's printed product information and catalog cut sheets for all deviations from the plans must be approved, and clearly recorded on record drawing. f! 1 6535 �*� C. Install system and components in strict accordance with manufacturers /, $-titi B 1. GenSourceeral: Ship landscape materials with certificates of inspection required b governing uality Control: . 1.Carbon, 6 Maximum particle A, Chemical nsize, 3/4alysis -inch,ch, wthod ith described 3% retained on 1/4-inch Investigation eeReport 3.3 PREPARATION FOR PLANTING LAWNS B. Shosyste D awiposeSubml t sho copies.ve drawin s for under round irri ation s stem includin recommendations. �ftI rtiti�� p p g pplandscape p p q y g g p g g g proper p g plan layout and details illustrating location and type of head, type and size g D. Install quick coupler(s)on main supply line, approximately equal spacing, ter. 11111 1% authorities. Complywith regulations applicable to landsca a materials. Other components shall conform to the following limits: A. After excavating and removing surface material to ro er depth, loosen subgrade of lawn areas to a 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof pH 6.5 to 7.5 minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any dimension. Remove of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. valve box locations or intervals of approximately 200 feet, whichever is greater. of non-availabilityto Architect, with proposal for use of equivalent material. Soluble Salts 600 m maximum sticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted C. Record Drawings: At completion of this work, submit to the Contractor: Locate adjacent to paved surfaces, at valve boxes where practical. p p q pp p p p 9 p 3. Analysis and Standards: Package standard products with manufacturer's certified Silt 25-50% promptly after preparation. 1. Record Drawings; reproducible and five prints. 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet lines, 2. Operations and Maintenance information 2 copies), includin 3.. SURFACE CONDITIONS analysis. For other materials, provide analysis by recognized laboratory made in Clay 10-30% p p p q p ( including: accordance with methods established by the Association of Official Agriculture Chemists, Sand 20-50% grades, and elevations shown, after light rolling, addition of amendments, and natural settlement. a. Information including descriptive details, parts list, specifications, A. Examine the areas and conditions under which work will be performed. Notify wherever applicable. 3. Contractor shall submit representative soil report on imported topsoil proposed for use for Place approximately 1/2 of total amount of topsoil required. Work into to of loosened subgrade maintenance schedules and procedures for stem components. Contractor of conditions detrimental to timely and proper completion of Section pp p p p p p p pp y p q p g p y p work. Do not proceed until unsatisfactory conditions are corrected. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, approval. Report shall meet standards below. Contractor is responsible for whatever soil to create a transition layer and then place remainder of planting soil. Add specified soil b. Operation, adjustment of system and components instructions. B. Locate IIundergroundtiliti nstructuresn notify Architect f n size, genus, species, and variety shown and scheduled for work complying with additives are recommended by the test. Compost will be in addition to other additives and amendments as required and mix thoroughly into upper 4 inches of topsoil. c. Winterization procedures. oca e a utilities and a d o yo any conflict with Section work. Protect structures and utilities. Repair or recommendations and requirements of ANSI Z60.1 "American Standard for Nursery added regardless of test results. d. Schedule indicating required open valve time to produce given precipitation Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with 3.4 PREPARATION OF PLANTING BEDS amounts and seasonal adjustments. replace said structures or utilities damaged by this work at no cost to the Owner. JENSENBELTS good horticultural practice and free of disease, insects, eggs, larvae, and defects such as C. Soil Testing A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or similar e. Warranties and guarantees. 3.3 SLEEVING knots, sun-scald, injuries, abrasions, or disfigurement. 1. Soil tests are required for this project(see above for requirements). Test shall be provided as equipment. Remove stones measuring over 1 1/2 inches in any dimension. Remove stocks, stones, f. Submit five copies. ASSOCIATES 5. Label at least one tree and one shrub of each variety with attached waterproof tag with follows: rubbish, and other extraneous matter. A. Sleeving installed by others. Coordinate with other trades. legible designation of botanical and common name. a. Provide certified analysis at time of sample submitted (three samples imported topsoil). B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 1.4 GUARANTEE 3.4 TRENCHING AND BACKFILLING a. Where formal arrangements or consecutive order of trees or shrubs are shown, select Amend soils per chemist's recommendations and as herein specified unless otherwise elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified compost A. Guarantee in writing all materials, equipment and workmanship furnished to be Site Planning approved b Architect. over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place approximately 1/2 of A. Trenching and backfilling shall be per applicable ISPWC Section. stock for uniform height and spread. pp y p g g y pp p pp y free of all defects of workmanship and materials. Within one year after date of Landscape Architecture 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site 2. Test shall include, but not limited to recommendations on chemical distributions, organic total amount of planting soil required. Work into top of loosened subgrade to create a transition layer, Substantial Completion repair or replace all defective parts or workmanship that B. Cut trenches straight and without abrupt grade changes to allow the following contents H factors and sieve analysis as necessary. Test#1 T b Western Laboratories then lace remainder of the planting soil. minimum cover: before planting,for compliance with requirements for genus, species, variety, size, and , p y ry y p p g may be found at no additional cost to Owner. 1509 S. Tyrell Ln. Ste. 130 1. Main Lines and Sleeving: 18 inches. quality. Architect retains right to further inspect trees and shrubs for size and condition of (1-800-658-3858) is required. C. Apply Pre-Emergent per manufacturer's recommendation. B. Fill and repair all depressions and replace all necessary lawn and planting which Boise, Idaho 83706 2. PVC Laterals: 12 inches. balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or 3. Contractor is responsible for whatever soil additives are recommended by the soil testing result from the settlement of irrigation trenches for one year after date of Ph. (208) 343-7175 defective material at any time during progress of work. Remove rejected trees or shrubs laboratory. 3.5 PLANTING TREES AND SHRUBS Substantial Completion. C. Surround lines with 2 inches of clean rock-free material on all sides. immediately from project site. 4. Contractor shall coordinate, obtain and pay for all soil tests. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and in C. Supply all manufacturer's printed guarantees. www.jensenbelts.com A 5. If regenerative noxious weeds are present in the soil, remove all resultant growth including roots center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. A. Install manual drain valves MISCELLANEOUS VALVES 1.4 SUBMITTALS throughout one-year period after acceptance of work, at no cost to Owner. Remove burlap from sides of balls; retain on bottoms. When set, place additional backfill around 1.5 QUALITY ASSURANCE A. stream. Install devise at mainline tap in accordance A. General: Submit the following in accordance with Conditions of Contract and Division 1 base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. A. Contractor shall be licensed in the State in which this work is being performed. with manufacturer requirements for complete operation. Install backflow provision Specification Sections. 2.2 pH ADJUSTERS Place fertilizer tablets in excavated area per manufacture's written instructions. When excavation is B. Contractor shall have at least two years prior experience in projects of equal and connect to controller. B. Plant and Material Certifications: A. When pH does not comply with this specification, commercial grade aluminum sulfate shall be used approximately 2/3 full, water roughly before placing remainder of backfill. Repeat watering until no or larger scope. Provide minimum of three references and list of similar 3.6 CIRCUIT VALVES 1. Certificates of inspection as required by governmental authorities. to adjust soil pH. more is absorbed. Water again after placing final layer of backfill. Remove all ties from around base projects with owners' names, addresses, and phone numbers, when requested by A. Install in valve box, arranged for easy adjustment and removal. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. of trunk. Owner. 1. Provide union on downstream side. 3. Label data substantiating that plants, trees, shrubs and planting materials comply 2.3 SOIL AMENDMENTS B. Set container grown stock, as specified,for balled burlapped stock, except cut cans on 2 sides with C. Contractor shall employ on site at all times a foreman who is thoroughly 2.Adjust automatic control valves to provide flow rate of rated operating specified requirements. A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery (208)375-5262 and NuSoil an approved can cutter and remove can; remove bottoms of wooden boxes after partial backfilling so experienced and competent in all phases of the work of this Section. 1 p p g pressure required for each sprinkler circuit. C. Mulch: Submit 1 gal bag of mulch sample for approval. Compost(208)629-6912 or approved equal in equal amounts by volume. as not to damage root balls. B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It shall be C. Trees planted in turf area: Remove turf 3'dia around tree trunk. Dish top of backfill to allow for 1.6 SYSTEM DESCRIPTION 3.7 PIPE INSTALLATION 1.5 DELIVERY, STORAGE AND HANDLING free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as to weight, mulching. A. Design requirements: A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod manufacturer, and content. Protect materials from deterioration during delivery and while stored at D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work into top 1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% blocks to be used at points of intersection and change of direction in main line against drying and breaking of rolled strips. site. of backfill and finish level with adjacent finish grades. 2. Layout system to obtain optimum coverage using manufacturer's standard p g B. Trees and Shrubs: Provide fresh) du trees and shrubs. Do not rune prior to delivery 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release A riform Planting 1. Provide 3 inches thickness of mulch. heads. Spray on walks, walls or paved areas is not acceptable. pipe as per manufacturer's recommended specifications. Install manual drains. Y 9 p p rY g p g° g g p Y p p B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, unless otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such 5-gram tablets 20-10-5 type or equal. E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide an 3. Zoning shall be designed for optimum use of available pressure and efficient wipe from surface all saw chips, dust dirt moisture and an foreign matter manner as to damage bark, break branches, or destroy natural shape. Provide protective 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 applied at adequate film over trunks, branches, stems, twigs and foliage. distribution for types of plantings and shapes of planting areas. p p ' y g Z coveringduring delivery. Do not drop balled and burlapped stock during delive the rate of ten pounds per acre. F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural practice. Prune 4. Design pressures: Install pressure regulating equipment as necessary. which may contaminate the cemented joint. Apply cleaner/primer and solvent g ry� p pp g ry• p p p g p p g gY cement, make joints in accordance with manufacturer's recommendations. Use a C. Deliver trees and shrubs after preparations for planting have been completed and plant 3. Commercial fertilizer C for lawn areas three to four weeks after planting sod. Organic Fertilizer trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree 5. Provide/install approved fixed tee or coupling device for air blow winterization. Teflon thread sealant toe at all threaded joints. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Milorganite (6-0-2)type or equal. leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to Location shall be on main supply line downstream from main shut off valve. C.Con (tape) 1 ■ J shade, protect from weather and mechanical damage, and keep roots moist b coveringwith C. Herbicide: Pre-emergent for topical application in plantingbeds. Oxiadiazon 2G brand or retain natural character. 6. Install approved backflow prevention device in conformance with local or note exceed shall size pipe according to schedule provided. Flow velocities shall p g p Y g p pp pp p not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed O mulch, burlap or other acceptable means of retaining moisture. pre-approved equal. Use in accordance with manufacturer's recommendation on all planting beds. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. prevailing codes, and in approved site location. Provide for drainage per zone to balance the pressure loss and provide minimum fluctuation in stem 0. E. Do not remove container-grown stock from containers until planting time. H. Guy and stake trees immediately after planting, as indicated. without erosive damage. p p p Y F. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage 2.4 PLANT MATERIALS I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as necessary operating pressures.Pipe Size Pipe Section Pipe Size Pipe Section W to rootballs during deliver, storage and handling. A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown for for elimination of weeds. 1.7 EXTRA EQUIPMENT landscape work and complying with recommendations and requirements of ANSI Z60.1 "American A. In addition to installed system, furnish owner with the following: 3/4" 10- GPM 1 12" 26-50 GPM �1 1.6 JOB CONDITIONS Standard for Nursery Stock". 3.6 SODDING NEW LAWNS 1. Valve operating key and marker key. 1" 10-25 GPM 2" 35-50 GPM •� A. Utilities: Determine location of underground utilities and work in a manner which will avoid B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching A. General: Install lawn sod in all areas designated on the drawings. 2. Wrench for each sprinkler head cover type. 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM possible damage. Hand excavate, as required. Maintain grade stakes until removal is configuration recommended by ANSI Z60.1 for type and species required. Single stem trees except B. Soil Preparation 3. Two (2)sprinkler head bodies of each size and type. D. Techline DripLine: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer mutually agreed upon by parties concerned. where special forms are shown or listed. 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified to a 4. Two (2) nozzles for each size and type used. p g y 0 o B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum number of depth of eight 8 inches b approved means, then finish graded as hereinbefore described. B. Store above items safe) until Substantial Completion. of specified mulch. Lay r uniform grid pattern in grou burlapped tree around areas (rows 18"-2 allow p g 9 P 9 ( ) Y pp 9 Y p apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow adverse drainage conditions, or obstructions, notify Architect before planting. canes required by ANSI Z60.1 for type and height of shrub. C. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. C. Deliver above items at Substantial Completion. for tree removal if required. Staple drip line eve 36" max. Flush all lines with full head C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. Dimensions D. Sod Placement q p p every < Q recondition to prior conditions at project completion. indicate minimum spread for spreading and semi-spreading type evergreens and height for other 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod beds. Sod PART 2- PRODUCTS of water prior to installation of flush valves at end of circuit runs. IIItypes, such as globe, dwarf, cone, pyramidal, broad upright, and columnar. Provide normal quality layers shall be experienced, or if inexperienced, shall be constantly supervised by an E. Flush Valves: Install flush valve at end of each drip line run. Z 1.7 SEQUENCING AND SCHEDULING evergreens with well balanced form complying with requirements for other size relationships to the experienced foreman. The Contractor shall insure that the base immediately ahead of sod layer 2.1 PIPE AND FITTINGS 3.8 SPRINKLER HEADS Q 0) A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site primary dimension shown. is moist. Sod shall be laid tight with not gaps. Allowance shall be made for shrinkage. Lay sod A. PVC 1120, ASTM D 1784, permanently marked with manufacturer's name, A. Flush circuit lines with full head of water prior to head installation. become available, working within seasonal limitations for each kind of landscape work with long edges perpendicular to primary slope. schedule rating, size, type. Solvent-weld type: 1. Install heads at level with mulch M J O required. 2.5 GRASS MATERIALS 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not overlap. 1. Pipe: 2. Locate part-circle shrubbery heads to maintain a minimum distance of six 1. Plant or install all plant materials during normal planting seasons from 15 March to A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of weeds and Stagger strips to offset joints in adjacent courses. Work on boards to avoid damage to subgrade a. Pressure lines: Schedule 40 solvent weld. inches 6" from walls and four inches 4" from other boundaries unless >= 00 15 November. undesirable native grasses. Provide only sod capable of growth and development when planted or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks b. Lateral lines: Class 200 pvc. ( ) ( ) 2. Correlate planting with specified maintenance periods to provide maintenance from viable, not dormant). between pieces; remove excess to avoid smothering of adjacent grass. c. Sleeving: Class 200 vc. otherwise indicated. Keep overspray to a minimum. p 9 p p p ( � ) p 9 1 9 g� p 0 1. Provide sod of uniform ad sizes with maximum 5 deviation in either length or width. Broken shall rolled with two hundred 2 n roller ft r installation insure proper date of substantial completion. p /° g 3 Sod s a be o ed a o u ( 00) poundafter a o to su e p ope 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where 3.9 CONTROL WIRE INSTALLATION J B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their contact between soil and sod. Final rolling must provide a uniform surface. After final rolling, the required at valves, risers, etc. A. Bury wires beside or below main line p Bundle multiple wires together with tapei e in same trench. J to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. sod lawn shall be mowed and watered. Approval of sod lawns shall be based on uniform, healthy 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf and vigorous growth with no dry or dead spots. "polypipe" riser. B. p g at ten feet(10') maximum intervals. UJ 0. from planting op operations. Company, Meridian, ID 208 888-3760 or a a " " ' approved solvent for Type I & II PVC. C. Provide 36 inch loop in wires at each valve where controls are connected and ( ) approved equal. 4. Add fertilizer B at the manufacturers recommended application rate. 4. Solvent: NSF ppyp at 100' maximum intervals between. J E. Water sod thoroughly with a fine spray immediately after planting. B. Polyethylene Pipe D. Make all electrical joints (splices) in boxes only. Make electrical joints 01.8 SPECIAL PROJECT WARRANTY 2.6 MISCELLANEOUS LANDSCAPE MATERIALS F. Sodded Lawn Establishment 1. Pipe: Class 100, 3/4" lateral line,for use on drip irrigation zone(s)where Scotch-Lock connectors or A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing of sod drip tubing is not otherwise used. waterproof. approved. Q B. Warranty trees and shrubs, for a period of one year after date of substantial completion, excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers and mix lawn areas until Final Acceptance of the project. 2. Fittings: Schedule 80 PVC. O against defects including death and unsatisfactory growth, except for defects resulting from in accordance with manufacturer's instructions. 2. Mowing shall be done by an approved "reel"type mower. Mower blades shall be set at two (2) 3. Clamps: Stainless Steel. A. I AUTOMATIC CONTROLLER neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, consistent in inches high for all mowings. C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18" spacing. A. Install typewritten site to approved. Verify location with Owner Representative. Landscape Installer's control. appearance, and shall contain no toxic substance detrimental to plant life. 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as per the B. Install typewritten legend inside controller door. U. C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or Manufacturer's recommended application rate. Verify all methods of application. Contractor 2.2 SPRINKLER HEADS 3.11 TESTING warranty period. Make replacements during growth season following end of warranty period. redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, twisted, shall notify the Architect in writing that the fertilizer applications have occurred and on what dates. A. Description:Appropriate for application in throw, pressure and discharge. Each A. Do not allow or cause an work of this Section to be covered u or enclosed Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. Provide not less type of head shall be of a single manufacturer. y p in opinion of Architect, it is advisable to extend warrant period for a full growing season. than 2 inch diameter rubber or plastic hose, cut to required lengths and of uniform color, material, 3.7 MAINTENANCE 1. Lawn heads: pop-up type. until it has been inspected and tested. p y g g p q g p p- p Yp B. Pressure testing: and size to protect tree trunks from damage by wires. A. Begin landscape maintenance immediately after planting. Maintenance shall continue until Project B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. 1. Make necessary provision for thoroughly bleeding the line of air and debris. Final Acceptance. 2. Before testing, cap all risers, and install all valves. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for healthy 2.3 AUTOMATIC CONTROL SYSTEM 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and A. General; Furnish low voltage system manufactured expressly for control of and test for leakage. Test shall be approved if no greater than 5 psi loss shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. automatic circuit valves of underground irrigation systems. Provide unit of occurs in 15 minutes. Spray as required to keep trees and shrubs free of insects and disease. capacity to suit number of circuits as indicated. 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations such as B. Control Enclosure: Manufacturer's standard wall mount with locking cover, Inspect for leakage. tolling, regrading and replanting as required to establish a smooth, acceptable lawn, free of eroded or complying with NFPA 70. 5. Contractor shall provide all required testing equipment and personnel. Test Job Number 2075 bare areas. C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. shall be performed in presence of Architect. Contractor shall make notice D. Maintain lawns for no less than period stated above, or longer as required to establish acceptable Including switch for manual or automatic operation of each circuit. of test(48) hours in advance. lawn. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time 6. Provide required testing equipment and personnel. of day and skip any day in a 7 or 14 day period. 7. Repair leaks, and retest until acceptance by the Architect. Drawn Checked 3.8 CLEANUP AND PROTECTION E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer C. Coverage inspection: upon completion of all systems, perform a coverage test JJN K CS A. During landscape work, keep pavements clean and work area in an orderly condition. of control unit; type AWG-UF, UL approved. to determine if coverage of water afforded all areas is complete, adequate and B. Protect landscape work and materials from damage due to landscape operations, operations by uniform. Change heads, nozzles, orifices and/or adjustment as directed to Scale AS SHOWN other contractors and trades, and trespassers. Maintain protection during installation and 2.4 VALVING provide uniform coverage. maintenance periods. Treat, repair, or replace damaged landscape work as directed. A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, D. Final inspection: Sheet Title threaded connection with cross type handle designed to receive operating key. 1. Clean, adjust, and balance all systems. Verify that: 3.9 INSPECTION AND ACCEPTANCE B. Automatic circuit valves: high impact plastic with corrosion-resistant internal a. Remote control valves are properly balanced; A. When landscape work is completed, including maintenance,Architect will, upon request, make an parts. Low power solenoid control, normally closed,with manual flow LANDSCAPE b. Heads are properly adjusted for radius and arc of inspection to determine acceptability. adjustment; same manufacturer as control unit. B. When inspected landscape work does not comply with requirements, replace rejected work and 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber C. The installed system is workable, clean and efficient. coverage; E. Winterization: Winterize system at the end of first season of system operation. SPECIFICATIONS continue specified maintenance until reinspected by Architect and found to be acceptable. Remove valve if not connected to potable water. rejected plants and materials promptly from project site. 2. Drip Control Zone Kit: Hunter PCZ-101. Review procedures with Owner Representative. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone END OF SECTION or valve grouping. D. Manual drain valves: END OF SECTION 1. Bronze construction, straight type, 150 pound class, threaded connections, with cross type operating handle designed to receive operating key. Calco, Sheet Number Champion 100, or approved equal. 2. Size: 3/4 inch. L2 2 of 2 Sheets