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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Thursday, June 24, 2021 3:35 PM To:Charlene Way Subject:Development Application Transmittals - Oaks North Subdivision No. 11 FP-2021-0039 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Oaks North Subdivision No. 11 FP-2021-0039 Hearing Date: 7-13 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: July 13, 2021 File No.: FP-2021-0039 Project Name: Oaks North Subdivision No. 11 - FP Request: Request for Final Plat consisting of 30 single-family residential building lots and 5 common lots on 9.99 acres of land in the R-4 zoning district, by Toll Southwest, LLC. Location: The site is generally located at 5685 N. Black Cat Rd., in the SW ¼ of the NE ¼ of Section 28, Township 4N., Range 1W. Project Planner: Joseph Dodson Planning Division E IDIA �1�T.-----' HEARING APPLICATION DAHO Type of Review Requested Final Plat File number: FP-2021-0039 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: SABRINA DURTSCHI, TOLL BROTHERS Phone: 2087806723 Applicant address: 3103 W SHERYL DR STE 100, MERIDIAN, ID 83642 Email: sdurtschi@tollbrothers.com Ownername: SUSAN STANELY, TOLL SOUTHWEST LLC Phone: Fax: 3103 W SHERYL DRIVE, SUITE 100, Owner address: MERIDIAN, ID 83642 Email: sdurtschi@tollbrothers.Com Agent name(e.g.architect,engineer,developer,representative): ADAM CAPELL Firm name: TOLL SOUTHWEST LLC Phone: Fax: Address: 3103 W SHERYL DRIVE, SUITE 100 Email: acapell@tollbrothers.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): SO428325450 Township,range,section: 4N 1 W28 Project Description Project/Application Name: Oaks North No. 11 Description of work: Final Plat for Oaks North No. 11 consisting of 30 building lots and 5 common lots on 9.99 acres of land in the R-4 zoning district. 33 E Broadway Avenue,Suite 102 * Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0361 TYPE OF USE PROPOSED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: W of intersection of Blackcat and McDermott Current Land Use: R-4 Total Acreage: 9.99 Prior Approvals(File Numbers): H-2018-0117 ZONING DISTRICT(S) R-4: CHECKED PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 06/10/21 Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: Nampa Meridian Primary Irrigation Source: Surface Secondary Irrigation Source: Well Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 0 Minimum Square Footage of Living Area(Excluding Garage): 1400 Gross Density: 3.03 Net Density: 3.85 In Reclaimed Water Buffer: No PLATS ONLY Number of Building Lots: 30 Number of Common Lots: 5 Total Number of Lots: 35 I understand a secondary access is required and a separate easement application has CHECKED been applied for: If secondary access has already been constructed with previous phase,please Secondary access through past phases of Oaks explain.: North Minimum Lot Size: 8364 Average Lot Size: 10000 Area of Plat: 9.99 acres Plat Date(MMIDD/YYYY): 6-9-21 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Acres of Qualified Open Space: 0.34 Percentage of Qualified Open Space: 5% 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 QUALIFYING SITE AMENITIES Pedestrian or Bicycle Circulation System: CHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Sabrina Durtschi MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 'roll Brothers fa LAND DEVELOPMENT PAVING THE WAY FOR AMERICA'S LUXURY HOMEBUILDER June 10, 2021 City of Meridian Planning Division Community Development 33 E Broadway Ave. Suite 103 Middleton, Idaho 83642 RE: The Oaks North Phase 11 —Final Plat Application Dear Planning Staff, Toll Southwest LLC hereby applies for final plat approval of The Oaks North Subdivision, containing 9.99 acres with 31 lots and 3 common lots. The preliminary plat was approved by Meridian City Council on December 17, 2013. This phase is in conformance with the approved preliminary plat,thereby meets all the requirements. Phase 11 also meets all requirements and provisions of the UDC and was prepared in conformance with acceptable engineering, architectural and surveying practices and standards. The property was annexed under Ordinance No. 14-1602, which was recorded as instrument number 114030973. The applicant also entered intro a modified Development Agreement. Recorded as instrument number 14030972 Thank you for your time and assistance with this final plat review with construction plans. If you have any questions or need further information, please don't hesitate to reach out to me at 208-250- 6161 or my email at sdurtschi(ktollbrothers.com. Sincerely, Sabrina Durtschi Land Entitlement Manager 3103 W Sheryl Drive, Suite 100, Meridian ID 83642 Phone: (208)424-0020 Fax: (208)424-0030 ADA COUNTY RECORDER Christopher D.Rich 2018-103076 BOISE IDAHO Pgs=9 HEATHER LUTHER 10/29/2018 04:18 PM PIONEER TITLE COMPANY OF ADA COUNTY $15.00 AFTER RECORDING MAIL TO: ELECTRONICALLY RECORDED-00 tNOT REMO—r-THE COUNTY 81AMPEO FIRST PAf'E AS IT 1S NOW INCORPORATED AS PART OF THE CRIG1NAL DOCUMENT GRANT DEED Date: . 2018 For Value Received, NEW OAKS LLC, an Idaho limited liability company, hereinafter referred to as Grantor, does hereby grant and convey unto TILL SOUTHWEST LLC,a Delaware limited liability company, hereinafter referred to as Grantee, whose current address is 3103 West Sheryl Drive, Suite 100, Meridian, ID 83642,the following described premises, situated in Ada County, Idaho,to wit: LEGAL DESCRIPTION: Real property in the County of Ada, State of Idaho, described as follows: SEE EXHIBIT"A"ATTACHED HERETO. TO HAVE AND TO HOLD the said premises, with their appurtenances, unto said Grantee, and to the Grantee's heirs and assigns forever, SUBJECT TO: taxes, levies, and assessments for the current year and subsequent years and the matters set forth on Exhibit"B"attached hereto. 989921051€0 t2597-00021 Page 1 of 9 04/23/2020 3:06 PM NEW OAKS LLC, an Idaho limited liability company By: Coleman Real Estate Management LLC, an Idaho limited liability company Its: Mana e By Na e: Its: Manager STATE OF ) ss. COUNTY OF ) This record was acknowledged before me on 2018, by as Manager of Coleman Real Estate Management LLC, in its capacity as Manager of NEW OAKS LLC. Signature of Notary Public My Commission Expires: Page 2 of 8 999921052 0042597-00021 Page 2 of 9 04/23/2020 3:06 PM CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE &11D9 A notary public or other officer completing this certificate verifies onlythe identityof the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document State of California County of U before me,jDate Here Insert Nome and fitle of the Offigir Name(s)vfSigner(s) who proved to me on the basis of satisfactory evidence to be the person(o)whose name(s)is/are subscribed to the within instrument and acknowledged to me that belshe/theyexecu1ed the same in his/her/their authorized cap ! `amdthatbyh|s/hevtheirsignature(s)on the instrument the pemon(s).or the entity upon behalf of which the person(s)acted,executed the instrument. |certify under PENALTY 0F PERJURY under the laws of the State of California that the foregoing � mwo/vum/c-cxnm,"u � paragraph is true and cornect. my c � 021 wmmm.="'`"=^. VV}TNESSmyhondmndofficia| sea| tSig' Place Notary Seal andlor Stomp Above Signati of Notary Public OPTIONAL Signat Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: •Corporate Officer—Title(s): 0 Corporate Officer—Title(s)� • Partner— E) Limited o General 0 Partner— 11 Limited 0 General 11 Individual o Attorney in Fact 0 Individual 0 Attorney in Fact 0 Trustee ci Guardian of Conservator 0 Trustee o Guardian of Conservator 11 Other: 0 Other: Signer is Representing: Signer is Representing. 02017 National Notary Association Page 3 of 04m3/20203.06pm EXHIBIT A Legai Description Oaks North - Phases I thru 3 A pas loCated In the 5W 1,44 and the VV 1/7 of the SE V. of Section 28, Township 4 North, Range 1 West,Boise Meddian,Ada County,Idaho, and more.particularly described as follows: Commencing at a Brass Cap manuinent marking the%outhwest sterner of snid SW%of Section 28, frorn which a Brass Cap MWW.trent marking the southeast.corner of said S14 1,,,bears S 89'16'58"E a distance of 2635.28 feet; Thence S 8916758' E along the southerly boundary of said S3J4%a rfttance of 856.37 fee,, to the POINT OF BEGINNING; Thmice leaving said southerfy boundary N V43'02'E adistance of137,00 feet to a Point; Thence N 45-42'28'E a distance of 52.53 feet to a point, Thence N 0442'28'E a distance of 38106 feet to a point-, Thence N 44'12'2 1'W a distance of 28.24 feet to,a point; 'Thence N 0%W09'E a distance of 50-00 feet to a point: Thence N 5'2427"W a distance of 13710 feet to a point: Thence N 0f'52'51"E a distance of 14312 feet to a point: Thence N 86*2638"E a distance of 42.70 feet to a point; Thetice N 6748V'E a distance of%9$feet to a point; Thence N 18404',56'W adistance of tQ0,26 feet to a Tint: 'Thence N 22'1 V53"W a distance of 5100 feat to a point; Thence N W25'06"1N a distance of 85.90 feet to a point; Thence N 0'62'51"E a distance of 103-70 feet to a:point. Thence N 1'00*42"E a distance of 49.37 feet to a point,, Thence S 88'59'18"E a distance of 5.23 feet to a pant; Thence N 46'00€ 42`E a distance of 7.07 feet to a Point; Thence N 1'00'42'E a distance of 130r00 feet to a. point: Thence N 88'591 18'W a distance of 75,00 feet to a point-, Thence N 1 00-42"E a distance of 125.02 feet to a point; Thence N 1`00'OVE a distance of 50,00 feet to a point, Page 3 of 8 98992105.2 0042597-00021 Page 4 of 9 04/23/2020 3:06 PM Theme N 1'00'42:'E a distance of 131.27 feet to a point; Thence S 8025'38:'E a distance of 75,85 feet to a point; Thence 8 89'42`52'E a distance of 75,D1 fee;to a point, Thence N 8827'49"E a dsstance of 75.07 feet to a point; Thence of 67'411'09`E a d stanc4 of 67.68 feet to a point,, Thence IN.64'43'16"E a distance of 50M feet to a point; The-rice S 25'l 644'E a distance of 55.37 Me'to a point-, Thence N 69'33138"E a distance of 132.92 feet to a point-, Thence S 30'14"17"E.a distance of 107,59 feet to a point; Thence S 2-1'54'36�E a distance of 195.75 feet to a pulm: Thence S 1'0942'W a distance of 75.00 feet to a pojrjt: Thence'S 88"59'lT'E a distance of 154.37feet to a point; Thence a distance of 40,94 feet along the are of A 515.00 toot radius non-tangent curve toft, said curve having a central angle of 42`38'51"and a long chord bearing S 88'59'18'E a distance of 40.00 feet to a point: Thence S 88'5918'cl a distance of 136.71 feet to a point: Thence N 1'00'47'E a distance of 149,95 feet to a paint; Thence N 17'35'33"E a.distance of 75,05 feet to a pojrit-, Thence N 21'27'47"E a distance of 75.42 fW to a point; Thence N 24'38'44 E a distance of 65.00 feet to a point: Thence N 39 W44"E a distame of MOO feet to a point; Theme N 53'3014"E a distance of 66.87 feet to a point; Thence N 61'92'5rY'E a distance of 166.67feet to a point; Theme N 54103109"e a distance,of 95,88 feet to a point; Thence S 4 1'55'50"E a distance of 123,35 feet to a point: Thence N S6*00'22"E a distance of 1124 feet to a point: Thence S 33'59'38"E a distance of 50.00 feel to a point; Page 4 of 8 98992105.2 0042597-00021 Page 5 of 9 04/23/2020 3:06 PM Thence S 38*50'20"E a distance of 121.28'feet to a point, Thence S 81'24'59" E a distance of 13,53 feel to a point; Thence N W00722"E a distance of 331.12 feet to a point-, Thence N 52'1928"E a distance of 136.18 feet to a point; Thence N 9'05'40" E a distance of 166,97 feet to a point Thence N 75'11&34"E a distance of 227.86 feet to a point; 'Thence N 63'08'06"E a distance of 11 O 19 feet to a point; Thence N 71'17114"E a distance of 70.04 feet,to a point', Thence N 75'33'47"E a distance of 610.00 feet to a point; Thence N 41*2V08"E a distance of 24.18 feet to a point, Thence N 75033'47'E a distance of 50,00 fee,to a point-, Thence S 89'29k26"E a distance of 131,09 feet to a point on the easterly boundary of the IN!/2 011 the SEX.of Section 28; Thence S 0*37'35"W along said easterly boundary a distance of 1154.33 feet to a point,- Thence leaving said easterly boundary N 89'22'25"W a distance of 1341.24 feet to a point; Thence S W43'02"W a distance of 101 9.17 feet to a point; Thence S 7*43'25"E a distance of 124.64 feet to a point-, Thence S 44*16'52"E a distance of'138.09 feet to a point-, Thence S 0'43'15"W a distance of 74.00 feet to a point on the southerly boundary of said W V�of the S E 1/i; Thence N 89016'45" W alonu said southerly boundary a distance of 90,29 feel to a brass cap monument marking the southeast corner of tie SW 1/k of said Section 28', Thence N 89*16'58"W along the southerly boundary of said SW 1/4 a distance of 1778.88 feet to the POINT OF BEGINNING. Page 5 of 8 98992105,2 0042597-00021 Page 6 of 9 04/23/2020 3:06 PM EXHIBIT B Rights of tis•ay as disclosed by available maps, For: East Tap Lateral Rights of way as disclosed by nmilable snaps. For: N.'Blaclt Cat Rand Rights of way as disclosed by available maps. For: McDermott Road Rights of way as disclosed by available nu°aps. For: Middle Tap Sublateral Rights of way as disclosed by available nuips. Far: McMillan Road Rights of way as dis closed by available reaps. For: Creason Lateral An easement containing ceit ain terms,conditions and provisions affecting a portion of said premises and for the pin-poses;stated herein In Favor of Idal-o Po%ler Company Recorded_ Aueu,61 23, 1967 Tststrauileni No.: 6T202)1 Right-of-Way Certificate Agreement upon the tetuis7.conditions and provision,contained therein: Between: Creason Lateral As.sociatiou and Land Owners Dated: October 30, 1967 Recorded: November 1, 1967 Iustraanient No.: 677040 Matters disclosed by Record of Sur<:>ey Sturey No.: 2712 Recorded: Jamutrr 3, 1994 Instrument No.: 940001017 4s Follows: McDermott Right of Way Matters disclosed by Record of Survey. Survey No.: 9 362 Recorded: April?'2001 Ins€n zentNo•: 11)1C�3S 1? -As Follows: McMillan Road Right of Way McDerniott Road Right of% ay Page 6 of 8 98992105.2 0042597-00021 Page 7 of 9 04/23/2020 3:06 PM Right.title alai interest of the.}aim,herein ix u ned. Disclosed by: ;°; Quitclaim Deed executed by the United Mates Department of the Interior Bureau of Rec 1<-unatiotn Party: Nampa Meridian Irrigation District Recorded: July 18,2001 Ins-miment No.: IM-119 1 Affects: Ditches and Canals-� Master Pathway Agreements upon the terms.provisions.and consequences arising.therefrom Betwmv Nampa Meridian lsriaation District_the City.of McTidiau,the City of Boise and the Count,,,-of Ada County Instrument Nos.: '10010299>, 101 02090. ?.t?1S)C2CFt�€,�i11 �Ug6L% lE tot, r85 Matter,disclosed by Record of Stuvey Stwvey No.: 6715 Recorded: December 3.'2004 hnstrument No.: 10415�006 As Follows: 25'Prescriptive easement for McMillan Road Matters disclosed by Record of Survey survey No- 6717 Recorded: Dtcember 8,2004 Instrument No.: 1041.55 00s As Follmvs: — McDermott Road Right of Way "i'Prescriptive F-isement for McWlann Road Matters disclosed by Record of Stuvey Survey No.: 6918 Recorded: May 2.6,2)GO Instrument No.: 1006a98S As Follow-: _ N.Black Cat Road Right of Way Ordmance No.09-1.393 by City of Meridian upon the terma and provisions set forth thereiat. Dated: lanuaty 6,)009 Recorded: January 9,2009 Listiument No.: E�?9{t()'c Page 7 of B 99992105.2 0042597-00021 Page 8 of 9 04/23/2020 3:06 PM Ttmns.conditioius_and provisions of Development Agreement Between: City of Meridian and Coleman Homes,LLC Dated: April 22,2014 Recorded: April 25,2014 Instamitut No-: 11.40.3.0972 Assigtlulent of Grantor's Rights and Coordinated Development Agreement for the Oaks By and Between: Oakcreek LLC,an Idaho limited liability company mid Toll ID I LLC,mi Idaho limited liability coiupally Recorded: November 4,2016 Insumnelt No.: ,t�1 j6- 0 74 9 k&signment of Grmltor s Rights By and Bem,-eeu: New OAs LI-C,an Idaho limited liability comp m),ind Brookfield Holdings{rtay,eit II),LLC,a Delaware liinited liability company Recorded: April 26,20i� histrument-No.: MIS-03754, Ordinance.No. 14-1602 by City of Meridian ttpon the terms and provisions.set forth tllerwin. Recorded: April 25,2014 hismunent No.: 114010973 "terms,conditions,and provisions of Oaks Lift Station rand Pressure Seger Reimbursement Asrement for Infrastructure Enhancement Between: New Oaks LLC,an Idaho lmiited liability company and City of Meridian Dated: February 9,2016 Recorded: Febmutry 11, 2016 Ins€atillent No.: 2016-011639 Page 8 of 8 98992105.2 0042597-00021 Page 9 of 9 04/23/2020 3:06 PM AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) 1, Ryan Hammons (Toll Southwest LLCJ, (name) (address) Meridian , Idaho (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: Sabrina Durtschi , (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 27th day of An ril .20�� (Signature) r SUBSCRIBED AND SWORN to before me tlI'e day and year first above written. SABRINA DURTSCHI (Notary Public for Idaho) COMMISSION#46693 NOTARY PUBLIC Residing at: Boise,, Idaho STATE OF IDAHO MY COMMISSION EXPIRES 04127/2024 My Commission Expires: 4-27-24 Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiunCil .or PIamzin (1010812019) ESE CONSULTANTS ENGINEERING • PLANNING - SURVEYING - ENVIRONMENTAL June 10, 2021 Planning Division City of Meridian 33 E Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: Oaks North Subdivision No, 11 Roadway Centerline and Groundwater Elevations Dear Planning Staff, Groundwater monitoring has been conducted for the Oaks North Subdivision No. 11 by Material Testing and Inspection (MTI ) with the results of the monitoring being summarized in the Groundwater Letter prepared by MTI dated, November 20, 2019. Based on the groundwater monitoring data provided by MTI, the roadway centerline elevations within the Oaks North Subdivision No . 11 have been designed to elevations greater than three feet above the seasonal high groundwater elevations. If you have any questions regarding this matter, please contact me at (215) 293-5411 , Sincerely, ESE CONSULTANTS, INC . NALCL FN P-18043 N �i OF R• ZA Mark R . Za owsk PE Project Engine ESE Consultants, Inc. 3103 W. Sheryl Drive • Suite 100 Meridian, ID 83642 (208) 424-0020 u l i uWv�Uj 11 t o J( 1 II 1 I fYlJVI_I f/TTYI 08 311H N31 -S T ' ® o -ems =o k�_ ® � NT = o o � � � Z Z O =� Z NN U Q > > 0p N ad ivo ADVI8 'S L Q ® ® N K w ® o z ® w ® � o a LLI U z z ® N U x w a� J iEno N U o l.�J LLJ �, z 3 9! p Q ® v LLI f U z � y aoOD a � W O 08 110N121300W <o U x O LU O N 00 I� W > N Z N o Z W 6 0 Z E. 06 3 t9 0 � nnn Z ro I LJuLJ I � W o In�Jn�JnI u LJ W a 'o 08 dd1S ADA COUNTY STREET NAME REVIEW Preliminary Plat eX Review Date: May 14, 2021 Final Plat Project Name: Oaks North Sub No 11 T/R/S 4N1W28 Parcel Number(s): SO428325450 Project/Plat Applicant: Toll Brothers Phone No: 208-424-0020 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N McDERMOTT RD W McMILLAN RD N BLACK CAT RD v v v v � 0 o v U 3 v a r- o Proposed Street Names: u Q o V m Comments 1 N CHRISTIAN AVE X 2 N ELISHA AVE X 3 W GREEN OAK DR E Doesn't align.Change to a new unique name. 4 W McNAIR ST X 5 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace W GREEN OAK DR with a NEW UNIQUE NAME 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 W'L 1 1 1 1 1 1 1 1 Rapid r 1 1 1 1 1 1 1 1 Street 1 1 1 1 1 1 1 1 W Larry Lane > W > — Q IRa Sir a X w Wd Hun 1 1 1 1 1 1 1 1 ` z C "reek Lu � ' ' I ' ' St er et z 1 1 1 1 1 1 1 1 I s 1 1 1 1 1 1 1 1 W Vanderbilt Drive _m (t i > 1 1 1 1 1 I t'(DN U 1 ,V,[� z Q a �i'r'� W Renhold d o o ce GS Street 1 N > 7 4N 1 VY28 z o a ; > 1 1 1 1 1 Z 1 N O A PA T ' X w > o 1 1 1 1 1 ; Z Q N 1 1 1 m W Ladle W WLde No T A PART v Rapids � P z � Rapids >� > ; � Street Drive O 00 z z 4N1W27 1 1 1 1 1 in 1 1 iy 1 1 - ---------- iv e v 2 --- ------ ------- W Gondola -- - •_ . --t-----------------t---- -------- i a N --- -t-- ----- t-- - -t- -- -- -- -- -- m 3 W Snow Currant Street; -m W McNa�<� , ; ; 3 r 1 1 1 Sa m o t W n c St< e 1 Drive o Salvo 1 0 Driv APA T 1 N gastr°ri,e 1 �� 1 i i---- O��yJ�e� � W Octavia > 7 ----�. ;1 ..------ •Z Drive I ---------- — ---------•--- -- NrP ZZ J 1> 1 1 .—..- > 1 ' peer Springs Drive o Q \� W Z3 C 1 I 1 a` 99io z i U) 1 1 O O > 1 > to S1a� 2� v W Twisted m t f / reekt �, 1 1 c t W Twisted 1 O > Creek Street r/e a I Q ° z Creek v LLI 1 to I 1 z ' E Street ' --1 z - —' w 1 1 1 ----— 1 Q ' 1 y i ------------ W Philomena Drive I ' \ ;W Philomena Street o 1 1 1 1 ( O 1 1 t 1 NT (6 r This map is made from data copyrighted by Ada County.Ada County shall not be liable for ADA COUNTY ASSESSOR inaccuracies or misuse of this map. Maps ' ,; Land Records Division 1 inch — 400 feet bearing this disclaimer may be photocopied freely. "i� Geographic Information Systems However,use in any digital form requires the ' - '= 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 THE OAKS NORTH SUBDIVISION NO. 11 BOOK PAGE LOCATED IN THE SW 114 OF THE NE 114 AND THE NW 114 OF THE SE 1/4 OF SECTION 28, T4N, R1 W, BM MERIDIAN, ADA COUNTY, IDAHO LEGEND 2021 ® FOUND ALUMINUM CAP MONUMENT Q FOUND BRASS CAP MONUMENT W. C_HINDEN_BLVD. + FOUND 112"REBAR WITH PLS 11118 E 1�16 I PLASTIC CAP,OR AS NOTED CPdE INST.ND. FOUND 518"REBAR WITH PLS 11118 2020-151997 ® PLASTIC CAP,OR AS NOTED I SET 112"REBAR WITH PLS 11118 I O PLASTIC CAP LS 3627 REBARSET 518" WITH PLS 11118 PLASTIC CAP POINT OF NI -- 18 -- LOT NUMBER BEGINNING SECTION LINE uNPLArTEo o {� -- CENTER LINE LINE TABLE I ' ' o C `Ir1.I5_ PUBLIC UTILITY PRESSURE IRRIGATION LINE B LENGTH DIRECTION I f ' J r�577$8'141 6 - - - - - AND LOT DRAIh�AGE EASEMENT LINE, LI 12.0T S4171.OWW `l+!1r �+ r0 t° 0p��r5-� 7p'8t SEE NOTES 18 2 L2 23.5V S753547"W I rV � raer{a7 r ® nag7 I ACHD PERMANENT SIDEWALK r .w`N0. �� ------------- EASEMENT L I NE PER L3 23.5V S75'3S47-W 1 f j 3v gyl 1^ ,,g J' 00 O' 5O' 10U' 200' INSTRUMENT NO. 1 1 ' 1�7j Sf ® 5 r451 OTHER EASEMENT LIME AS NOTED LF 23-50' N1426'13"1M I = ® g� , �" +^IS61P a+ ! 21 `� 81•gp LS]729 0 ------_ L5 23.50' N1426'13'W rn I 2N6r� I` 105{5 s1• 'r+ �I I - 1- y 1r1J7 `�` ® µrJ SUBDIVISION BOUNDARY LINE L6 28.28' S30'3S47"W + r T8 ��0}1- •�q.66'.J�- 1� �" , In &1za:f 4 SCALE:1"=1 OC' LOT LINE L7 28.28' H59'2B'13'W lv ! ',iEg;a JG% �.7$,,.J ELDp[2fi H y a ' Izo'. ADJACENT PROPERTY LIME LB 27.7V S0'36'34'W I I I m 1® - i`44' )V. =C9__ L9 3t.90' S0'34'39'W Q 11751 nS'r�- Ir� I Z j c $ ® =$ �Im ry 3• 3 14v f �C4 SEER AN H91EF-I r672.NO._--L1O 91.OD H1476 ILL, SMI'07'E L77Y OF Jf M S oa � '�iN81502w m -5575- NOTES Iml co m 11 � Y I plgT sf P I� 70� In ® n L'l 14 r, QQ 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,OAKS HOMEOWNERS Q f+•) -M7 sf y Y �IS_14},I6' 1g720 of-j{i) .��-517T{y &� ',Af�� i �{ _8N7 s! ,, ASSOCIATION INC.PRESSURE IRRIGATION,AND LOT DRAINAGE OVER THE FIFTEEN(15)FEET ADJACENT TO ANY PUBLIC f J a _ STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HAROSU RFACED DRIVEWAYS AND WALKWAYS TO Y p '� H89'1602 W 5' , EACH LOT. m w o a -}�ae91s D2�r I ? 6� SEE WIT 11 0 o F o 1 p Ix NB9.00" W 3, ® L � LE J L_ �,'� 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT I CO 99L14 s1 !v �10� /pp9 L .� � 75'DD' 7&W 75-fJQ r•"1 0 1.7 FOR PUBLIC UTILITIES,OAKS HOMEOWNERS ASSOCIATION INC-PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FNE[S) ig BLOCK 26 i ll `,3! 5,0.125.021 149.98'- 6240' - 162.60'- N� FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TD ANY REAR LOT LINE OR I - 10'1yy15� 163 6Tr BLOCK 2}SI N8Y21'07'W C7 m SUBDIVISION BOUNDARY. 1111 's't;$'r+,35• 13•oA,r�t l' / /1 z Y 1 g83'SY'35'W�4 j a I eJD "` g`3� Q5 �^ 14J$§sf j ! 1 ANY RE.SUSDNISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF ffj""�� n 9ti• 1 y',EY Z�i THE RE$UBDNISON. I•T ' N 7 ,y b: iPEG95! (4� rr,�� Q r 9476 sl g' �� 8Q , O 7LHi9 I^ ^' .{•°I' 1`L 10 `Vl 4-THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM,TO BE V CPO ?• Pamf' S r OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC-IN COMPLIANCE WITH IDAHO CODE SECTION O C 1�4 - ` �, �1+{,♦I' 1 �� Ip7 y '•per . � i �.�s• - �'. OE 1/16 p N 31.3QOS(7)[h].ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. _ LS T729 CO W 1 FOUND 1,V PIPE ��-.}}- "15 B t 11�,y. 1619P sl -�C7--I 5•BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CPBF INST.NO. S �' ll _ J � 4 - N Q ZONING REGULATIONS OF THE CITY OF MERIDIAN. 2015-014105 l O 7G4.i9 si '� �1��'- i `=1B•� C7 �a � Q u7 W ¢ 6•MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT 7�y !A= s' ` '+S}`y i -!Z�'� -,�IQ= C17 5 Wj C' OWNER UNLESS SUCH RESPONSIB I L17Y IS ASSUMED BY AN I RRIGATIONADRAINAGE ENTITY. ' r N �y-y3; 10 .a 5 �? 41-y1 �g 73 6D,D�'�- B ' 6'� J U 7-BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH �1 g"}� , i GROUNDWATER ELEVATION. -�x_ o Ir n.sd-' s� 15od. 1 9 1,iuv_' -1 I `�lg�-1 �., rj� ��- 1�• ❑ ,y� 1 2 O J S.THIS DEVELOPMENT REGOGN IZES SECTION 22-4583,IDAHO CODE,RIGHT-TO-FARM,WHICH STATE$THAT NO AGRICULYU RAIL I }}D•� 7 ©�l c"'• o�r&•' ❑ Fn']`2'CO OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY }` N { ,�y5,p0-`f✓ 0 t�-1-�, 1D.�PS 51 p = ANY CHANGED CONDITIONS IN DR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN ��(� 1 © l 6 11 7�may']y: Cy '�WL� V� N TIME PF ITBEGAN OR WAS CONSTRUCTED PRTION FOR MORE THAN ONE�1) OVIDED THA OPERATION. THE PER THIS ECTI N$HAITY OR E_XPANS ION ;L NOT APPLY WHEN A7HE JO T�y�: Q�r OS ti,�+ Z� t - •j1,50 N89.29'� p NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL LA l- rpS'48d7 sl c; 1 L� 13'Z•�j'4' FACILITY DR E]CPANSIdN THEREOF- LA a W 71178 sl `w, M'BLOCK lfi L�1 ' 9•LOT 10,BLOCK 16;LOT 15.BLOCK 21 AND LOTS 10 AND 23,BLOCK 26 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY S7533'47 W _ c' I l S14'26'13"E THE OAKS HOMEOWNERS ASSOCIATION INC_ �1 39��r ¢.flQ' ��'��'l 1G-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT MTN THE CITY OF MERIDIAN RECORDED � AS INSTRUMENT NO- -RECORDS OF ADA COUNTY,IDAHO. 11-LOT 15,BLOCK 21 AND A PORTION OF LOT 14,BLOCK 21 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST DI I 1 f f AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015.AS INSTRUMENT THE OAKS NORTH SUBD. NO. 3 y � f � I I I NUMBER 2015.103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPCIRATED HEREIN BY THIS REFERENCE AS IF SET FORTH BOOK 118, PAGES 18072-18075 , IN FULL(THE"MASTER EASEMENT"I.THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO -- THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE.THE MASTER EASEMENT IS FOR THE I T II OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 1 I 12-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED g ' AS INSTRUMENT NO. _.RECORDS OF ADA COUNTY,IDAHO. Z 13•DIRECT LOT OR PARCEL ACCESS TO W.GONDOLA DRIVE IS PROHIBITED- 14•THIS SUBDIVISION WILL BE AN NEXEO INTO THE OAKS HOMEOWNERS ASSOCIATION AND SHALL BE SUBJECT TO THE CCSR 29 28 gA515 OF BEFRH_0__ 28 I�4 K I LM RM DOCUMENTS AS RECORDED IN INSTRUMENT NO-2015A3595$AND AS SUBSEQUENTLY AMENDED. 28 27 H8916'58'W 2835.25' S� --�-��-_-_-_------------------------ LLAND 32 33 589'16'45'E 2635.54' 20PF INST.Na CP&F INST.NO. 0-020779 2020-0020.37 FI 34 G T G,P CP&F INST,N0. Gi 4• � 2015--079245 CURVE TABLE CLINTON W.HANSE d 1+1 1$ OM CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE# LENGTH RADIUS DELTA BEARING CHORD CURVE N LENGTH RADIUS DELTA BEARING CHORD PLS 11118 1Z� C1 61.37' 50.DO' 7019'47' NBT16ITIPf 57.5V C13 41.77' 83.51 28.39'4T S15103'53W 41,34' C25 15.75' 73.50' 121651' Sffi'W24'W 15,72' C2 132.38' 50D W 1510'11' S651'07'E 131.99' C14 6&75' 523 50' 731'2Y 53Vi'46,E 68.70' C26 &27 73.50' 45511' S7SW23'W 6.27' fj�AOk w Ok C3 106.08' 60-OV 1011T48" S51'2252'W 92.7W C15 64.85 523 50' T0554' SIVW26"E 64.81' C27 30.84' 476-5V T42'2r S1Y34'5rE 3D-83' SURVEY NARRATIVE C4 198.64' 1ODO.OV 1122.527 SB3'39'41'E 19B.31' C16 5.D0' 52350' 0'32'S0' SWOV48'E 5.00' C28 95.32' 476.56 1177'4f S45V5YE 95,IV C5 62-80' 100.00' 56M'00" N72391YE 61.78' C17 15.94' 26-W 342628" H8711'59'W 1571' C29 64.5S 36.50' 1011748" S51'22'527W 1 56-45' THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM C6 56.96' 76.50' 5OTJ9'11' N65'XICE 14,116 C18 25.65' 1 26.5V 55'31'32'1 N4211'59'W 24,69' GM 33.27' 1023.50' I51'45' 5785071 33.27' SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARY OF C7 24.28' 97556 I'V29" S883B'22"E 24.28• C19 18.45' 20-W 51yt'47" $1121'10"W 17.84' C31 75.65' 1023.50' 414'%' S615T03"E 7564' N, THE OAKS NORTH SUBDIVISION NO.3,THE OAK$NORTH C8 96.40' 13M54 53922' S85175'57'E 96.36' C20 12.13' 55.W 1n7'59' N30'49'34'E 12,16 C32 75.14' 1023.50' 412'22' S86'10'17'E 75.12' SUBDIVISION NO.6,THE DAIS NORTH ON FROM REND.S.JUMP C9 73-30' 975 56 418'02" SW'07'15 E 73-26• C21 46-0 55-00' 4B7744- NO.21'42"E 45-W CM 19-V 1023.50' 1V439 688W47"E 19.25' �y r��, CREEK SUBDIVISION NO.3.INFORMATION FROM RECORD OF CIO 6.34' 53.50' 4.21'W' N8DV8'49'W 6.34' C22 57.60' 55.00' ww,OT H53.4709,w 55.00' C34 SIlT 121W 2fflSO5' H78.26'211 616S i oR Brothers �� o�uti v ns SURVEY NUMBER$$362,6547,$71$,6717,6811,8989,AND CURRENT DEEDS OF RECORD.THE SURVEYED C11 49,65' 83.50' 34T)4'16' SBO'38'29'W 48.95 C23 34.07 55.W 352V27' S787B'0TW 33.53' C35 17.17' SaW 19'40'13' H2416'19'W 17.08' AMERICA'S LUXURY HOME BUILOER� Land Sunreying and ConsUlun MONUM ENTA71ON AND CONTROLLING BOUNDARIES FIT THE g RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE C12 4g,g5' 6.3�56' 3412'33' S4634'O4'W 49.17 C24 11.45' 20.50' 32V0'Zr N76'4S37'E 11.3W 231 E.STH STREET,MERIDIAN ID S3642 BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. (208)288-2040 w .landmkficns_bv ma 10 35 SHEET 1 OF 3 -PDM IL`�IVHNC ----Y— ..........��g .� � � ��«,.�l4 � �' gyp;;^ e -;. � �, '�•''�. oal', :! -: ot Ja qx n c IBgr °° NI 4N1 �, W2& �{• ..��.,.,�tir'�—-, lM1'Latl le f�p:�pru9 z< � s 1 � F„ i ` yA g� EFDr� .-I r"• wf [�49 W Street Name Evaluation Response Sheet Subd►visionlJurisdktion: The❑aks North Sub No 111Meridian 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 O M O O O 1 M N N F'J O Ld PRELIMINARY PLAT DATA : x__1ULY L_ LUu S J CO N W. CHINDEN BL � -� ¢ O LEGEND SITE AREA 252.12 ACRES SINGLE-FAMILY RESIDENTIAL LOTS: 653 0 a o r o N SINGLE-FAMILY RESIDENTIAL (59.61 X) 150.29 ACRES MULTI-FAMILY LOTS: 3 X o BOUNDARY LINE —0 -2n- - EXISTING SANITARY SEWER MULTI-FAMILY RESIDENTIAL (7.89%) 19.89 ACRES MINI-STORAGE LOT: 1 a W Z z 0 0 MINI-STORAGE (3.01 X) 7.83 ACRES WELL SITE: 104 — SEC11ON LINE -----8'W--- -- PROPOSED WATER LINE WELL SITE (0.2396) 0.58 ACRES OPEN SPACE/COMMON LOTS: 40 1E V) 0 RIGHT-OF-WAY (19.78X) 49.87 ACRES TOTAL LOTS 698 c� z rn � -Co' EXISTING WATER LINE COMMON AREA (9.38%) 23.66 ACRES 3: �n RIGHT-OF-WAY LINE -— —— -�1� — — — APPROX. NON-RESIDENTIAL. USE AREA: 14.90 ACRES ®� ® C7 00 ARTERIAL BUFFERS 4.95 ACRES APPROX. RESIDENTIAL USE AREA: 237.22 ACRES o LOT LINE 4'PIRR PROPOSED PRESSURE IRRIGATION LINE RESIDENTIAL STREET BUFFER LOTS 1.29 ACRES 48.04 ACRES R.O.W. ®®� COLLECTOR STREET BUFFERS 5.10 ACRES ( ) CENTERLINE --------GIRR--------- PROPOSED GRAVITY IRRIGATION LINE PEDESTRIAN PATH LOTS 2.23 ACRES APPROX. MULTI-FAMILY USE AREA: 21.74 ACRES POOL FACILITY 5.71 ACRES (2.13 ACRES R.O.W.) - - - - - - - - - - EASEMENT UNE ---i� cMP---1 EXISTING PIPE POCKET PARK LOTS 4.38 ACRES GROSS DENSITY/268 UNITS: 12.33 DU/ACRE �� o NET DENSITY 268 UNITS: 13.66 DU ACRE ao a ZONING BOUNDARY >~ PROPOSED FIRE HYDRANT ELIGIBLE OPEN SPACE (i0.72X) 27.03 ACRES / / W. McMIl1AN RD. ---"" �" ,m m POCKET PARKS 4.38 ACRES APPROX. SINGLE-FAMILY USE AREA: 215.48 ACRES N N a POOL FACILITY5.71 c� ACRES d _........... EXISTING CITY LIMITS oHP EXISTING OVERHEAD POWER (45.91 ACRES R.O.W.) 50X ARTERIAL BUFFERS 2.47 ACRES GROSS DENSITY 653 UNITS: 3.03 DU ACRE L� J I- r� » ». PEDESTRIAN PATH LOTS / / 3wrR�n= ,G a�i+H�F,j� �; � o PROPOSED PHASE BOUNDARY 18I PROPOSED STREET LIGHT 2.23 ACRES NET DENSITY/653 UNITS• 3.85 DU/ACRE COLLECTOR STREET BUFFERS 5.10 ACRES ��c,,. �� _..,,F, '- ten?,F ;r " �,., 3 UJ 1' CONTOUR LINE SURFACE FLOW DIRECTION RESIDENTIAL. STREET LANDSCAPE BUFFERS 7.14 ACRES TOTAL GROSS RESIDENTIAL DENSITY: 3.88 DU/ACRE 1 a o -`_� FFH1iFh4ia � (n --ter-" W �— X MINIMUM RESIDENTIAL LOT SIZE 5 000 SF TOTAL NET RESIDENTIAL DENSITY: 4.87 DU/ACRE oz Q 5' CONTOUR LINE C STORM DRAIN SEEPAGE BED AVERAGE RESIDENTIAL LOT SIZE 10,025 SF AMENITIESt LL] Q - o CURB, GUTTER & SEPARATED --b STORM DRAINAGE LINE, SAND & GREASE TRAP EXISTING ZONING R-4, R-8. R-15 PARKWAY 100 50 0 100 200 300 > o ¢ I �-�--� 1. DETACHED 5' SIDEWALK & 8' LOCAL STREET' � � o SIDEWALK &„COLI.ECTION SYSTEM W N PROPOSED ZONING R-4, R-8, R-15 2. POOL FACILITY WITH PLAYGROUND EQUIPMENT SCALE IN FEET o vi --8"5 PROPOSED SANITARY SEWER - & PICNIC SHELTER U bj CO N 3. 6 POCKET PARKS WITH AMENITIES 4. 10' MULTI-USE PATHWAY VICINITY MAP 00 N.T.S. O r LOCATED IN SECTION 28, T. 4N., R.1W., B.M. MERIDIAN, ADA COUNTY, IDAHO rn U O � M O W N. 00 Z } � cO 14- N O U V) 175.08' » - � � 0 — IS RUT89 22 11 E �- z � . .: Y o U ( ' � � w00 rn W O (n z z o 18 �9 Z o N UNPLATTED N I k, 15 IR IGATION EASEMENT ` 28157 sf 19 =;_ UNPLATTED Wo M 1p N O I 1i 20 � " +" " ;�,�r,,,k a a_ COMMON 0 21 rIRR E urn „ v W S£SZ " N O o ., O O RUT - 1 r m y 5_ L3� GI o? `I 21 o o 120' R tO 12265 sf ' 17 :._. ��jIIJLL ' 0 12577 sf ^ - �`� �'' 14 r y n f ,. S 89'22'02" E 1136.34' z o z z /6 '_� <ti / �36„ 1 5 � ,` __ WWty 5'a'"//. a �,.. I <�. WWI :. i -:. '' m z ¢ z z T �- a 16769 sf - .. _. w.. - ::�ij�ly a a a 54 _ d w �` 17 o .: MULTI=FAMILY 5�5Z I Z o i33'_ `-- � 12522 sf - � � -_- ...,. �� MULTI-FAMILY . . .. ....... .._ _ �� R_ 20391 sf ..._�--- :, —..r ,� 0 . Kirk n . 0... . 4 UNITS 0 18 �3;, 3 -,_ \ UNPLATTED o z 16 _ I 13 13.._ o 0 0 19; �..' i ; '� � � owoa 11072 sf '� r •I _. o _ :.... i 144247 SF zo °° z z 13586 sf 1 20 _--- ,_ ro w,. - - ' 26 UN TS • :7� w: _ o ,.� ,. - <� -;:�;;_'; ,� ; ,_. ''-' 1172221 SF w _ `OCK 30 I 130. _ rsT, o `� __�:= _,\ /� . 3.31 ACRES 21 cat t U7 B 14384 sf. 3 l_ , .- ._.._. o rn �, GK 32ACRESO Z o - I _ 3 - - 00 130' I 130' ✓ - o 0 69 BLO 4 11700 sf rn .r I \` / BLpC I N d- I 2 15 I I 12 ,ors �q,� co TEMPORARY ACCESS - TO BE RELJNQUISHEa., � . ' - 1 � ``' � I UPON DEVELOPMENT OF ADJACENT'.PROPERTY. ...._.....,� w I p '� M 11050 sf I I 12 130 ao ,� 12899 sf 8 RUT — — 0 11050 sf T I 199' ---- - --- -- — --- --- — --- -- CO 1 4 i I NNECT TO a -- - — O 2 130 1 Q.._ --- -- WE�E�$R: - $�----�' - - --- ---- --- --- - -- 2"W-- EXISTING WATER ss--•--o 78 —�.... —moo N 8.,5 • 4 ' ' 1105 ,-sf / 1 g — 30 130 /14300 sf - •.: -< �'�i«�i """'""_ _ ;: — .. -,12`W —�' �T8'S � 00 "W I — bD 14 12CONNECT TO - 11 N 89 1 w 13 14 15 12.36 EXISTING SEWER w p �' : 11050 sf - ao I 11 :'' 130' I 9375 sf - N N 0 l� - � 2 7 .f �!�'Vi 11050 sf I N r ., o •, o f N /j,. O (0 C14 -Ole 01. 3 43' 'n p p Jt 130, 130' 11050 sfI 5 1 5' 9 00 - % ' ' 130 1 � o � � � r- .- r' Uri _.... • � 00 p �� s.�3 11700 f 12448 sf W Q O R' 13 s !! i O 2 - - o 53 ,; \ 5 o O.U1s CAy �� .�i37i I 11050 sf 0 130 0 10452 sf �. 1�3 W , �G: Q z rn fly I n�� CK 33 Q O fn to to -.r, k 11"5L_..,, `:�r 6 8�.0 -P ,. t - 00 > Li c9 V. I I cr- r PII , ��11 9 �' .N 5 N 14880 sf �;- m p •� is 130 130 11100 sf 6 0' $ 7 N M _. ..: 9 / r o� < z Z : t4,F p 'sz '6� cS I - 0 4 I 00 1216 M ,,� 10635 sf o - I 9 ' C0 13832 sf 10600 sf , n iA O Ll.l " 11053 sf 133 rn M ro / - -' - - ... N 11050 sf _._.... _-- :.. - ^ 3^ � , O Q1 0 c C , - _ �� I BLO 130, w N U NPLATTED CL �I�� s LtJ $ -9� 1 O 130 I 130' j 13592 sf 16187 sf W 1-1 ` sf RUT p - 14 w S � ... , a N ao n 1. 445 sf rn 1 A4 ,, 15535 sf \ S 13s FUTURE - is �, ;; 0 12283 sf r LECTOR v ri r �� • a.S $ 2 COL C ; C _ 2, 6 f, �� Y�' 7 N � 10438 st �, PROPOSED —� t� 3 4090 sf —� 'e. 8' / : s VO DTERRA co S� � SEE SHEET 2 94 z o � 0 _ z N o 0 m Z ~ w o ' Cj z z � Q 0 NOTES SHEET 1 A _� z SHEET 4 O J a �-- o 1. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY SEWER SYSTEM. " 50 ROW W 2. DOMESTIC WATER TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM. S j w 3. THE SUBJECT PROPERTY DOES NOT FALL WITHIN THE FEMA 100 YEAR FLOOD HAZARD ZONE - REFERENCE �1 FIRM PANELS 160001CO139H AND 160001CO140H, DATED FEBRUARY 19, 2003. z 5' Sidewalk 8' Landscaping 36' 8' Landscaping 5' Sidewalk M■�/ CL 4. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL O 1 , , 1�1 VL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. o �� 1 7 2 32 2 7 1 5. UNLESS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT Lj EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY I Roll Curb Roll Curb INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION SHEET 4 2.0% 2.0% BOUNDARY. z SHEET 2 —�- -..*--2.0% 2.0% 6. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. SHE 3 I i►= 111=:, s,..;..,,••.•. a o .•.n a=1 I 111= 109009629, RECORDS OF ADA COUNTY, IDAHO. ;: �• III= 7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805(B). THIS SUBDIVISION FALLS WITHIN THE DISTRICT OF THE CREASON LATERAL ASSOCIATION, AND ALL LOTS SHALL BE —J 'F Compacted Stable Sub rode ( 2 1/2" Asphaltic Pavement SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. p g ° SCALE 1 =100 8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WrrH THE r 3/4" Minus Crushed Gravel Pit Run Gravel t APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. °1 DWG.DATE 08/06/13 9. LOTS 1 & 2, BLOCK 1; LOTS 1, 3 & 10, BLOCK 2; LOT 1, BLOCK 4; LOT 7, BLOCK 6; LOT 13, BLOCK 8; W. Mcmium RD. TYPICAL STREET SECTION (50' R.O.W.) LOT 8, BLOCK 9; LOTS 2, 16 & 26, BLOCK 10; LOT 4, BLOCK 11; LOT 6, BLOCK 12; LOT 8, BLOCK 13; PROJ. No. 120315 BLOCLOT K 118; LOTS BLOCK 41 &T915BLOCK 19; LOTS BLOCK 15; TI,�7B& 14,LOCK 1BL0 K 20; LOTS�1B& 11,LOCK 1BL0 K 217; LOTS ; LOT&1, BLOCK SHEET KEY PLAN N.T.S. 22; LOTS 1, 7 & 17, BLOCK 23; LOT 11, BLOCK 24; LOT 1, BLOCK 25; LOT 1, BLOCK 26; LOT 1, BLOCK N.T.S. SHEET 1 OF 4 27; LOT 1, BLOCK 29; LOTS 1 & 18, BLOCK 30; LOT 1, BLOCK 33; AND LOT 2, BLOCK 34 ARE COMMON/ OPEN SPACE LOTS TO BE OWNED AND MAINTAINED BY THE OAKS SUBDIVISION HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS. PRE /120315-PRE-NORTH.DWG O O ao 5a o oo zoo 300 0 O 1 \ WO NNE W CD wi PRESSURE IRRIGATION PUMP STATION . 0 U N U M o S 0 36 34 -" i' O _- W _ -�... ... _._..._. ;�' SCALE IN FEET r . v ». _...._..... - _._... .... .. . . ..... _.. 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IFEBS7>R: _ /h:: O O = Lk z 2 16 17 h.,,., MULTI-FAMILY t MULTI-FAMILY 48 � _ ¢ 16 13 13 16 19 _ 34 UNITS D_ 28 UNITS UNPLAT(ED N _a N 144247 SF 1 L � ¢ O 1 20 117222 SF Z O �+. 0�(� 3 ��. 3.31 ACRES 21 2.89 ACRES +� � �aD 1 '�' ¢ O Z 1 15 rn t2 12 OE1ElOP1E11f OF ADMICBR 1D N N W W I- Q N - - O d RUT N 04 (n U `< N 11 Ylllllr' Yh�111w:::: i�:sooY,�Ynfk��a _ J+ LLJ 00 t4 t1 it 13 14 15 N 89'21 07 W 1312.38 U7 S`.� y 12 .rwFrrrkrYkrs�- �.a `" s y sygl y 00 RUT U I& 01A � -&AD 3 UNPLATTED RUT T s�"�Qi. �}j,? i. �.vli:e� 8 1p 9 $� UNPLATTED `�'�l,�� 13 i0..wo 31 a a_ .I O e� '' 1 1 E 31 S OO 52'12' W vie t: TA » 8 7 5 r, .!l L� �a>r I k Y:'1 . 4 €,I W 3 54 E 189.53' , S. 4' a � 27.84" S m.��s� ao.�9;�. 12 d- 9 10 11 12 13 14 is 18 17 18 19 t�0 , 22 t 2 3 4 ::. 9 g, % r UNPLATTED 5 6 7 a 14 3 4 5 6 7 - -- 5 3 RUT T O 00 b 11 7 4 9 2 548 9 10 9 9 _--� Q_ , FUTURE _ Q W 8 .. .:.....e._.... / :. f V 00 PROPOSED O d o � 6 ti G 7 1 2 3 4 5 6 7 a 9 10 11 iz 1, 2 3 4 5 0 3 - 5 ` Y ~00 x 7 11 „ 7 3 4 NIR.J)R, g12„, 1 k .-- N 1 6 SAM7 2 , \ U O — o ---� 1 11 m 5 24 21 20 19 18 17 10 15 14 t3 16 15 /4 13 12 8 12 17 Nf96'M Y < Z Co UNPL,ii 5 ao 2 10 1 13 16 I - W U O 0 0p co 4 9 s 3 10 I - � — ^.r,� � I z w �' w — cn — \ 9 15 z ., z co 3 N 3 ��,,n�Yy 5 a 1 0 o� 24 73 ZZ 2/ ZD 1 2 3 4 5 0 6 9 10 LL � c 2 e 4 s 0 4 8 '17 3 « O c _ ,` � 9 ., \. \�� 2 �pqC 25 O.. :Ml 3 10 a: J,,�.y 12 7 6 7 } r w 18 COMMON J6006 SF tl 2 it a b I CO o 19 1.74 ACRES 13 12 3 4 5 a = z 18 14 j 13 I I oo � o 17 17 18 13 7 / 5 3 2+ / wmov = o ,r 24 ' 4 wmz 5 .. ��. 10 9 8 7 14 16 15. .. 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(� � � 30 zo'LMDSCAPE BUFFER - - -EMERGENCY VEHICLE ACC E - - I, 1 2 3 4 S 6 7 8 9 10 it 12 13 5 16 17 t8 19 20 21 �✓ m 3 4 5 6 7 8 10 11 12 13 14 15 10 17 18 W O 31 I 2 9 I_ _ 15 CO ON 1 Q fi 30 3 COM 1S ^ Z ¢ 1 MINI-STORAGE a � 40 39 38 i 28 L.L W � 7 41 37 36 35 34 33 32 31 30 Zo Z8 0 1 SF 27 2F" 2 I;'9� I 2 :` 22 35 34 33 32 31 30 Zo 1 28 27 26 25 24 !€ ^3 2: "1 'I' 20 F- Z 2 341055 SF 7.83 ACRES 1 I 3 E 5 TUT o 0 3 I I 29 O J Qf w.ulwler►�sr. 26 z W ¢ I 5 8 7 8 9 10 1t 12 13 14 15 16 i7 to 19 W 21 22 23 24 25 26 I xaLwoscAaE BUFFER�1 ♦ 16 I 7 E 9 10 ,1 12 13 14 18 19 20 21 22 23 24 7 - P e Cw'^ 205 COMMON - FUTURE ROW LANDSCAPE BUFF ) 7 2 t 1 1 3 W t —• w.Mc►mLv+ROAD 835 <rvrrrry: ` " mow.. — — :, .r,��w�'rrr� ,rrrrr 7irrry krr�i. �rkrrTT� rrrrrro" 131 7� CL - ' N 89'18 45 W 88 TT � T • TV:T / UNP T4 - I ROPO ED 0 CS UTH ElW ON I I �- !� \ % F I�1NP RC�POS�E t SO TH S�lBDMSION u mm SCALE 1 =200 PYT — L DWG.DATE 08 06 13 I T , 4, :w:"ib5 Ft_tMW DR :::::..... ,_,,..,. / _,. :.:,.: ,:... T_ 1 - � I � j 'y W.as Finl�s aL / W.I�s F sr. PROD. N0. 120315 SHEET 4 OF 4 PRE /120315-PRE-NORTH.DWG THE OAKS NORTH SUBDIVISION NO. 11 BOOK , PAGE LOCATED IN THE SW 1 /4 OF THE NE 1 /4 AND THE NW 1 /4 OF THE SE 1 /4 OF SECTION 28, T4N, R1W, BM MERIDIAN, ADA COUNTY, IDAHO LEGEND 2021 ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT W. CHINDEN_BLVD. FOUND 1/2" REBAR WITH PLS 11118 E 1116 PLASTIC CAP, OR AS NOTED Cl INST. NO. FOUND 5/8" REBAR WITH PLS 11118 2020-051997 ® PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 1 PLASTIC CAP LS 3627 POINT OF ® SET 5/8" REBAR WITH PLS 11118 S77 UO PLASTIC CAP '58=E 66733 BEGINNING o `" o N 1 18 LOT NUMBER 1 o UNPLATTED M I - - - - - - SECTION LINE CENTER LINE LINE TABLE I I I o F55.12' 01 $7� PUBLIC UTILITY, PRESSURE IRRIGATION LINE # LENGTH DIRECTION I I 162.63'_ 5814"E AND LOT DRAINAGE EASEMENT LINE, L1 12.09' S41'21'08"W - _ Lai � \\ -7 75.00, S775 67�'81 I SEE NOTES 1 &2 81 ^� �\ 17 1 /-75 4 E 59 1 ACHD TEMPORARY EASEMENT ACHD PERMANENT SIDEWALK L2 23.50' S75'33'47"W •- 6'. cP = ,� oo' 1.ss NSTR. No. I `� ---- ------ ------------- EASEMENT LINE PER '� 16 \ 4836 sf N� w 18 19 �75.0p�� 7242 V 0 50 100 200 INSTRUMENT NO. L3 23.50' S75'33'47"W I ^ ' L4 23.50' N14'26'13"W 9713 sf v- ZD 20 76, LS 7729 5 52� o OTHER EASEMENT LINE AS NOTED L5 23.50' N14'26'13"W �I - rn I 9865 sf \ \ 9715 sf�l ��; ,� 21 ,,, / w SUBDIVISION BOUNDARY LINE L6 28.28' S30'33'47"W - I V - z 9645 sf �� P� M rn 22 23 SCALE: o I 11- C1 68; L I z o295 sf N o LOT LINE - o� ��8237 sf , 0 15115 sf ry Q L7 28.28' N59'26'13"W ,,, �3 - 7- _ BLOCK 26 z of / ADJACENT PROPERTY LINE L8 27.70' SO'36'34"W 1_000 I `-' 15�3'g.� ��'� �� _ _ 145.44' (7/ 01. -C9- L9 31.90' SO'34'39"W o I O 75�f �� rG� S77$814 E ' RI�R OAKS DR. -C8---- C7--50.72'- 21.25'-�C6 / cn o 7 15' Gti 1 p2.3p'__ -C4 S89'21'07'E C5 CID' OF MERIDIAN SANITARY L10 91.00' N14'26'13"W ¢ = I_,_I - i - - _ -� _ _ �_ - J F- (� cal L -126.50'_ 4314'-_ 71.97 / SEWER AND WATER EASEMENT �C30-__ NsrR. No. ----------- L11 109.31' N89'29'26"W I Q 11 C _ O N89'16'02"W w o 6 5 - 31- --C32--- _ 16.22'- 34 00 L12 6.62' NO'3T35"E I z w co 00__ �n rn �"' C33 55.75'- C � NOTES Z o0 0 14 0 7�I 4661 sf 12 0 \ cD L13 24.67' N89'22'25"W ¢ Cn I to LO �,ri �1� ^ 0' 13 w 14 ``' 16 ao 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,OAKS HOMEOWNERS Y I 9487 sf 15 Q I i� ll ^ z �75 144.16' w 10720 sf N 9024 sf uj 8498Of � 8 64O f III 'u-. 8647 sf \ ASSOCIATION INC.PRESSURE IRRIGATION,AND LOT DRAINAGE OVER THE FIFTEEN(15)FEET ADJACENT TO ANY PUBLIC v p _ _126.50'_ IJ �M o M N STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO g Y p N89'16'02°W of � o o m w CD Z N89 W02 W Z o to �5' z o z 3,z SEE NOTE 77 !7 0 �� EACH LOT. 1=- O 13 n 1 10 0 o N89'28'05"W Z ) L _\ o 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT 1 Z cn - 9908 sf _ 2609 sf o 75.00' 75.00' 75.00' 75.00' ;'�•"� \ \ ' 00 I 0No ��1.66 o r7 p / FOR PUBLIC UTILITIES,OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) BLOCK 26 N v J 50 83 25.02 `49.98'- 62.40' -162.60' N� FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR - �70' 132-15'- v�N �i�g' -1396� �50d�\ \ BLOCK 21 5�� N89'21'07"W OZ SUBDIVISION BOUNDARY. i I Z �s 3*12 31"W T_ v 50" �533 41"� \ \ \ \� © ^� 1441J sf �i I 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF c> 91. C N� Z 7 o ^ �/ z CO m c, <v 0 _ THE RESUBDIVISON. p 12 �v N ® P c�''+\ o? 10669 sf cv �^ �`� / o O o� -� \ \? �,10419 sf� O (n 4-THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM,TO BE co d, o 9476 sf 8' P A �= Z �� O 0'� 00 CP O? o'0 4 J �,\ 10496 sf-, w. \ �/ �O` > 00 OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. IN COMPLIANCE WITH IDAHO CODE SECTION / _ I O N 12 " �' \\ 12735 sf \ \� �5 / / CE 1�16 p 31-3805(1)(b).ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 1 FOUND 2.5" PIPE L S163553 W w ��Z \� C24 C23- ,�, / LS 7729 m w \ i4 C26 - 2 i 5987 sf U 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE co 11 6,\� !-6a �' N Q ZONING REGULATIONS OF THE CITY OF MERIDIAN. Cl INST. N0. \ Z w C25 2015-014105 ? can 10430 sf o \ \� \\ l5 p0 C� �rr�`� \\ O � Ln W ¢ 6-MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT O 50 c, \ �2.50 C17 C35 c LEI rn w � OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. i 1 "W !� Vd• M� �� Z S89'29'26"E N 33 4� 10 i ca "W , / 914 Od O _ _ J U 7-BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH W 6 4535�1115p" " g►53j ' 25 �50p 0, 10 �'� 133.96' o GROUNDWATER ELEVATION. N\o �\ �\ O m_ 8-THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL I \ O w 110.26 ® \ \� o a, cr�01 Y r7 OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY \� o W�o C \a? 0377 sf N�L13 z ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN 00' Z N 9863 sf o\ c,; N `3 L11 c OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE ,85 5 © \ \� �\ 6 9806 sf \ L2 , „ - TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A i W O \ \Z �\ \� 9862 sf '1 .50 2 N89°29 26, W i� _ NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL i Q �,, N 9862 sf o c,w 0 FACILITY OR EXPANSION THEREOF. W V A 65 0 829 sf 132.64 N Z W 11178 sf `Jo\ \ �k BLOCK 16 �5•p0 ' " I 9-LOT 10, BLOCK 16;LOTS 2 AND 16,BLOCK 21;AND LOTS 10 AND 23, BLOCK 26 ARE COMMON LOTS TO BE OWNED AND CIO - \ o ' S14`26'13"E S75'33 47 W - MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. N \ \ 5 5 Op ��5 OO �J96'So / 1 4.00' 47.00 - 10-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED z \ \ \ �5,��'l\1 w ONQQ� OR I AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. \ \ \ i85 p0 5 w• G / 11-LOT 16, BLOCK 21 AND A PORTION OF LOT 15 BLOCK 21 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST THE OAKS NORTH SUBD. N0. 3 7 AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT \ / / I NUMBER 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH \ BOOK 118, PAGES 18072-18075 / IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO O I / THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE.THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. W / I U 1 12-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED \/ / I I / le U AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. I Z m 13-DIRECT LOT OR PARCEL ACCESS TO W.GONDOLA DRIVE IS PROHIBITED. 29 28 1/4 Z 1 14-THIS SUBDIVISION WILL BE ANNEXED INTO THE OAKS HOMEOWNERS ASSOCIATION AND SHALL BE SUBJECT TO THE CC&R BASIS OF BEARING 28 _ W. Mc_MILLAN ROAD DOCUMENTS AS RECORDED IN INSTRUMENT NO.2015-035955 AND AS SUBSEQUENTLY AMENDED. _ _ _ _ _ _ _ 28 27 32 33 N89'16'58"W 2635.25' 33 S89'16'45"E 2635.54' - - CP&F INST. NO. C202 INST. 37 33 34 2020-020779 2020-002037 Cl INST. N0. 2015-079245 CURVE TABLE CURVE ## LENGTH RADIUS DELTA BEARING CHORD CURVE ## LENGTH RADIUS DELTA BEARING CHORD CURVE ## LENGTH RADIUS DELTA BEARING CHORD \dl LAND%P 0� �G1STe- ,PL C1 61.37' 50.00' 70'19'47" N69'16'19"W 57.59' C13 41.77' 83.50' 28'39'49" S15'03'53"W 41.34' C25 15.75' 73.50' 12*16'51" S86'35'24"W 15.72' o<v Q- 100 C2 132.38' 500.00' 15*1O'11" S6'51'07"E 131.99' C14 68.75' 523.50' 7'31'27" S3'01'46"E 68.70' C26 6.27' 73.50' 4'53'11" S78'00'23"W 6.27' CLINTON W. HANSEN a' 476.50"E 64.81'26'20" S10'54'05' 7' 523.50"''"*'' 1 1 1 18 C3 106.08 60.00 10117'48 S512252W 92.79' C15 64.85 ' C27 30.84 SURVEY NARRATIVE PLS 11118' ' ' " ' ' " 'E 30.835834 S122942 3 N,, _o = C4 198.64' 1000.00' 11'22'52" S83'39'41"E 198.31' C16 5.00' 523.50' 0'32'50" S14'09'48"E 5.00' C28 95.32' 476.50' 11'27'42" S4'59'53"E 95.16' THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED C5 62.80' 100.00' 35'59'00" N72'39'23"E 61.78' C17 15.94' 26.50' 34'28'28" N87'11'59"W 15.71' C29 64.53' 36.50' 101*17'48" S51'22'52"W 56.45' �i�,� OF P\,��v FROM SURVEYED TIES TO CONTROLLING SECTION N W.N CORNER MONUMENTATION,THE PLATTED SUBDIVISION C6 66.96' 76.50' 50'09'11" N65'34'18"E 64.85' C18 25.68' 26.50' 55'31'32" N42'11'59"W 24.69' C30 33.27' 1023.50' 1'51'45" S78'54'07"E 33.27' BOUNDARY OF THE OAKS NORTH SUBDIVISION NO.3,THE C7 24.28' 976.50' 1'25'29" S88'38'22"E 24.28' C19 18.45' 20.50' 51'34'47" S11'21'10"W 17.84' C31 75.65' 1023.50' 4'14'06" S81'57'03"E 75.64' OAKS NORTH SUBDIVISION NO.6,THE OAKS NORTH SUBDIVISION NO.9,JUMP CREEK SUBDIVISION NO.3, C8 96.40' 976.50' 5'39'22" S85'05'57"E 96.36' C20 17.49' 55.00' 18*13'21" N28'01'53"E 17.42' C32 75.14' 1023.50' 4*12'22" S86'1O'17"E 75.12' INFORMATION FROM RECORD OF SURVEY NUMBERS 5362, C9 73.30' 976.50' 4*18'02" S80'07'15"E 73.28' C21 46.00' 55.00' 47'54'54" N5'02'14"W 44.67' C33 19.25' 1023.50' 1'04'39" S88'48'47"E 19.25' `roll Brothers Lan ®lutions 6547,6715,6717,6811,8989,AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND C10 6.34' 83.50' 4'21'09" N80'08'49"W 6.34' C22 52.60' 55.00' 54'47'29" N56'23'25"W 50.61' C34 61.25' 123.50' 28'25'05" N76'26'21"E 60.63' CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND C11 49.65' 83.50' 34*04'16" S80'38'29"W 48.93' C23 34.07' 55.00' 35'29'27" S78'28'07"W 33.53' C35 17.17' 50.00' 19'40'13" N24'16'19"W 17.08' AMERICA'S LUXURY HOME BUILDER® Land Surveying and Consulting WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS ' ' ' ' " ' ' " ' ' ' ' ' " ' ' " 231 E.5TH STREET, MERIDIAN ID 83642 SUBDIVISION SHOWN HEREON. C12 49.85 83.50 341233 S463004W 49.12 C24 11.45 20.50 320026 N764337E 11.30' (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 1 OF 3 THE OAKS NORTH SUBDIVISION NO . 11 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 IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF THE OAKS NORTH SUBDIVISION NO. 11; COUNTY OF ADA S.S. A PARCEL LOCATED IN THE SW '/4 OF THE NE '/4 AND THE NW '/4 OF THE SE '/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: AND FOR SAID STATE PERSONALLY APPEARED SUSAN STANLEY, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO SUBSCRIBED COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SE '/4 (S '/4 CORNER) OF SAID SECTION 28, FROM WHICH A SAID LIMITED LLIABILITY COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28 BEARS N 89°16'58" W A DISTANCE OF 2635.25 FEET; TO ME THAT SHE EXECUTED THE SAME IN SAID LIABILITY COMPANY'S NAME. THENCE N 0°43'41" E ALONG THE WEST BOUNDARY OF SAID SE '/4 A DISTANCE OF 2634.11 FEET TO A 2.5 INCH DIAMETER IRON PIPE MONUMENT MARKING IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY THE NORTHWEST CORNER OF SAID SE '/4 (CENTER '/4 CORNER) OF SAID SECTION 28, THE SOUTHEAST CORNER OF PEREGRINE HEIGHTS SUBDIVISION, AS AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. SHOWN IN BOOK 68 OF PLATS ON PAGES 7026 THROUGH 7027, AND A POINT ON NORTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6, AS SHOWN IN BOOK 120 OF PLATS ON PAGES 18759 THROUGH 18762, RECORDS OF ADA COUNTY, IDAHO; MY COMMISSION EXPIRES THENCE N 0°43'58" E ALONG THE WEST BOUNDARY OF THE SW '/4 OF THE NE '/4 OF SAID SECTION 28, THE EASTERLY BOUNDARY OF SAID PEREGRINE HEIGHTS SUBDIVISION, ALSO BEING PARTIALLY ALONG SAID NORTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6 AND THE WESTERLY RESIDING AT BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 9, AS SHOWN IN BOOK OF PLATS ON PAGES - , RECORDS OF ADA COUNTY, IDAHO A DISTANCE OF 625.86 FEET TO A 5/8 INCH DIAMETER IRON PIN MARKING THE NORTHWESTERLY CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 9; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 9 S 77°58'14" E A DISTANCE OF 667.33 FEET TO A 5/8 INCH NOTARY PUBLIC FOR THE STATE OF IDAHO DIAMETER IRON PIN MONUMENT MARKING THE NORTHEASTERLY CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 9 AND THE POINT OF BEGINNING; THENCE LEAVING SAID SUBDIVISION BOUNDARY AND CONTINUING S 77°58'14" E A DISTANCE OF 670.81 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID SW '/4 OF THE NE '/4; THENCE ALONG SAID EASTERLY BOUNDARY, ALSO BEING PARTIALLY ALONG THE WESTERLY BOUNDARY OF JUMP CREEK SUBDIVISION NO. 3, AS SHOWN IN BOOK 119 OF PLATS ON PAGES 18415 THROUGH 18419, RECORDS OF ADA COUNTY, IDAHO, S 0°36'34"W (FORMERLY S 0°36'01"W)A DISTANCE OF 361.84 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE NORTHEAST CORNER OF THE NW '/4 OF THE SE '/4 OF SAID SECTION 28; THENCE ALONG THE EASTERLY BOUNDARY OF SAID NW '/4 OF THE SE '/4 AND THE WESTERLY BOUNDARY OF SAID JUMP CREEK SUBDIVISION NO. 3 S 0°37'35"W A DISTANCE OF 165.11 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE NORTHEASTERLY CORNER OF THE OAKS NORTH SUBDIVISION NO. 3 AS SHOWN IN BOOK 118 OF PLATS ON PAGES 18072 THROUGH 18075, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 3 THE FOLLOWING COURSES AND DISTANCES: THENCE N 89°29'26"W A DISTANCE OF 132.64 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; THENCE S 75°33'47" W A DISTANCE OF 47.00 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; THENCE S 14°26'13" E A DISTANCE OF 14.00 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; CERTIFICATE OF SURVEYOR THENCE S 75°33'47" W A DISTANCE OF 396.50 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE SOUTHEASTERLY CORNER OF SAID I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND THE OAKS NORTH SUBDIVISION NO. 6; SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 3 AND ALONG THE EASTERLY BOUNDARY OF SAID THE OAKS NORTH DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN SUBDIVISION NO. 6 THE FOLLOWING COURSES AND DISTANCES: CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE N 14'26'13"W A DISTANCE OF 178.50 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; �,t�p,L LA/VD THENCE S 75°33'47" W A DISTANCE OF 44.74 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; 5G1STeb G,P� THENCE N 14'26'13"W A DISTANCE OF 111.51 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; CLINTON W. HANSEN a 1 1 1 18 THENCE N 10°56'29"W A DISTANCE OF 85.01 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE NORTHEASTERLY CORNER OF SAID PLS 11118 On �0 _ THE OAKS NORTH SUBDIVISION NO. 6, SAID POINT ALSO BEING THE SOUTHEASTERLY CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 9; 91F OF THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 6 AND ALONG THE EASTERLY BOUNDARY OF SAID THE OAKS NORTH TON W NP- SUBDIVISION NO. 9 THE FOLLOWING COURSES AND DISTANCES: THENCE N 0°43'58" E A DISTANCE OF 270.00 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; THENCE N 12°22'23" E A DISTANCE OF 170.50 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 9.99 ACRES MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY BY SUSAN STANLEY, DIVISION PRESIDENT `?oll Brothers L!;n!jr? 101ufions� AMERICANS LUXURY HOME BUILDER® Land Surveying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 2 OF 3 THE OAKS NORTH SUBDIVISION NO . 11 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. APPROVAL OF CITY COUNCIL THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. 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 \O�p,L LA NVS GPLt^APPROVAL OF ADA COUNTY HIGHWAY DISTRICT CLINTON W. HANSEN a 1 1 1180 0 THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY PLS 11118 N DISTRICT COMMISSIONERS ON THE DAY OF , 20 A_. n� OP�2 OF � �5 ON W. NP PRESIDENT, ADA COUNTY HIGHWAY DISTRICT `?oll Brothers � , J Jc 0I Ut 161 ions: AMERICANS LUXURY HOME BUILDER® Land Surveying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 3 OF 3 THE OAKS NORTH SUBDIVISION NO . 11 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. APPROVAL OF CITY COUNCIL THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. 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 \O�p,L LA NVS GPLt^APPROVAL OF ADA COUNTY HIGHWAY DISTRICT CLINTON W. HANSEN a 1 1 1180 0 THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY PLS 11118 N DISTRICT COMMISSIONERS ON THE DAY OF , 20 A_. n� OP�2 OF � �5 ON W. NP PRESIDENT, ADA COUNTY HIGHWAY DISTRICT `?oll Brothers � , J Jc 0I Ut 161 ions: AMERICANS LUXURY HOME BUILDER® Land Surveying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 3 OF 3 Issue Description Date ISSUE 5-15-21 STREET NAME 5-25-21 LOT LINE REV. 6-10-21 OF C. 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SHERYL DRIVE, SUITE 100 Z y i Sheet Number MERIDIAN, IDAHO 83642 i \\ NORTH Phone (208) 424-0020 L01 30' 60' 90' � - T H �HASk 3 SCALE I" = 30' 2 of 5 Sheets Issue Description Date ISSUE 5-15-21 STREET NAME 5-25-21 LOT L I NE REV. 6-10-21 FL.ANT 5CHEI-;�JLE C. E (REFERENGE SHT L 1.3) SYM COMMON NAME SHADE TREES (GLASS III) r 65354 RO RED OAK �•/�r�fl�5yy**�� SHADE/STREET TREES (GLASS 11) ►1►�1�1111►1 AB AUTUMN BLAZE MAPLE - - - 6-pqC� GS CRIMSON SUNSET MAPLE TT TULIP TREE \`\ '`•1 ' 7 / ORNAMENTAL TREES (GLASS 1) ' I I / / AM AMUR MAPLE � •z GHL� \ \ \ I I a RR ROYAL RAINDROPS GRABAPPLE MAC � 1 I � � \ \ ' N` \ \ \ I SHRUBS/ORNAMENTAL GRASSES/PERENNIALS 6100 G \ 6 I 5 BE BLACK EYED SUSAN \ \ \ \ 10,669 IQ FT 1 ' ' \ I 14,412 IQ FT / / BL BLACK LAGS ELDERBERRY JENSENBELTS GM WALKER'S LOW CATMINT 7 \ I / GR RED FLOWER CARPET ROSE ASSOCIATES \ \ 1o,41s IQ FT I I a DF DWARF FOUNTAIN GRASS cl� i\ \ \ \ \ \ \ I I / / FY MEADOWLARK FORSYTHIA \ 8 \ \ _\ / / IH IVORY HALO DOGWOOD Site Planning 10,496 IQ FT —__ � KF KARL FOERSTER REED GRASS Landscape Architecture / \ \ \ \_ / MS MERLOT SWEETSPIRE M6 MAIDEN GRASS 1509 Tyrell Lane, Ste 130 + i 9 - Boise, \ 12,735 IQ FT \ "-" O SM SLOWMOUND MU60 PINE ® � "" � Ph. (208)h3483�065 2-AB \ � \ - ' `� � � � � SW SUMMER WINE NINEBARK www.jensenbelts.com _ 2-A o • + (h\ \ fl Q LAWN B \ 10430 S FT VISION / \ —� - d w \ 4 Q 3-GR TRIANGLE p 4 '� a'w , 15,981 IQ FT 6+J � I �/INYL FENCE ALONG -BL I-MS \ (TYP) / fl s"w\ j 8 PROPERTY PERIMETER I \ c° 8-GM 2-MG 3-IH g"W I 6 HT SOLID L SIDE YARDS (TYP). 3-IH �" � � � � D >� \ � , � -�- " VINYL FENCE SEE DTL 4, SHT L 1.3 ®3- 5-DF •" - Q SEE DTL 4, F 3-IH SHT L1.3 (TYP) 4' VINYL FENCE 4-G LAWN C\``_, ", �, ADJACENT TO COMMON M — — (TYP) i " Q Z —_ — — — OPEN SPACES (TYP). W SEE DTL 4 SHT L I.3 " Z L ®� / • / 3 0. w I-TTQ o Q — \ \ 5-BE \ RELOGATE10,371 Q IT 1F 1. REFER TO SHT L 1.3 FOR PLANT SGHEDULE, ■ 8-TT ' Q \ \ \ 5 KF 14 c EXISTING FENCE I 01 LANDSCAPE NOTES, AND DETAILS. 1 1 �\ 0 W 9 I-MS—\— LAWN (TYP) O �• / \ \ \ \ 9,806 IQ FT 5-BE . IOLTT EX. CONC. 2. REFER TO SHT LIA FOR LANDSCAPE Z O \ \ I—MS \ o \ PLANTING PAD SPEGIFIGATION AND IRRI6ATION = Q 3—GM BED MULCH EX. T sFORM PERFORMANGE SPEC I F I GATI ON. vA 8 Q V\ \ 9,862 IQ FT O C I-MS \ by 829 SQ FT \ 7 \ \ \ \ o\ o 3-KF \d„ BLOCK 22 w 9,862 IQ FT \ hSW , , O NO \ 9,863 IQ FT B"\N .nl \ \ F- \ 11,177 IQ FT W \ \ 000 d� 00 � Nb, �eoN? J Z Job Number 2109 KEY MAP Drawn Checked JJN KCS Scale AS SHOWN ?` l" i I �� >• L I;I , i I i A I Z I \\\\�/• � I—J --__Jl:l___ III it i Sheet Title i Y = J 1 II �- , I LANDSCAPE �____J ----- i i o \--- JI,�_ PLAN i � � i I ---- ''I 1 _,. _=_ F_____ \' — ?\ \\ \\ i /I .6 I DEVELOPER t i TOLL BROTHERS, LLC O W 3103 W. SHERYL DRIVE, SUITE 100 Z" y i Sheet Number MERIDIAN, IDAHO 83642 NORTH Phone (208) 424-0020 '� Llm2 0' 30' 60' 90' � - T H CHASE 3 SCALE I" = 30' 3 of 5 Sheets Issue Description Date ISSUE 5-15-21 STREET NAME 5-25-21 LOT L I NE REV. 6-10-21 ��1L1<{1 f 1111f1 8' x 2" x 2" CEDAR STAKE, 2 PER TREE. I FL�ANT 5CHEI:%L�E y, ' SET STAKES PARALLEL TO PREVAILING POST GAP OFF WIND. SEGURE WITH RUBBER CINCH TIES. DO NOT PENETRATE ROOTBALL. 6 O.G. I Y2" x 5 Y2" RAIL �*��C. � SEE NOTE 3. SYM COMMON NAME BOTANICAL NAME SIZE -/8" x 13 _/8" PANELS ROOT GROWN TO BE I-2 SHADE TREES (GLASS III) � 4" ABOVE FINISH GRADE. RO RED OAK QUERGU5 RUBRA 2" GAL B$E, TRUNK FLARE MUST BE VISIBLE SHADE/STREET TREES (GLASS II) .6535 IN PLANTING BEDS: MULCH AS SPECIFIED. �11 AB AUTUMN BLAZE MAPLE AGER x FREEMANI I 'JEFFSRED' 2" GAL B$B �II� �I��►� 5'-0" MIN BRUSH AWAY FROM TRUNK. �t Q GS GRIMSON SUNSET MAPLE AGER TRUNGATUM 'CRIMSON SUNSET' 2" GAL B$B TT TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL B$B FERTILIZER TABS AS SPEGIFIED p SNIP BASKET I � " " ORNrAMENTAMUR M ES LASS I) APLE AGER C21NNALA 'FLAME' 6-8' MULTI-STEM 2'-O" Mr I I — — TURN BACK BURLAP 1/3. 5 x 5 POST RR ROYAL RAINDROPS GRABAPPLE MALUS x 'JFS-KW5' 2" GAL B,$B = =I =I =Ir BAGKFILL W/ TOPSOIL MIX SHRUBS/ORNAMENTAL GRASSES/PERENNIALS AS 5PEG'O 4 TAMP LOOSELY BE BLACK EYED SUSAN RUOBEGKI A FUL61 DA 'GOMSSTRUM' 16AL IN 4 -6 LIFTS 2 x BALL DIA. BL BLACK LAGS ELDERBERRY SAMBUGUS NIORA 'EVA' 5 6AL GM WALKER'S LOW CATMINT NEPETA x FAASSENII 'WALKER'S LOW' 16AL FOOTING PER MF6 GR RED FLOWER GARPET ROSE ROSA 'FLOWER CARPET- NOARE' 3 5AL JENSENBELTS NOTES: RECOMMENDATIONS OF DWARF FOUNTAIN GRASS PENN15ETUM ALOPEGUROIDE5 'HAMELN' 2 6AL FY MEADOWLARK FORSYTHIA FORSYTHIA 'GOURTASOL' 5 6AL ASSOCIATES I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. IH IVORY HALO DOGWOOD GORNUS ALBA BAILHALO 5 6AL 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP I/3 OF ALL ROOT BALLS AFTER NOT ES: KF KARL FOER5TER REED 6RA55 GALAMA&RO5T15 ARUNDINAGEA 'K.F.' 16AL PLANTING. IF 5YNTHETIG WRAP/BURLAP IS USED IT MUST BE COMPLETELY REMOVED. Site Planning I. FENCING TO MATCH EXISTING OAKS SUBDIVISION VINYL FENCING. MS MERLOT SWEETSPIRE ITEA VIR6INIGA 'MERLOT' S 6AL 3. STAKING OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS M6 MAIDEN 6RA55 MI5GANTHU5 SINEN515 '6RAGILLIMU5' I GAL Landscape Architecture RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN CONTRACTOR TO VERIFY STYLE TO MATCH. 2. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 5M 5LOWMOUND MU60 PINE PINU5 MU60 '5LOWMOUND' 5 6AL STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF 3. 6" WIDE ROCK MULCH MOW STRIP TO BE INSTALL AT SW SUMMER WINE NINEBARK PHY50GARPU5 OPULIFOLIU5 '5EWARD' 5 6AL 1509 Tyrell Lane, Ste 130 THE I YEAR WARRANTY PERIOD. Boise, Idaho 83706 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. BASE OF FENCE ON COMMON LOT SIDE. Ph. (208) 343-7175 www.jensenbelts.com TREE PLANT I N6/STAK I N6 4 V I N"rL PR I VAGY FENGE 6 VINYL FENCE ALONG 4' VINYL FENCE PROPERTY PERIMETER I$ ADJAGENT TO COMMON NOT TO SCALE NOT TO SCALE LAWN SIDE YARDS (TYP). X OPEN AREA (TYP). SEE DTL 4, THIS SHT. SEE DTL 4, THIS SHT. i r Z MULCH AS SPECIFIED. T BRUSH AWAY FROM STEM. J ■ 0 W :III=III =_ TURN BACK BURLAP, TOP I/3 OF BALL. L.AN�5CAFE C.,ALCULAT10N5 NOTE5 =III= =III= KEEP GROUND LINE SAME AS NURSERY. Z O LOCATION REQUIRED PROVIDED = Q FERTILIZER TABS AS SPECIFIED =III — — — — — — - I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH CITY OF MERIDIAN CODE. I I=-I I I I—I I I— _ PARK/COMMON OPEN SPACE 22,625 SF / 8000 - 3 TREES 10 TREES 2. REFER TO THIS SHT FOR PLANT SGHEDULE, LANDSGAPE DETAILS, NOTES, I$ GALGULATIONS. Q PLANTING 501L AS PER SPECS. REFER TO SHT L1.4 - SPEG SECTION 32 c10 00 FOR LANDSGAPE WORK SPEGIFIGATION. NUMBER OF RESIDENTIAL LOTS: 50 3. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. LINEAR FEET OF PARK STRIP: 2,420 LF REFER TO SHT L1.4 - SPEG SECTION 32 84 00 - IRRIGATION PERFORMANGE 5PEGIFIGATION. Z NOTE: DIG HOLE TWIGE THE SIZE OF ROOTBALL. 30 LOTS X 26' DRIVEWAY WIDTH: 780 LF z LINEAR FEET OF RESIDENTIAL PARK STRIPS MINUS DRIVEWAY WIDTHS: 1,640 LF 4. LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. O Q� J 5. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL STORM DRAIN PIPE, 5TRUGTURE5, Q OR FAGILITIE5. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING RESIDENTIAL PARK STRIPS: 47 TREES 52 TREES THE GON5TRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. M SHRUB FLANTI N6 1040 LF / 35' = 47 TREES REQUIRED L.L 2 6. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSEGTIONS. NO CONIFEROUS TREES W NOT TO SCALE OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN 516HT TRIANGLE OR ROW. AS TREES J TOTAL NUMBER OF TREES: 50 TREES 62 TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE GANOPIES TO MEET REQUIREMENTS FOR MAINTAINING GLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. 0. 7. TREES SHALL BE PLANTED NO CLOSER THAN 50 FROM STOP SIGNS. J 8. LANDSGAPE AND TREES IN FRONT OF BUILDIN6 LOTS ON INTERIOR STREETS TO BE GOMPLETED Q DURING GONSTRUGTION ON THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE O z DRIVEWAYS. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. U. ci. DUE TO PLANT MATERIAL AVAILABILITY, PLANT LIST IS SUBJECT TO SUBSTITUTIONS OF SIMILAR TURF 8' SPEGIES. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT MULCH LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE GOMPLETELY REMOVED PER SPEC FROM TREES. 10. THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION 15 REQUIRED. 4�16 1=1 II ' ' — Job Number 21 09 - �I=1 I IIIIIIIIIII�IIIIIII—I�1- ' I ,Illlilllllil��FINISH CUT GUT EDGE TOP SOIL Drawn Checked GRADE J J N K C S Scale AS SHOWN Sheet Title PLANTER GUT BED ED6E LANDSCAPE NOT TO SCALE DETAILS Sheet Number DEVELOPER TOLL BROTHERS, LLC Llm3 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 4 of 5 Sheets Issue Description Date SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00-SPRINKLER IRRIGATION (PERFORMANCE) ISSUE 5-15-21 PART 1 -GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL STREET NAME 5-25-21 E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones.1.1 RELATED DOCUMENTS LOT LINE REV. 6-10-21 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. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil A. General Contractor shall be responsible for excavating planting areas to appropriate de the G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. A. Drawings and general provisions of Contract, including General and Supplementary P g p gp A. General and Supplementary Conditions, and Division 1 General Requirements. P P Conditions and Division 1 Specification Sections. shall be fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, for placement of topsoil asspecified herein. H. Air Relief Valve: Netafim Model TLAVRV, brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations 1.2 SUMMARY extraneous or toxic matter harmful to plant growth. and outline areas and secure Architect's acceptance before start of planting work. Make 2.5 MISCELLANEOUS 1.2 SUMMARY p P g A. Work included: 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. minor adjustments as may be required. A. Chemicals: primer and solvent glue as required by pipe manufacturer. A. This Section includes provisions for the following items: See testing requirements below. Contractor is responsible for whatever soil additives are 1 y q 1. Provide and install a complete and operating automatic irrigation system for B. Valve box- high impact plastic, green in color. 1. Trees. all lawn and planting areas. recommended by the tests. Submit to Architect for approval. Compost will be added to 3.2 PREPARATION OF PLANTING SOIL C.Valve cover and frame-compatible with valve box with provision for locking. 2. Shrubs; Ground cover. 2. Connect to main water supply at existing site stubout as provided. «{Ifl1� 3. Lawns. other additives and added regardless of test results. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous 3. Sleeving under paved areas (by others) D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to r�� 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is materials harmful or toxic to plant growth. 4. Obtain and pay for all permits and fees for the work of this section. 3/4" minimum. �y�A fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if ti* C- E 5. Miscellaneous Landscape Elements. P p p P y g 5. Perform work on a design/construct basis, subject to the requirements of ti r weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any lantin will not follow lacin of lantin soil in a few da s. PART 3- EXECUTION 1V 6. Initial maintenance of landscape materials. planting placing planting Y the Contract Documents, applicable codes, and good design practice. dimension, and other extraneous or toxic matter harmful to plant growth. B. Related Sections: The following sections contain requirements. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 6. Winterization of system. 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project Shrub Areas: 1/3 compost,ost, 2/3 to soil. 3.1 GENERAL 1. Underground sprinkler system is specified in Section 32 84 00. "Irrigation System." P P rz; site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth Fertilizer: Per soil test and manufacture's recommendations. A. Install system to provide for adequate protection against freeze damage. %I' � �� of not less than 4 inches. Do not obtain from bogs or marshes. 1.3 SUBMITTALS B. Installs stem in accordance with approved Contractor design drawings.All - - �� 1.3 QUALITY ASSURANCE ° C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: y PP g g � ��{ � 2. Composition: Topsoil shall contain from 1 to 20/° organic matter as determined by the topsoil and mix thoroughly before lantin deviations from the plans must be approved, and clearly recorded on record drawing. r 6-�- � A. Subcontract landscape work to a single firm specializing in landscape work. P 9 Y planting. 1. Manufacturer's printed product information and catalog cut sheets for all p�'c•`� B. Source Quality Control: Investigation afionbRe Report No. 1.Chemical mumsisart particle size, 3/4bndchnwithDmaximum 3%il yretained system components; five copies. C elnstall system commendations.d components in strict accordance with manufacturer's �jf�� r'_ 1. General: Ship landscape materials with certificates of inspection required by governing g P P 3.3 PREPARATION FOR PLANTING LAWNS B. Shop Drawings: Submit shop drawings for underground irrigation system including +�1►��I{ ;1�� on 1/4-inch screen. A. After excavating and removing surface material to proper depth, loosen sub grade of lawn D. Install quick coupler(s)on main supply line, approximately equal spacing, at authorities. Comply with regulations applicable to landscape materials. g g P P P g plan layout and details illustrating location and type of head, type and size Other components shall conform to the following limits: areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in an valve box locations or intervals of approximately 200 feet, whichever is greater. 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof P g Y of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. pH 6.5 to 7.5 dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to Locate adjacent to paved surfaces, at valve boxes where practical. of non-availability to Architect, with proposal for use of equivalent material. Soluble Salts 600 ppm maximum p p C. Record Drawings:At completion of this work, submit to the Contractor: areas which will be planted promptly after preparation. 1. Record Drawings; 3. Analysis and Standards: Package standard products with manufacturer's certified Silt 25-50% reproducible and five prints. 3.2 SURFACE CONDITIONS analysis. For other materials, provide analysis b recognized laboratory made in 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet 2. Operations and Maintenance information 2 copies), including: A. Examine the areas and conditions under which work will be performed. Notify accordance with methods established by the Association of Official Agriculture Chemists, y ° lines, grades, and elevations shown, after light rolling, addition of amendments, and a. Information including descriptive details, parts list, specifications, P Y Sand 20-50/o natural settlement. Place approximately 1/2 of total amount of topsoil required. Work Contractor of conditions detrimental to timely and proper completion of Section wherever applicable. pp y p q maintenance schedules and procedures for system components. 3. Contractor shall submit representative soil report on imported topsoil proposed for use for into to of loosened sub grade to create a transition layer and then lace remainder of work. Do not proceed until unsatisfactory conditions are corrected. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, p g Y p b. Operation, adjustment of system and components instructions. approval. Report shall meet standards below. Contractor is responsible for whatever planting soil. Adds specified soil amendments as required and mix thoroughly into upper 4 B. Locate all underground utilities and structures and notify Architect of any size, genus, species, and variety shown and scheduled for work complying with p g P q g y PP c. Winterization procedures. soil additives are recommended by the test. Compost will be in addition to other inches of topsoil. conflict with Section work. Protect structures and utilities. Repair or recommendations and requirements of ANSI Z60.1 "American Standard for Nursery p d. Schedule indicating required open valve time to produce given precipitation Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with additives and added regardless of test results. amounts and seasonal adjustments. replace said structures or utilities damaged by this work at no cost to the Owner. good horticultural practice and free of disease, insects, eggs, larvae,' and defects such 3.4 PREPARATION OF PLANTING BEDS e. Warranties and guarantees. C. Soil Testing A. Loosen sub grade of planting areas to a minimum depth of 6 inches using a culti-mulcher or 3.3 SLEEVING as knots, sun-scaMS, injuries, abrasions, or disfigurement. 9 P 9 P 9 f. Submit five copies. JENSENBELTS 1. Soil tests are required for this project(see above for requirements). Test shall be provided similar equipment. Remove stones measuring over 1 1/2 inches in an dimension. Remove A. Sleeving installed by others. Coordinate with other trades. 5. Label at least one tree and one shrub of each variety with attached waterproof tag withg y as follows: stocks, stones, rubbish, and other extraneous matter. legible designation of botanical and common name. 1.4 GUARANTEE ASSOCIATES a. Provide certified analysis at time of sample submitted (three samples imported B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 3.4 TRENCHING AND BACKFILLING a. Where formal arrangements or consecutive order of trees or shrubs are shown, select p p g P q g A. Guarantee in writing all materials, equipment and workmanship furnished to be topsoil).Amend soils per chemist's recommendations and as herein specified unless elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified A. Trenching and backfilling shall be per applicable ISPWC Section. stock for uniform height and spread. g g p free of all defects of workmanship and materials. Within one year after date of otherwise approved by Architect. compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place B. Cut trenches straight and without abrupt grade changes to allow the following 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site P P g g Y PP P Substantial Completion repair or replace all defective parts or workmanship that Site Planning 2. Test shall include, but not limited to recommendations on chemical distributions, organic approximately 1/2 of total amount of planting soil required. Work into to of loosened minimum cover: before planting,for compliance with requirements for genus, species, variety, size, and pp Y P g q p may be found at no additional cost to Owner. Landscape Architecture contents, pH factors, and sieve analysis as necessary. Test#1 T by Western sub grade to create a transition layer, then lace remainder of the planting soil. 1. Main Lines and Sleeving: 18 inches. P quality. Architect retains right to further inspect trees and shrubs for size and condition of g Y P P g B. Fill and repair all depressions and replace all necessary lawn and planting which Laboratories (1-800-658-3858) is required. C. Apply Pre-Emergent per manufacturer's recommendation. 2. PVC Laterals: 12 inches. balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or pp Y g p result from the settlement of irrigation trenches for one year after date of 3. Contractor is responsible for whatever soil additives are recommended by the soil testing C. Surround lines with 2 inches of clean rock-free material on all sides. 1509 Tyrell Lane, Ste 130 defective material at any time during progress of work. Remove rejected trees or shrubs Substantial Completion. laboratory. Boise, Idaho 83706 immediately from project site. 3.5 PLANTING TREES AND SHRUBS C. Supply all manufacturer's printed guarantees. Ph. 208 343-7175 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 3.5 MISCELLANEOUS VALVES 5. If regenerative noxious weeds are present in the soil, remove all resultant growth in center of it or trench with to of ball at same elevation as adjacent finished landscape A. Install manual drain valves up stream. Install devise at mainline tap in accordance 1.4 SUBMITTALS P P 1 P 1.5 QUALITY ASSURANCE www.jensenbelts.com including roots throughout one-year period after acceptance of work, at no cost to Owner. grades. Remove burls from sides of balls; retain on bottoms. When set, lace additional with manufacturer requirements for complete operation. Install backflow provision A. General: Submit the following in accordance with Conditions of Contract and Division 1 g P P A. Contractor shall be licensed in the State in which this work is being performed. and connect to controller. Specification Sections. backfill around base and sides of ball, and work each layer to settle backfill and eliminate B. Contractor shall have at least two years prior experience in projects of equal 2.2 pH ADJUSTERS voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written B. Plant and Material Certifications: P P or larger scope. Provide minimum of three references and list of similar A. When pH does not comply with this specification, commercial grade aluminum sulfate shall instructions. When excavation is approximately 2/3 full, water roughly before placing 3.6 CIRCUIT VALVES 1. Certificates of inspection as required by governmental authorities. PP Y 9 Y P 9 projects with owners' names, addresses, and phone numbers,when requested by be used to adjust soil pH. remainder of backfill. Repeat watering until no more is absorbed. Water again after placing 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. P g g p g Owner. 1. Provide union on downstream side. 3. Label data substantiating that plants, trees, shrubs and planting materials comply final layer of backfill. Remove all ties from around base of trunk. C. Contractor shall employ on site at all times a foreman who is thoroughly 2.3 SOIL AMENDMENTS B. Set container grown stock, as specified,for balled burlapped stock, except cut cans on 2 2. Adjust automatic control valves to provide flow rate of rated operating specified requirements. g p PP p experienced and competent in all phases of the work of this Section. A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery(208)375-5262 and sides with an approved can cutter and remove can; remove bottoms of wooden boxes after pressure required for each sprinkler circuit. C. Mulch: Submit 1 gal bag of mulch sample for approval. NuSoil Compost(208)629-6912 or approved equal in equal amounts by volume. PP partial backfilling so as not to damage root balls. 1.6 SYSTEM DESCRIPTION B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It 3.7 PIPE INSTALLATION 1.5 DELIVERY, STORAGE AND HANDLING C. Dish top of backfill to allow for mulching. A. Design requirements: shall be free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as D. Mulch its, and planted areas. Provide not less than following thickness of mulch, and work ° ° 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 p p 9 1. Minimum water coverage: Planting areas-85/°, Lawn areas- 1 /° to weight, manufacturer, and content. Protect materials from deterioration during delivery into to of backfill and finish level with adjacent finish grades. blocks to be used at points of intersection and change of direction in main line against drying and breaking of rolled strips. p 1 9 2. Layout system to obtain optimum coverage using manufacturer's standard and while stored at site. 1. Provide 3 inches thickness of mulch. pipe as per manufacturer's recommended specifications. Install manual drains. B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery heads. Spray on walks, walls or paved areas is not acceptable. 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide B. PVC pipe joints, solvent weMSed except as indicated. Cut pipe square, deburr, unless otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such PP Y 9 P P 3. Zoning shall be designed for optimum use of available pressure and efficient Planting 5-gram tablets 20-10-5 type or equal. wipe from surface all saw chips, dust, dirt, moisture and any foreign matter manner as to damage bark, break branches, or destroy natural shape. Provide protective an adequate film over trunks, branches, stems, twigs and foliage. distribution for es of plantings shapes of planting areas. 9 Y P p YP P 9 p p 9 2. Commercial fertilizer"B"for lawn areas applied to bed prior to sodding, to be 16-16-17 Pp P g° F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural which may contaminate the cemented joint. Apply cleaner/primer and solvent covering during delivery. Do not drop balled and burlapped stock during delivery. p 4. Design pressures: Install pressure regulating equipment as necessary. applied at the rate of ten pounds per acre. practice. Prune trees to retain required height and read. Unless otherwise directed b cement, make joints in accordance with manufacturer's recommendations. Use C. Deliver trees and shrubs after preparations for planting have been completed and plant P q 9 P Y 5. Provide/install approved fixed tee or coupling device for air blow winterization. Z 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic Architect, do not cut tree leaders, and remove only injured or dead branches from flowering Teflon thread sealant(tape)at all threaded joints. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Y 1 g Location shall be on main supply line downstream from main shut off valve. T Fertilizer Milorganite (6-0-2)type or equal. trees, if an Prune shrubs to retain natural character. C.Contractor shall size pipe according to schedule provided. Flow velocities shall shade, protect from weather and mechanical damage, and keep roots moist by covering with Y� 6. Install approved backflow prevention device in conformance with local or C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed T mulch, burlap or other acceptable means of retaining moisture. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. prevailing codes, and in approved site location. Provide for drainage pre-approved equal. Use in accordance with manufacturers recommendation on all planting H. Guy and stake trees immediate) after planting, as indicated. per zone to balance the pressure loss and provide minimum fluctuation in system J D. Do not remove container-grown stock from containers until planting time. Y Y P 9� without erosive damage. beds. I. Apply approved herbicide to all shrub bed areas at manufactures specified rate. Re-apply as operating pressures. E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage pp Y pp p pp y ■ 0. to rootballs during deliver, storage and handling. necessary for elimination of weeds. 1.7 EXTRA EQUIPMENT Pipe Size Pipe Section Pipe Size Pipe Section 2.4 PLANT MATERIALS 3/4" 0-9 GPM 1 1/2" 26-34 GPM O A. In addition to installed system, furnish owner with the following: A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown 3.6 SODDING NEW LAWNS 1" 10-17 GPM 2" 35-50 GPM 1.6 JOB CONDITIONS 1.Valve operating key and marker key. O for landscape work and complying with recommendations and requirements of ANSI Z60.1 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM A. Utilities: Determine location of underground utilities and work in a manner which will avoid A. General: Install lawn sod in all areas designated on the drawings. 2. Wrench for each sprinkler head cover type. "American Standard for Nursery Stock". B. Soil Preparation Z 0. possible damage. Hand excavate, as required. Maintain grade stakes until removal is P 3. Two (2)sprinkler head bodies of each size and type. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching 1. An sod lawn areas that may have become compacted prior to sodding must be scarified D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer mutually agreed upon by parties concerned. Y Y p p 9 4. Two (2) nozzles for each size and type used. a configuration recommended by ANSI Z60.1 for type and species required. Single stem trees to a depth of eight 8 inches b approved means, then finish graded as hereinbefore of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, p 9 ( ) Y PP 9 B. Store above items safely until Substantial Completion. except where special forms are shown or listed. described. 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. C. Deliver above items at Substantial Completion. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum C. La sod within 24 hours from time of stripping. Do not )ant dormant sod or if round is for tree removal if required. Staple drip line every 36" max. Flush all lines with full head C.Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or Y PP 9 p 9 Q 0) recondition to prior conditions at project completion. number of canes required by ANSI Z60.1 for type and height of shrub. frozen. PART 2- PRODUCTS of water prior to installation of flush valves at end of circuit runs. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. D. Sod Placement E. Flush Valves: Install flush valve at end of each drip line run. Dimensions indicate minimum spread for spreading and semi-spreading type evergreens 1. Sod will be brought onto lawn areas b wheeled means with proper protection of sod o 1.7 SEQUENCING AND SCHEDULING g Y P P P 2.1 PIPE AND FITTINGS w and height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and 3.8 SPRINKLER HEADS A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site beds. Sod layers shall be experienced, or if inexperienced, shall be constantly A. PVC 1120,ASTM D-1784, permanently marked with manufacturer's name, columnar. Provide normal quality evergreens with well balanced form complying with supervised b an experienced foreman. The Contractor shall insure that the base A. Flush circuit lines with full head of water prior to head installation. CC Z become available, working within seasonal limitations for each kind of landscape work P Y P schedule rating, size, type. Solvent-weMS type: requirements for other size relationships to the primary dimension shown. 1. Install heads at level with mulch required. immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance 1. Pipe: 1. Plant or install all plant materials during normal planting seasons from 15 March to shall be made for shrinkage. Lay sod with long edges perpendicular to primary slope. a. Pressure lines: Schedule 40 solvent weMS. 2. Locate part-circle shrubbery heads to maintain a minimum distance of six O 2.5 GRASS MATERIALS 2. La to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not inches (6")from walls and four inches (4")from other boundaries unless J 15 November. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season oMS, and free of Y 9 Y 1 P b. Lateral lines: Class 200 pvc. otherwise indicated. Kee overs ra to a minimum. Q 2. Correlate planting with specified maintenance periods to provide maintenance from overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid c. Sleeving: Class 200 pvc. P P Y weeds and undesirable native grasses. Provide only sod capable of growth and damage to sub grade or sod. Tam or roll lightly to ensure contact with sub grade. Work Z CC date of substantial completion. 9 9 P 9 Y 9 2. Fittings: Schedule 40 PVC, solvent-weMS type. Install threaded joints where M development when planted (viable, not dormant). 3.9 CONTROL WIRE INSTALLATION L.` B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior ° sifted soil into minor cracks between pieces; remove excess to avoid smothering of required at valves, risers, etc. 1. Provide sod of uniform pad sizes with maximum 5/° deviation in either length or width. adjacent grass. A. Bury wires beside or below main line pipe in same trench. to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs 1 g 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic w Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of B. Bundle multiple wires together with tape at ten feet(10') maximum intervals. occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure of i e" riser. P P P y P g g supporting their own weight when suspended vertically with a firm grasp on upper 10% P Yp p C. Provide 36 inch loopin wires at each valve where controls are connected and (D from planting operations. proper contact between soil and sod. Final rolling must provide a uniform surface. After 4. Solvent: NSF approved solvent for Type I & II PVC. � J of pad will be rejected. at 100' maximum intervals between. final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be B. Polyethylene Pipe B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf based on uniform, health and vigorous growth with no or dead spots. D. Make all electrical joints (splices) in boxes only. Make electrical joints 0. 1.8 SPECIAL PROJECT WARRANTY Company, Meridian, ID 208 888-3760 or approved equal. y g g �' p 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where waterproof. Scotch-Lock connectors, or approved.A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. ( ) pp q 4. Add fertilizer"B"at the manufacturer's recommended application rate. drip tubing is not otherwise used. P pp B. Warranty trees and shrubs, for a period of one year after date of substantial completion, E. Water sod thoroughly with a fine spray immediately after planting. 2. Fittings: Schedule 80 PVC. J 2.6 MISCELLANEOUS LANDSCAPE MATERIALS 3.10 AUTOMATIC CONTROLLER against defects including death and unsatisfactory growth, except for defects resulting from F. Sodded Lawn Establishment 3. Clamps: Stainless Steel. Q A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard A. Install on site as approved. Verify location with Owner Representative. a neglect b Owner, abuse or damage b others, or unusual phenomena or incidents beyond 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing C. Drip Line: Netafim Techline Dri erline, with .6 GPH dri ers at 18"spacing. 9 Y g Y P Y P PP pp excessive loss of moisture from plants. Deliver in manufacturer's fully identified containersB. Install typewritten legend inside controller door. Landscape Installer's control. of sod lawn areas until Final Acceptance of the project. and mix in accordance with manufacturer's instructions. 2. Mowing shall be done b an approved "reel"type mower. Mower blades shall be set at 0 Z C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during 9 Y pp Yp 2.2 SPRINKLER HEADS B. Mulch: Mulch for planting beds shall be rock mulch, 3/4"-1"crushed basalt landscape rock 3.11 TESTING warrant period. Make replacements during growth season following end of warrant period. two (2)inches high for all mowings. A. Description: Appropriate fora application in throw, pressure and discharge. Each YP p 99 9 warranty ppP p 9 (or approved equal), consistent in appearance, and shall contain no toxic substance A. Do not allow or cause any work of this Section to be covered up or enclosed ILL Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as type of head shall be of a single manufacturer. detrimental to plant life. Landscape Fabric is required beneath rock mulch in all landscape until it has been inspected and tested. in opinion of Architect, it is advisable to extend warrant period for a full growing season. per the Manufacturer's recommended application rate. Verify all methods of application. 1. Lawn heads: pop-up type.p y p g g areas it is installed. P P- P Yp Contractor shall notify the Architect in writing that the fertilizer applications have occurred B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. B. Pressure testing: C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, and on what dates. 1. Make necessary provision for thoroughly bleeding the line of air and debris. or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, 2.3 AUTOMATIC CONTROL SYSTEM 2. Before testing, cap all risers, and install all valves. twisted, pliable galvanized iron wire, not lighter than 12 ga.with zinc-coated turnbuckles. 3.7 MAINTENANCE A. General; Furnish low voltage system manufactured expressly for control of 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and of A. Begin landscape maintenance immediately after planting. Maintenance shall continue until automatic circuit valves of underground irrigation systems. Provide unit of and test for leakage. Test shall be approved if no greater than 5 psi loss uniform color, material, and size to protect tree trunks from damage by wires. Project Final Acceptance. occurs in 15 minutes. 1 P capacity to suit number of circuits as indicated. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for B. Control Enclosure: Manufacturer's standard wall mount with locking cover, 4. Fill all zone lines with water to static pressure. HoMS for 15 minutes. health growth. Restore planting saucers. Tighten and repair stake and u supports and Inspect for leakage. Y 9 p 9 9 P guy PP complying with NFPA 70. Job Number 2109 reset trees and shrubs to proper grades or vertical position as required. Restore or replace C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. 5. Contractor shall provide all required testing equipment and personnel. Test damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. Including switch for manual or automatic operation of each circuit. shall be performed in presence of Architect. Contractor shall make notice C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of test(48)hours in advance. such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, of day and skip any day in a 7 or 14 day period. 6. Provide required testing equipment and personnel. Drawn Checked free of eroded or bare areas. E. Wiring: Solid or stranded direct-burial type as recommended b manufacturer 7. Repair leaks, and retest until acceptance by the Architect. YP Y C. Coverage inspection: upon completion of all systems, perform a coverage test JJN KCS D. Maintain lawns for no less than period stated above, or longer as required to establish of control unit; type AWG-UF, UL approved. acceptable lawn. to determine if coverage of water afforded all areas is complete, adequate and Scale AS SHOWN 2.4 VALVING uniform. Change heads, nozzles, orifices and/or adjustment as directed to 3.8 CLEANUP AND PROTECTION A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, provide uniform coverage. Sheet Title A. During landscape work, keep pavements clean and work area in an orderly condition. threaded connection with cross type handle designed to receive operating key. D. Final inspection: B. Protect landscape work and materials from damage due to landscape operations, operations B.Automatic circuit valves: high impact plastic with corrosion-resistant internal 1. Clean, adjust, and balance all systems. Verify that: by other contractors and trades, and trespassers. Maintain protection during installation and parts. Low power solenoid control, normally closed, with manual flow a. Remote control valves are properly balanced; maintenance periods. Treat, repair, or replace damaged landscape work as directed. adjustment; same manufacturer as control unit. b. Heads are properly adjusted for radius and arc of coverage; LANDSCAPE 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber c. The installed system is workable, clean and efficient. SPECIFICATIONS 3.9 INSPECTION AND ACCEPTANCE valve if not connected to potable water. E. Winterization: Winterize system at the end of first season of system operation. A. When landscape work is completed, including maintenance,Architect will, upon request, 2. Drip Control Zone Kit: Hunter PCZ-101. Review procedures with Owner Representative. make an inspection to determine acceptability. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone B. When inspected landscape work does not comply with requirements, replace rejected work or valve grouping. and continue specified maintenance until reinspected by Architect and found to be acceptable. D. Manual drain valves: END OF SECTION Remove rejected plants and materials promptly from project site. 1. Bronze construction, straight type, 150 pound class, threaded connections, Sheet Number with cross type operating handle designed to receive operating key. Calco, DEVELOPER END OF SECTION Champion 100, or approved equal. TOLL BROTHERS, LLC Llm4 2. Size: 3/4 inch. 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 5 of 5 Sheets z N o � v e 119 z o 0 L S � �� k,� yo o w-, KnowCall before oa dig. THE OAKS NORTH SUBDIVISION NO 11 L o o j T ¢ z CALL 2 BUSINESS DAYS IN 0 s�yo�d ADVANCE BEFORE YOU DIG, o_ GRADE,OR EXCAVATE FOR THE Q MARKING OF UNDERGROUND o MEMBER UTILITIES MERIDIAN , IDAHO F, GENERAL CONSTRUCTION (CITY OF MERIDIANS ROADWAY (ACHD 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND THE ACHD THE OAKS NORTH _______ CHINDEN BL VD.____ W. DISTRICT Z SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. . W 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD AND ACHD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING SUBDIVISION NO. 11 I 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION f CONSTRUCTION (AVAILABLE ON THE WEBSITES). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER I SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Z UNTIL THE SITUATION IS RESOLVED. i 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED A MINIMUM OF a 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN AND ACHD ON SITE AT ALL TIMES. I M I 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR Q Z 00 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. N _1IT_ SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. LV p 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT I _ ___ 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL TWENTY FOUR (24) HOUR PRIOR NOTICE. THE OAKS 11 -T-rrT-T BE TACKED WITH EMULSION PRIOR TO PAVING. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. NORTH r rrT�� 0 70 1 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. Z 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN SUBDIVISION 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 9 WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. W - ON NO. 1. I I I I I I I I I I I I I I I I I I I I 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK a 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO A BACKFILLING TRENCHES FOR PIPE; B PLACING OF AGGREGATE BASE; C PLACING OF �J I I I I I I I / II I I I I I IMPROVEMENTS. m -O O ( ) ( ) ( ) �LLLLLLLLLLLI LLL11111111 / +, It CONCRETE; D PLACING OF ASPHALT PAVING. li �I -_L�_1 JUMP CREEK N �y ( ) 1�f l I I I I I-I�� Irl 11��1��T� �' SUBDIWSION NO. 3 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION Vf D }' � 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH II II I_I_I_I_I_I 1 1 LLI1 �'' BETWEEN BACK OF SIDEWALK OR CURB IF NO SIDEWALK AND THE LEADING EDGE OF ANY FIRE HYDRANT. ap -r I _ THE OAKS NORTH ( ) INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED II II I I I I I I 7\ `1 I' I I _ II O , O CONSTRUCTION PLANS. �LLLLLLLi / �'� - SUBDIVISION NO. 6 II 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD 0 V N N y' �'�L' INSPECTOR. W > 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. IZ7TTTTT� / �� Z v) LIJJJJJ 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. Z W p 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS I-J �� 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD (�D Z >, DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED, IN WRITING, FROM THE CITY ENGINEER. THE OAKS THE OAKS NORTH DRAWINGS: (CURRENT EDITION) Q N 12. THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED BY TOPOGRAPHIC SURVEY OR AVAILABLE RECORD INFORMATION AND ARE SHOWN IN THEIR I GEM NORTH J t APPROXIMATE LOCATION FOR REFERENCE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, ELEVATION, SIZE, AND MATERIAL TYPE OF ALL EXISTING UTILITIES WITHIN THE INNOVATION THE OAKS NORTH SUBDIVISION N0. 3 JUMP CREEK A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET. a PROJECT LIMITS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES CAUSED BY FAILURE TO LOCATE, INACTIVATE, ABANDON, OR I SCHOOL SUBDIVISION SUBDIVISION N0. 8 SUBDIWSION NO. 2 B. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. `��/ . 3 PRESERVE EXISTING UTILITIES. NO. 10 I � C. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. V. � WATER (CITY OF MERIDIANS p I D. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. Z M 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS I BM #1 V E. PEDESTRIAN RAMPS ISPWC SD-712A AND ACHD SUPPLEMENT TO ISPWC SD-712G. 14 rx W AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. _ V F. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. n LU 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. O I G. STANDARD CATCH MANHOLE, ISPWC SD-611. ( (�/ Z WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL W 1 3 m 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND 0 BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES 04 I THE OAKS NORTH = BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY W (IDAPA 58.01.16). i THE OAKS NORTH NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX 6 FEET. WHERE IT IS NECESSARY FOR = I SUBDIVISION NO. 2 SUBDIVISION N0. 4 ( ) � 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY THEIR RESPECTIVE CONTRACTORS. ALL A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN i OAKWIND ESTATES = REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE v Z ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). I FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, � 1 SUBDIVISION THE OAKS NORTH THE MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS AROUND SANITARY v 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE I SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA SWALES). -- _-_--_ SUBDIVISION NO. 7 o COUNTY HIGHWAY DISTRICT SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE --- 7-) ILEILLI= CONCRETE COLLARS. INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. I i THE OAKS NORTH THE OAKS NORTH 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. SEWER CITY OF MERIDIAN) ; SUBDIVISION NO. 1 SUBDIVISION NO. 5 16. CONTRACTOR SHALL INSURE PEDESTRIAN FACILITIES ARE CONSTRUCTED IN COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO I 2 0% IN GENERAL CONSTRUCTION NOTE NO. 1. 1 _ _ PAVEMENT REPAIR FROM UTILITY WORK ACHD 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. _ _ 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL W. MCM/LLAN ROAD CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES BM #2 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY (IDAPA 58.01.16). EQUIPMENT DURING TRENCHING OPERATIONS. Zo 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). VICINITY MAP ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. Li 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, SCALE: 1"=500' 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET DRAINAGE SWALES). LOCATED IN S 1/2 OF SECTION 28 TOWNSHIP 4 COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. NORTH, RANGE 1 WEST, B.M. 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. A TO MERIDIAN, ADA COUNTY, IDAHO ALL S R W(CITY OF MERTHE P BLI ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR 1.ROADWAY STORM DRAIN ACHD J (24) HOURS PRIOR TO ANY CONSTRUCTION. 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. m 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION N POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY, AND PREVIOUSLY, APPROVED IN WRITING BY THE DISTRICT. SHEET INDEX DRAWINGS. z 4. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS 1 OF 13 C1.1 COVER SHEET 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. Q CLAIM FOR ADDITIONAL COMPENSATION. 2 OF 13 C1.2 EXISTING CONDITIONS AND SITE DEMOLITION PLAN 4. ALL CATCH BASINS SHALL HAVE AONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. Q 5. INSPECTION OF WORK WITHIN THE RIGHTS-OF-WAY SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT ACHD AND MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT 3 OF 13 C2.1 OVERALL GRADING PLAN N ( ) Li5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING N0. ACHD INSPECTION SERVICES AT 387-6284. 4 OF 13 C3.1 STREET PLAN AND PROFILE - W MCNAIR ST/N ELISHA AVE SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV, SD-609 TYPE I. ~ 5 OF 13 C3.2 STREET PLAN AND PROFILE - N CHRISTIAN AVE Q 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 6 OF 13 C3.3 STREET PLAN AND PROFILE - W RIVER OAKS DR 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER O 0 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP 7 OF 13 C3.4 ROADWAY, INTERSECTION AND DRAINAGE DETAILS LINES. SEE SEWER NOTE N0. 12. WORK ORDER AND POSSIBLE TERMINATION. 8 OF 13 C4.1 OVERALL UTILITY PLAN Q w -7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD611. 0 8. ALL MANHOLES AND BOX STRUCTURES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 9 OF 13 C4.2 SEWER AND WATER PLAN AND PROFILE - W MCNAIR ST/N ELISHA AVE o 10 OF 13 C4.3 SEWER AND WATER PLAN AND PROFILE - N CHRISTIAN AVE 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH ° 9. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 11 OF 13 C4.4 SEWER AND WATER PLAN AND PROFILE - W RIVER OAKS DR DETAIL, DRAWING NO. SD-301. 0 10. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. 12 OF 13 C5.1 PRESSURE IRRIGATION PLAN 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED WATER TIGHT. O 13 OF 13 C6.1 STREET LIGHTING AND SIGNAGE PLAN 0 11. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHTS-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. Q FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). ABBREVIATIONS LEGEND EARTHWORK 12. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. MAJOR CB CATCH BASIN EXISTING CONTOURS H- MINOR -------- 1. EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ISPWC AND THE RECOMMENDATIONS PROVIDED IN THE PRESSURIZED IRRIGATION (CITY OF MERIDIANI CL CENTER LINE SURVEY CONTROL SEWER & WATER z 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. EC EXISTING GROUND HORIZONTAL DATUM: NAD 83 (ADJUSTED TO THE ADA DULYGEOT 2 , 2018L ENGINEERING REPORT FOR OAKS NORTH SUBDIVISION PREPARED BY MATERIALS TESTING AND INSPECTION, DATED 0 MAJOR CITY OF MERIDIAN JULY 20, 2018. U = 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE EG FINISH GRADE PROPOSED CONTOURS COUNTY H.A.R.N. SURVEY) 33 EAST BROADWAY AVENUE r U � APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. MINOR VERTICAL DATUM: NAD 88 MERIDIAN, IDAHO 83642 2. CONTRACTOR IS RESPONSIBLE FOR DUST, EROSION, AND SEDIMENT CONTROL DURING CONSTRUCTION. = r GB GRADE BREAK PHONE: (208) 887-2211 � � PRESSURE IRRIGATION GI GRAVITY IRRIGATION +2532.35 FIG ELEVATION BM 1 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 (HORIZONTAL:VERTICAL) UNLESS OTHERWISE SHOWN ON THESE PLANS. � O Q ~ GWE GROUND WATER ELEVATION PROPOSED 8" WATER MAIN ELEVATION = 2529.26 N: 724506.8 LiJ 5/8" REBAR PLS7729 E: 2433987.9 DEVELOPER L1J O Z z 00 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF HP HIGH POINT Q -w w-w-w- PROPOSED WATER SERVICE LINE TOLL SOUTHWEST LLC Z TWO-AND-ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL IRR IRRIGATION = 0 CROSSINGS PRIOR TO BACKFILLING. r o PROPOSED SINGLE WATER SERVICE BM 2 ADAM CAPELL ,^ ZO ISPWC IDAHO STANDARDS FOR PUBLIC ELEVATION = 2543.36 N: 72313.07 3103 W. SHERYL DRIVE, SUITE 100 l/J W 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS SANITARY SEWER STORM DRAIN AND IRRIGATION SHALL BE A MINIMUM OF WORKS CONSTRUCTION PROPOSED DOUBLE WATER SERVICE w ( ) BRASS CAP E: 2438785.1 MERIDIAN, IDAHO 83642 co TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL MAX MAXIMUM • PROPOSED FIRE HYDRANT acapell®tollbrothers.com �/rE IDIAN* APPROVED FOR Q SEPARATION, OION HE CROSSI02 OFNG SHALL WAST BE CONTERSTRUCTED ULES (IDAPA IN N ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) MIN MINIMUM ►. PROPOSED WATER VALVE ROADWAYS PHONE: (208) 424-0020 IDAHD CONSTRUCTION O Pc POINT OF CURVE > 2 ADA COUNTY HIGHWAY DISTRICT PROPOSED WATER BLOW OFF m 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS PCC POINT OF COMPOUND CURVE THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN Q Q Q >e•ss PROPOSED SANITARY SEWER MAIN 1301 NORTH ORCHARD STREET, ENGINEER CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING PIRR/PI PRESSURIZED IRRIGATION SUITE 200 ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE U W m SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF -s-s-s-s- PROPOSED SANITARY SEWER SERVICE LINE ESE CONSULTANTS, INC. FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, = N PT POINT OF TANGENCY BOISE, IDAHO 83706 MARK ZARNOWSKY, P.E. RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF LLJTHE WASTEWATER RULES (IDAPA 58.01.16). O PROPOSED 48" SANITARY SEWER MANHOLE PHONE: (208) 387-6100 3103 W. SHERYL DRIVE, SUITE 100 APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT SD STORM DRAIN �/ , a PROPOSED SANITARY SEWER CLEANOUT MERIDIAN, IDAHO 83642 NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR SS SANITARY SEWER ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE ^ w mzarnowsky®eseconsultonts.com SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TOP z OF THE PIPE. SDMH STORM DRAIN MANHOLE •'M +'Pi PROPOSED 4" PRESSURE IRRIGATION LINE PRESSURE IRRIGATION PHONE: (208) 955-6555 SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. � SSMH SANITARY SEWER MANHOLE e•� 6'P� PROPOSED 6" PRESSURE IRRIGATION LINE THE OAKS NORTH HOA H- 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. 4P 4�P� EXISTING 4" PRESSURE IRRIGATION LINE 3103 W. SHERYL DRIVE NAME DATE OCT o STA STATION MERIDIAN, IDAHO 83642 SURVEYOR NON-POTABLETVC TOP VERTICAL CURB s-Pi s'Pi EXISTING 6" PRESSURE IRRIGATION LINE 6 BEBLOCATED AEL ALL L MINIMUMVE SOFNTEN (10)S FEET HOUTS OUTSIDE OF THE PUBE TAGS LIC G THE R PRIVATE ROADWAYS NING DANGER-UNSAFE AAND TER OTRAVELWAYS WATER. THE VALVES AND BOXES ARE TO TRC TOP ROLLED CURB PROPOSED PRESSURE IRRIGATION SERVICE PHONE: (208) 424-0020 LAND SOLUTIONS PLANS ARE ACCEPTED FOR w VOL VOLUME •• PROPOSED PRESSURE IRRIGATION VALVE 231CLI EN W. HANSEN PUBLIC STREET CONSTRUCTION �' 7. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE CONTROL CABLE IN THE PRESSURE IRRIGATION MAIN TRENCH TWO INCHES BELOW THE PIPE. CONTROL CABLE SHALL RUN POWER 231 E. 5TH ST., STE. A N� FROM THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE LOCATION. PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX. INSTALL W WATER � EXISTING PRESSURE IRRIGATION SERVICE MERIDIAN. ID 83642 BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES IDAHO POWER CO. wwwdondsolutions.biz THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. o CONTROL CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. WISE WATER SURFACE ELEVATION ® EXISTING PRESSURE IRRIGATION VALVE VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT DATE: SCALE: I COORDINATE THE 2-WIRE CONTROL CABLE INSTALLATION WITH THE DEVELOPER. 12 SW. IDAHO PHONE: (208) 288-2040 IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE 06/10/21 AS NOTED +2•d PROPOSED 12" GRAVITY IRRIGATION LINE 1221 W. IDAHD STREET co THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. O 8. THE ENGINEER OF RECORD SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH BOISE, IDAHO 83702 DESIGN: DRAWN: �s•a PROPOSED 15" GRAVITY IRRIGATION LINE PHONE: 208 388-2323 NAME DATE MRZ JBS THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. ( ) o EXISTING GRAVITY IRRIGATION LINE ADA COUNTY HIGHWAY DISTRICT _ ,� JOB NO.: FILE NAME: Q 9. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED FIFTY (150) POUNDS PER SQUARE INCH (PSI) WITH ALLOWABLE LOSSES IN ACCORDANCE WITH THE ISPWC. EXISTING GRAVITY IRRIGATION MANHOLE IRRIGATION DISTRICT ` GQT IDIAN 4468 4468-S-TITLE-PH11 PROPOSED STREET LIGHT THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL 10. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTERS, OR SIDEWALKS. CREASON LATERAL ASSOCIATION CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF �, 0 REF. C 1 1 w + PROPOSED SIGN `Toll Brothers '; r{ NO.: ■ 8478 W. MCMILLAN ROAD PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS � ' 11. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED BY THE OAKS NORTH SUBDIVISION HOMEOWNERS ASSOCIATION. �' o SL 53909C PROPOSED STREET LIGHT NUMBER MERIDIAN, IDAHD 83646 AMERICA'S LUXURY HOME BUILDER® OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN �q: WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE :jfi SHEET 12. THE SECONDARY IRRIGATION WATER SUPPLY WILL BE PROVIDED BY AN IRRIGATION WELL, PER THE OAKS NORTH SUBDIVISION NO. 1 PLANS. APPROVED FOR THE PROJECT: NONE p� NO.: 1 OF 13 z z N O d01 � \ 9 � ��ER119 1 D 1 o \ 6»Pd�\\�=Q_ d. \ p� Q Z CC 16dUl I / co 'Pl \ x W \ Ow lfJ1 W V C), I Q' ¢ NOT A PART > 3 _ 15 s s 1 2 �� \ Q V. Go13 0 � �P_ x \ �_ \�Q- W GREEN 00 4AK DR 13 WC ON 1 10 co / \ / 1 \ O N 000 3 / ) FUTURE W N — °° / PHASE w ~ - i Z 13 s s — _ — � / • Q s S \ / I a -C EXISTING 00 \ M OAKS NORTH W W � SUBDIVISION N0. 9 / — — / / / 14 Wre / \\ z W 'o x \ x cl� \ I PI PI N z s s s— \ NQ } / KEYNOTES � o a PROTECT IN PLACE EXISTING PRESSURE IRRIGATION SERVICE. j \ PROTECT IN PLACE EXISTING PRESSURE IRRIGATION PIPE AND oo / VALVES. PROTECT IN PLACE EXISTING VERTICAL SAND FILTER. PROTECT IN PLACE EXISTING WATER SERVICE CONNECTION. U J / / / 1 \5 PROTECT IN PLACE EXISTING WATER MAIN AND VALVES. —S S m / / © PROTECT IN PLACE EXISTING FIRE HYDRANT. 15 N z / \ / / \7 PROTECT IN PLACE EXISTING SEWER MAIN. z O S S S / ® / ® PROTECT IN PLACE EXISTING SEWER SERVICE. iY PROTECT IN PLACE EXISTING SEWER MANHOLE. w a Q PROTECT IN PLACE EXISTING GRAVITY IRRIGATION PIPE. 2 / / 11 EXISTING BARRICADE TO BE REMOVED. / 12 EXISTING PAVEMENT TO BE REMOVED. Ln EXISTING IRRIGATION DITCH TO BE PIPED UNDER A SEPARATE ~ PERMIT. m ol PROTECT IN PLACE EXISTING TRANSFORMER AND CONCRETE `n \ S v / � PAD. z w c� / s / Q Q / Li N S O O # / N 0 Of EXISTING co OAKS NORTH / T- 0 — o� EXISTING s SUBDIVISION NO. 6 / / — \ JUMP CREEK o s � \ SUBDIVISION N0. 3 Cf, � 0 � 3 z � W W \ 2 � Q z O 1 o N S/ / 12 � � \ O — I 0 Li sus / � 9 \ Cn Q _ Q Z z co 11 Q Z 00 �s s 1 0 Z Q 7 5 s / \ _ 3 ss`s 11 —� _ Z 0 0 ~ Q < 00V , Qn ss,.a 11 N 11 _ m , \ w 0,30\R S II N \ ® SS"gt I 4 4„PI Q �\ 7i ch 11 4„P\ \ BLOCK 22 P \ k ss" W IL CID. Li c-D z \ \ 5 _ 4„P\ _ VV IWAL 7 DR. wl Ld O 8 \ �4 P\ S CO U M" s " d \ \ 1 ♦ ♦ S N D D C-)o 00 GO O ♦ ♦ K 21 1 8„w IR W n � J �' / Z 1 \ \\ \\\ ♦ 4P\ IRR— I I O �I DATE: SCALE: � � \ ��\ � \\2�e\ 1 ♦ Owl 4 P a W 0\-P DR � G\ 06 10 21 AS SHOWN CxD co / \ _ \ \ \� ♦ a o / DESIGN: DRAWN: G\ MRZ JBS/EJS O ' o \ \ \�\ \ g'W EXISTING -6"PI _ \ W� 2 — JOB NO.: FILE NAME: 0 \ —A ® \ \\ G\ 6 P\ OAKS NORTH FEET 4468 4468-S-DEMO-PH11 rpe — G\' 40 0 20 40 80 4'P\ _ SUBDIVISION NO. 3 — ® ' 6„P\ C 1 .2 N OF: o ` \� l�� ` 6'P\ GRAPHIC SCALE 4 P\ / Toe G F P \ 1 inch = 40 ft. Horizontal SHEET 2 of 1 3 -13 d� z - - - -IJ - N � tie Cf) z 2540.63 _- \\-_n» I \ \� I p ��\ Dy � NOT A PART j I _ _ ` u J �° 6° Z w 12 ® Yo � �_ > Q Z 00 w _ 25 -� W a- N ==' LIMITS OF GRADING \\\ - ' I o 2538 N FUTURE�GREEV OAKpR -7N J D 7 PHASE a D PAD=2538.3 \ VVV ~PE, \ / I 8 PAD W ' =2538.0 Z PAD=2538.5 PAD=2537.EI --2537 D ,\ \ \�� N _ _ I _ _ 4 _ - - I PAD=2537.3- CIO , _ PAD=2536.8 22 I / I , '� • - - - 2532' I EXISTING I \\ \ / 2 - �I PAD 2536.4 i 23C ' 13 I \\ 538 - N - I OAKS NORTH SUBDIVISION N0. 9 NI 15 > ?s38s6 � c m O ❑ _ N N �\ W O PAD=2538.E / / �� zs -- -- ® / 5. m p O I w RIVER OAKS DR -y 2s36 cc: N o -- 2536 _ __ 0 viN 2539. --- /_ 2538.77 I - -- ' / IW/) •i -7- N ;'I PI PI PI PI- i I-_ D N 0 O I ❑ I I I 14 I I I PAD=2538.9 Z I /PAD=2539.0 I I I I I III III 11 Q h� 1 1 II 2 I I 3 I I / - _ 253, w / 253 .07--- _---_ I I PAD=2537.4 ❑ _ I I 1- J LIMITS OF GRADING p I PAD=2537.1 I I � 14 I I I 15 I 1C O Z 40. L.08 HP PAD=2536.? PAD=2536.4 J s W a W l15 m i' / I BLOCK 26 I 1 1 I BLOCK 21 I I I � / I I I � 7 � 0 z // I I I 1 1 I I Jo --- -IN --- -I I------IN O n n n Z 253 2538 I-J W PAD-❑2538.6 I o N - - - - - - - 253 - -2539. / I PAD=2538.8 I I J 253 - 253 i I rn \ 2538.30 2S��z /' \ \ I /� m z s 25 N / 1 / I 12 I 1 / \\ \ �'/ \\ \ \ \ PAD=2537.3 EI O / LIMITS OF GRADING �1 I ❑ I Z \ \ /i \ ❑ \ \ I PAD=2537.5 \PAD=2537.8 PAD=2537.0 I I 1, 2533.31 �s m \ //� ❑ \\\ EXISTING 1 \ \ \\\\ PAD=2536.E M JUMP CREEK \ \ N SUBDIVISION NO. 3 � PAD=2536.2 EXISTING 1 \ / \ zp OAKS NORTHEl I N _ SUBDIVISION NO. 6 \ 11 - \ \ �\ ✓ ?53j a� \ PAD-2537.5 I O -- - Cn O2 \ \ PAD=2536.8 n o 2 � - \,/2 1 w 2537.32 -- -- 2538.14 4�1 J 253 • / i 253 - \ 2536 / � � � � � � O -- - N I / / / / o /, \ \ / I �• m 10C \ PAD=2536.9 \ I I Q N Ld PAD=2537.0 \ \\ �� -- --�2537.61 -- - OF Q v 2536.35 ❑ \ 1\/ \ \ � 2C 0 \ / \\ \ \ \ PAD=2536.E ��\ \ \N PIS "PI ❑ \ O BLOCK 22 A PI \ Q � PAD=2536.2Q0 ES \\ ,\`\ ® \ \ PAD=2535.9 \ \\ BLOCK 16 \ \ / M�/T wl O 0 _ El PAD=2535.5 \ \\\\ \ \� 2537.11 / / s s-s p _03 _ 13 O O�, EXISTING OAKS NORTH I f- o LIMITS OF G �/ Q c,�� SUBDIVISION NO. 3 N O 00 Z 0 R/W R V! O w C/ 8' 1 5' 20' PAD DEPTH VARIES ,° I ,° EARTHWORK QUANTITIES Q LANDSCAPE I SIDEWALK TRANSITION FROM BACK I EARTHWORK QUANTITIES ARE BASED ON NEAT LINE CUT/FILL O m BUFFER 1' OF SIDEWALK TO PAD I 3 AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS. J 0 Q ROAD SECTION P�� CUT: 200 CY 1.75% �5�5�� \\ I \ qr PAD FILL: 58,900 CY 0 N SLOPE VARIES � -� : �.. . .... ... .. : .. i i i ` ��i��i�.�i I �� NET: 58,700 CY (FILL) iiiii p PAD GRADING � �i��T ,>l,>�>�,�� TYPICAL SECTION c 0 N TS N U cc W 0 z P\L P\L Q 1' I PAD WIDTH VARIES 1' 0 PAD I V DATE: SCALE: 06/10/21 AS SHOWN y<� DESIGN: DRAWN: 0 PAD ,✓%✓� .✓il�'' I MRZ JBS/EJS I PAD 2:1 (MAX) I Q , ,, JOB NO.: FILE NAME: 50 0 F25T 50 100 4468 4468-S-GRAD-PH11 k- PAD GRADING REF. CROSS SECTION No.: C2. 1 0 GRAPHIC SCALE NTS 1 inch = 50 ft. Horizontal NO.: 3 OF 131 z z N o_ � ~ O 0 119 Dyb Gv �p O O w \ ❑ ' I Z w 00 Q > �� P w \ o o �`y0 7❑ o ❑5 3 �d + N I I Q p P O N sx o M a ¢ W RIVER OAKS DR C3.3 I — ss�o / + � °o Vol3 a + \� ao = \ Z U J E� G3.2 1 2 � Z ❑ a n C3.2 1 e SEES / ka�11 z W 1 2 ",a' N /~� rn 8"w Dc� BLOCK 21 w MCNp1R Sj C3.1 Z N� / 2+Ogg5 RC a0 o N tiMh tix h„h �\\ 1 Z N ti MGNP\R SS a Zg359 �, W / W 0 / • c ' 253$55 RC \ Z ,. / 8 w 4+�0 i+86.50 PTCP W„ � / 6+08.10 W0 7C3 lb ?x2� �S3SgSR 3Ctio ah°off 0 2537.08 RC 2 — — Z V N x o . �9R ?2o' i 5s„ / ^ ti o� �c W N S 3 55 B / rn + �e �j 2536.94 RC N �s SHEET INDEX 16. x° N 03. R28' N / w 'ti� \ S6 PZ N.T.S. N ��, ++3 s'w U $ SS`5` / o 1 Z W Q 1- = Z W / a ❑ \ / lOC Z 5 i 5 N SS"$ U,w y 2 O Q � EXISTING \ \ \ a 2 OAKS NORTH � , \ ❑ \ \ \ 6kaR3RC SUBDIVISION N0. 6 Q 0 2 2536+ag54 KEYNOTES o 4 o �\ BLOCK 16 \ Rc n o 6 2C O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). [Lq ❑ Wcq, 4 4 P1 5' WIDE CONCRETE SIDEWALK PER ISPWC SD 709 (ACHD SUPPLEMENT). W O ❑ TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH ❑ ? o \ 25g606 RC 5 0 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). 1Lq C9 ❑5 -� �� ® MATCH EXISTING CURB, GUTTER, AND SIDEWALK. W 253a 4 \ O5 SAWCUT EXISTING ASPHALT PAVEMENT 2' INSIDE EXISTING EDGE PER ISPWC 8"W — SD-303 (ACHD SUPPLEMENT), MATCH EXISTING. Cn m Z w 3r. a531► 8 © 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). 8"w EXISTING PLAN VIEW — W MCNAIR ST/N ELISHA AVE OAKS NORTH SUBDIVISION NO. 3 Z 0 U L7 HIGH POINT STA = 5+85.03 0 HIGH POINT ELEV = 2537.25 PA STA = 5+95.32 PVI ELEV = 2537.34 2545 A.D. _ -1.70% 2545 K = 29.36 50.00' VC Q _ Cq m N 0 O I M N (� } N co Z N W II II II II a ¢ > ¢ CO H¢ N W En �q N N N Z¢ > U W M O ♦� F a > a s Lq to a' Q a rn 2540 v=N — + N '6 W) 2540 0 N U M to U m N C) 3zccN II II Fc+o > rM co + > N II Q W F+ N o oN II J W II > G= CO Ln > N W ¢ W 1 X II II + +� -, PROPOSED GRADE 5 5 '_'`� w W¢ W N N W 0- 0- AT ~ -o U N w 5 5 ROAD a s O N(n d d a n 0.50% 1.20% Q 1.75, _ p — 0.50% — W L LJ — — — — — — — 1 2535 - - - - - - - - - - - — — — 2535 � — — — — — — — — Z oEXISTING GRADE O Q U Ij AT ROAD 0 J f):fO Q p Lil O Z Z co z Z Q 2530 =- 2530 Q z Z w — — — — — — — — — — — — — — — — — — — N OLLJ of APPROXIMATE Q > GROUNDWATER O m z ELEVATION Q:� UJ m FEET I-- Q N 30 0 15 30 60 W z 0 2525 2525 U zGRAPHIC SCALE Z 0 1 inch = 30 ft. Horizontal FEET 0 3 0 1.5 3 6 a N U o GRAPHIC SCALE C/) 1 inch = 3 ft. Vertical Q 2520 2520 o DATE: SCALE: 06/10/21 AS NOTED OD M CGO rn 1Z � �x N N a � gi �; d PLANS ARE ACCEPTED FOR DESIGN: DRAWN: � LO � LO � � N N N QN N 'N N N N PUBLIC STREET CONSTRUCTION MRZ JBS BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: Q THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 1+00 2+00 3+00 4+00 5+00 6+00 7+00 S+OO VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT 4468 4468-S-PROF-PHII IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. REF. PROFILE VIEW — W MCNAIR ST/N ELISHA AVE NO.: C ■ NAME DATE ADA COUNTY HIGHWAY DISTRICT SHEET 4 OF 131 z N o_ � u o 0 119 Dyb w W 00 Q } — o -� P ,z, a 0 �y0 I 3 ¢ IN RIVER OAKS DR C3.S Q 3 — Y 5 BLOCK 26 \ 13 14 I 15 C3.2 Z Lu a � \ N MCNp1R SS C3.1 Z w I N`r raj OD E1 G3 N 25,9 i O N m � \ — Z OD co w 0 - - _ N CHRISTIAN AVE W V v— C3 ,OR 6--ss.. _ lJ --� W • N \ if; O 5 ss$ 3+O s I $ w 1 y6aR�� SHEET INDEX 'Co\ �N / � ti5��' N N tJ� — SS �' N.T.S. N N � .,e � a' ° 0 2g35 45 RO \ 4 ss..a `Z�0� \ 2539 \ \ (' U N N 2�35.00 � � � � \ Z to •� -: N �c9 0 oj 17 • u + Z _ a J w � � � a Na N , N 2s� L a -C I 0770 \ BLOCK 21 11 2537.. PT \ • © 3 2S�sesoA� 2 1 �\ R� _ KEYNOTES 0 0 o 2S3 s8262 ?�c 1-1 \ 2 A 5.3— _ _ O ( ). Z_ r� ICI 1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 ACHD SUPPLEMENT n n n \ (-A R� N � � 6+017p PT u m o \ \ \ 2537g5 RC O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). LW 2Sx96�s \ 1 - O3 TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITHOD ? 3s�6Rcr \ Cb 1 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). C7 2535 83 RO ® 4' WIDE VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT). W L Cn Z SEE /NE STA 6+ Q S 0 \ A 31 HEE7-C3 3 5 0 0 EE SNEE1 G � � S PLAN VIEW — N CHRISTIAN AVE HIGH POINT STA = 4+20.25 0 HIGH POINT ELEV = 2538.94 PVI STA = 4+07.78 iY PVI ELEV = 2539.03 N 2545 A.D. = -2.00% 2545 0 K = 24.98 50.00' VC 0 co M U � 04cli II II II II II m QN uJ" V~7 J N o N a > CL a PROPOSED GRADE w cn a v, 2540 -= U C> M C:iN N o_ AT ROAD � I z 3 N � M a 2540 w O rn p U N N + �p N II o O CO N ON II ± ¢ w ,o� II > II II N w 0.50% O +NN W H > 55 O CJ J O- a- of N HHS 5 N W �. �0 Q W o NNo- o- 55 QY d a. Q0 � a 2.00x O cn 2535 — — — — — Q0 LO cM Q \- - _ Q U C — — — — — — — - - - - - — - - - - - - - - -- - - - -- Lu W - - - - - - - - -- - - - - - Z W I- - - - _ _ _ o EXISTING GRADE J CO LL AT ROAD Q LLJ O LLJ r o I— o w f):f O Q 2530 2530 0a 0ZZ co Q Q Z z ~ V) O LLJ � APPROXIMATE Y GROUNDWATER v, d ELEVATION Q \ J U W 0 z Q 2525 2525 m 0 FEET 30 0 15 30 60 Li U) Li w GRAPHIC SCALE z 0 1 inch = 30 ft. Horizontal FEET 3 0 1.5 3 6 OCT N F 2520 2520 1 1 1 1 1 1 1 1U o GRAPHIC SCALE cwi) �c t0 0� N a t0 P, O I- h N n w oo v 00 0 LO rn CD o ao 1 inch = 3 ft. Vertical o N N N N N 1� N N DATE: SCALE: 06/10/21 AS NOTED co PLANS ARE ACCEPTED FOR DESIGN: DRAWN: 1+00 2+00 3+00 4+00 5+00 6+00 6+50 PUBLIC STREET CONSTRUCTION MRZ JBS BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: PROFILE VIEW — N CHRISTIAN AVE THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 4468 4468-S-PROF-PHII VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. REF. w NO.: C ■ NAME DATE w ADA COUNTY HIGHWAY DISTRICT SHEET 5 OF 131 z N o_ � ~ O 0 F,ER � 6 w 0 O � Z W � Q � o �� CL P w a 0 �y0 FUTURE 3 W RIVER OAKS OR Q \ PHASE 3 a C3.3 U Y 2533 \ \ m 25.3,1 I �( 12+50 C3.2 Z Lu � I 2537 ti� — � \ � ��' — — W MCNAIR SS C3.1 � Z Y � a Z OD 25�8 I 2 / 19 W 0 N �R48' 0\.N pR o M U a� N W C7 70 (p _ w 20 � BLOCK 26 I � � 2sus°°'°OI N �`� � S\9' �/� / ❑ �v � 0 R28M N 2 ' . co 22 M � � � O w w SHEET INDEX 7+ $ W N ± �h N.T.S. N N 5 N _ I°p N N c N LV SS..B _ _r"' _ W ® / ��x 2536.32 L W O N 8„ SS«8 t g 2536 x S / /i Z to �� / Z W � SS..8 g"W 8"W 8"W 8W $ ' — / ❑t � Q L 2537 ss„8` +- 9+00 W RIVER OAKS DR 2536 I ti5�j� c 4 / J _ o 253 S SS„8< SS„8< SS.,8< — 2536 2 ' o M _ �♦ KEYNOTES 0 o 11 / O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). 14 n n M N 536 x x u N o — O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). W I 12 I� OM W O3 STORM FACILITY PER SHEET C3.4. ff?nn I ui o0 U U N I n V U d U M N U ® TEMPORARY ASPHALT CUL-DE-SAC PER SHEET C3.4. Z + � mM a � � � W N I 14 I N 15 3 I 16C i EXISTING m BLOCK 21 I ❑ I I JUMP CREEK Q SUBDIVISION NO. 3 PLAN VIEW — W RIVER OAKS DR z 0 U N W 0 2545 — 2545 Q m m r U Z W Q d M Q CO <O N N N N M p01 M II II o Q rn _ 2540 N � �" J 2540 N cc + N N W O oN o II II W> a o + N Q W O Q W W N lL PROPOSED GRADE II II I 0.50X AT ROAD s s � � fN W 1.00% S s O U o- o- _ 0.50% o Q b � og — J' 2535 2535 W � O Z + N — - - — — — - -- - = Q M — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — _ — _ _ _ O 1 U U EXISTING GRADE — _ _ _ — — — — I r ;Y :T wW AT ROAD 12" STORM \\ 0- N Q Z = DRAIN L.L O iCO \ / p OZ z U w �/ Z Z Q 2530 Q O Z of � 0 s — Z � Y � APPROXIMATE Q Cn GROUNDWATER ELEVATION R O CD z W m FEET 30 0 15 30 60 Li w 2525 -_ 2525 W U LLJ w GRAPHIC SCALE Z 24" GIRR o UNDER 1 inch = 30 ft. Horizontal SEPARATE FEET o PERMIT 3 0 1.5 3 6 c Lij o GRAPHIC SCALE C/) 1 inch = 3 ft. Vertical Q 2520 2520 O DATE: SCALE: N o n LI-�, n ro cc o 06/10/21 AS NOTED o ao N in N- CDo Ln co o < � 'n �PO ; (6� r� I PLANS ARE ACCEPTED FOR I' 04 04 04 � � � DESIGN: DRAWN:N N N N N N N PUBLIC STREET CONSTRUCTION RZ BS BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: Q THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 0 6+50 7+00 8+00 9+00 10+00 11+00 12+00 12+50 VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT 4468 4468-S-PROF-PHII IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. REF. r ■ PROFILE VIEW — W RIVER OAKS DR No.: •.I NAME DATE ADA COUNTY HIGHWAY DISTRICT NO.: 6 OF 13 z N r DER ~ < k J w uj w l ` `'_D x I` tn 60 Z � Of CD NL I f ro 47' ROWILL] � QUILL] C wo V) } Q 7' 16.5' 16.5' 7' 1' 5' 2'� 3 ¢ W RIVER OAKS DR a < VERTICAL 2 14.5' I 14.5' 2' I I I m FILTER 'A' 0.5' 0.5' I I z J 1.75% BLOCK 26 D1 CB A2 \ Z -� 2.0% 2.0%_ 1r STA. 10+22.61 FUTURE z RIM=2535.61 23C W 22 12" INV. OUT=2532.41 (S) D3 PHASE SUMP=2531.41 ,� oo MONA�R SS Z w 7N f�� m It CONCRETE SIDEWALK 2.5" ASPHALTIC PAVEMENT SP-3, 1/2" MIX PG 58-28 3" ROLLED CURB AND GUTTER / a Z OD 4" OF 3/4" MINUS CRUSHED GRAVEL _ W 0 14" OF 6" MINUS PIT RUN DR COMPACTED SUBGRADE TO 95% OF MAX. DRY DENSITY, PER ASTM D 698 0 W CD LLLJJJ rn Z 10+00 O LOCAL ROADWAY - 47' RIGHT-OF-WAY "' 0 W RIVER OAKS DR J® 24 L.F. 12" ADS HP SHEET INDEX TYPICAL SECTION M 0.50% � N A N.T.S. N.T.S. N N 0 cn 0 PAVEMENT SECTION DESIGN PER ADDENDUM NO. 2 TO THE W CV GEOTECHNICAL REPORT PREPARED BY MATERIAL TESTING AND INSPECTION, DATED FEBRUARY 8, 2019. ? V) ~ W Z S&G Al D5 O Q m D1 CB Al STA. 10+55.36 J -C STA. 10+22.25 0 �o RIM=2535.61 RIM=2536.31 12" INV. IN=2532.02 (W) 2' GRAVEL 2.5" ASPHALTIC PAVEMENT 12" INV. IN=2532.25 (N) 18" INV. OUT=2531.27 (S) • �`� SHOULDER SP-3, 1/2" MIX PG 58-28 12" INV. OUT=2532.25 (SE) OUTLET BAFFLE ELEV=2531.94 0 DRAINAGE KEYNOTES z 4" OF 3/4" MINUS SUMP=2531.25 1.0� CRUSHED GRAVEL 20 L.F. 12" ADS HIP I I D1 CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. ��-- Ix 15 L.F. 18" ADS HP W ® 0.50% I I I 0 0.00% D2 CONSTRUCT 48"4 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. ODZ3:1 MAX / / / / / MH Al I I \\/\\/\\/\\/\\ O O O O O O O O C STA. 10+32.27 D3 CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. PL11 RIM=2536.22 I W \\ \\ \\ \\ \\ \ \ CONSTRUCT VERTICAL SAND FILTER "A" PER ACHD BMP 21 AND DETAIL 1, SHEET C3.4. /\/\/ / / / / /\/\/\/\/\/\/\/\/\/\/\ 12" INV. IN=2532.15 (NW) D4 \//\//\//\/ //\//\//\//\//\//\//\//\//\//\//� DESIGN INFILTRATION RATE: 1.0 IN HR. _ 12" INV. OUT=2533.15 INV. OUT=2532.15 (E) ELLJlf EXISTINGEXISTING FINISH GRADE ELEVATION: 2536.0 - - - �\\�\\\� J TOP OF BED ELEVATION: 2534.80 m 12" OF 6" MINUS PIT RUN SUMP=2530.15 I I < � JUMP CREEK BOTTOM OF BED ELEVATION: 2529.80 MATCH EXISTING COMPACTED SUBGRADE TO 90% OF BLOCK 21 I 16C �z I SUBDIVISION NO. 3 GROUNDWATER ELEVATION: 2529.70 o LENGTH: 92' MAX. DRY DENSITY, PER ASTM 1557 15 V) DEPTH: 5.0' Q I CHAMBER 1 WIDTH: 12.0' 9 L.F. 12" ADS HP CHAMBER 2 WIDTH: 45.0' CUL-DE-SAC @ 0.00% j V2: 2,304 OF TYPICAL SECTION � I v,00: 8,668 OF B 84 L.F. 12" SDR 35 84 L.F. 18" SDR 35 N.T.S. (PERFORATED) 0 0.00% I I (PERFORATED) 0 0.00% D5 1,000 GALLON SAND AND GREASE TRAP PER ISPWC SD-624 WITH 20" BAFFLE SPACING I I � Z 0 D4 � w d F`A 18" 0 ADS HP PIPE I U 18" ADS HP PIPE (TOP HALF PERFORATED) PVC LINER N CRUSHED (NO PERFORATIONS) D3 LENGTH- ROCK CHIPS 2-YR STORM FLOW °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° m o 1' < x U m ASTM C-33 N FILTER SAND Lq r uj Z Q F RI El a 0 12" 4 ADS HP PIPE BLOCK 21 v v (NO PERFORATIONS) � w N O H < N HIGH FLOW BYPASS VERTICAL SAND FILTER 'A' o v = SCALE: 1"- 20' Q w o ' 4" CRUSHED o ROCK CHIPS775 f5' C7 if O 12" 0 ADS HP PIPE FILTER FABRIC (PERFORATED) PLAN LEA 0 0 a GROUNDWATER " \ HIGH FLOW BYPASS OBSERVATION WELL 12" 4 ADS HP PIPE BLOCK 26 \ \ BLOCK 21 Q Z o (PERFORATED) Z ASTM C-33 FILTER FABRIC 9 O 11 FILTER SAND Z ec z U FINISH GRADE ELEVATION T L�---L�---L�--L=L=L=1LT=1LT=1LT -TI=L=L=L=L= ITI=ITI 1 1 1TI 1TI = N MIN I Q I z III-III-III-III-III-III-III-III-III-II II-III-III-III-III-III-I I-III-III -III-III =II II I . p 1 g� a Q Lff---Lff---L - - - - - - - - -Lff---Lff---Lff---II ITI-ITI-1I ITI-ITI -Tff - Z ti III-III-III-III TOP OF BED ELEVATION o - `I Q �5 45. 01z U WOVEN GEOTEXTILE 2536 U �N N / O Z s FABRIC 2535.51 FL 2536 W Lv Z Q 9 w ` 0 4% �� 2535.47 FL Q Q 2-YR STORM FLOW 10C 2535.55 RC 6% /I Z /2535.26 FL V) O a"W W 18" 0 ADS HP PIPE � LI i LLJ s (TOP HALF PERFORATED) 1% o n Y BOTTOM OF BED ELEVATION X �J = 4,5' 4" CRUSHED `� GROUNDWATER ELEVATION w �5�� 5% a N 7 c S�P A W �� ` Q O L PVC LINER ROCK CHIPS s c a' z SECTION 12" PIPE SECTION A-A A N 3+00 W w Q m � PERFORATION DETAIL � g � o ch N.T.S. i Q = m 1 IL ' VERTICAL SAND FILTER DETAIL a'W \R s� S5`8 05% 0 N.T.S. W MONA ss„gam Z VERTICAL SAND FILTER NOTES g W 2+p0 ss«a` Q 1. NO TREES SHALL BE PLANTED ABOVE THE VERTICAL SAND FILTER ss 8 FEET 00 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING LETTER PREPARED BY MTI, ` / / 253s�0 20 0 10 20 40 DATED OCTOBER 31, 2019. y 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED AT /ss„8 ❑7 W ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. \ GRAPHIC SCALE Y 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE CORNERS OF ALL UNDERGROUND -253 BLOCK 16 \ < INFILTRATION FACILITIES. CONTRACTOR TO COORDINATE WITH ACHD INSPECTOR REGARDING PLACEMENT OF ❑ 1 inch = 20 ft. Horizontal MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLLING. 6 DATE: SCALE: 5. REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER DETAILS AND SPECIFICATIONS. 06/10/21 AS NOTED SECTION 18" PIPE 6. PVC LINER TO BE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES OF THE ROCK IN PLANS ARE ACCEPTED FOR CHAMBER 1. PVC LINER SHALL BE CONTINUOUS WITH FACTORY SEALED SEAMS, OR PROVIDE 1' OVERLAP \ + DESIGN: DRAWN: PERFORATION DETAIL AT THE SEAMS. LINER SHALL BE 30 MIL MIN. PVC GEOMEMBRANE. ❑ PUBLIC STREET CONSTRUCTION MRZ JBS N.T.S. I _j 7. WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF THE FILTER SAND WITH 1' BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: o OVERLAP PROVIDED AT ALL SEAMS. THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS.8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF CHAMBER 1 WITH NON-WOVEN W MCNAIR ST/N CHRISTIAN AVE VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT 4468 4468-S-DRAIN-PHII GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL SEAMS. IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. REF. ■ SCALE: 1"= 20' NO.: C NAME DATE ADA COUNTY HIGHWAY DISTRICT SHEET 7 OF 131 z N o 6"PI U 119 Cn oyb s I cs G/ J �O O Z Ld 6 PI GI L, Z W - Q >- Q In 0 P W NOT A PART ; s v 3 4" / G/ p yO�d N 15 s s s� _ PtG, Q_ cl_ o G=,.P_ GI 4 P/ Gl I J I I GI_ Z � O 4 PI G,_GlLu sP—GI Z # s 4�p—GI 0 W GREEN 8„W co \ 4"-1 GI FUTURE a z OAK DR \ 17 —_GI 00 s D _ 0 4..P1_ PHASE w o D GI � � s 8 ' 4.,P GI / BLOCK 26 pl GI W O O N N co I 21 I - Rn oo SSMH 11.07 U�/I 22 / ' o N 00 3 I I 23C V ON W 3 I > i- ' SSW 11.11 Z w .) coo 8«W / Z o s 8«W I / Q (D s�8`' g« I SSMH 11.09 / / a W EXISTING SSMH 11.06 w .48� w R�� OAKS NORTH 5 � / sR GAKS pR co"bo 8"W 0 s S«sue .,� n , n Z r i w w S U B D IVISION NO. 9 a —S �8` �«W N 8«W $. 8«W $ �1 s /� c I uuLJ I mdv w W s ss«e< ss« < ss«e s SSMH 11.10 Jv� Z_ y /I � � Z 'bo1 — _ 3 GI I � � I W to 11 1 N � o PI PI S S LQ S I I SSMH 11.08 I I \ Q FL I N < < 14 —S 0D a vi co Z N 12 3 I 14 I 16C <� °D BLOCK 21 I I _ — — — — W < I I m S r BLOCK 21 Z BLOCK 26 I v`", 10 �a zo —S S S s— ® 13 I is — — 4 PI — 4"PI 4"PI 4"PI — — 47? U Li SSMH 11.05 I \ 0 I \ w-—4)� — 1111 s 00 _ — vi 4'PI�— cn 4"pl io �� \OD m �� [ N (D -'s \ � \ � 12 ,l \ / z s a� / Q N N Ld s s— 3 — Z ® \ a � ~ Q s \ Q o I � o EXISTING \ \ OAKS NORTH �S \ \ \ `� �/ BLOCK 21 pp EXISTING o S SUBDIVISION NO. 6 „ \ N — O —s `� sw �•w ® JUMP CREEK - o s r \ LA8•w s s 1 SUBDIVISION N0. 3 ss 8 H- w N oo 8• N 8 z w Lp s , w s MAN �A\R S� s e� N S s - - - - o r U � N S� 10C S«w N ss 8� o-� r � 3 S 0 S ' �� g•W �� N SSMH 11.01 \ N �_ O Q v� S � 1 ` � � i \ \ SSMH 11.02 -37 O Z z 00 _—S 8«w S cn \ SSMH 11.03 �L 4 ❑3 Z a � \ 10C \ � S �llZ — \ 0 s O _ s _ W N D g W S"gL '� I W :� a`w II \ ® \ s Q Q II ss"a N SSMH 6.17 \ \ 2C O Q I , ® 55`g t \ \ 4 PI A Q m N \ BLOCK 16 \ 11.04 a"p� O BLOCK 22 PI— SSMH Q m # SS [6 CP. \ � \ ; w Mg o s \ 4'PI (-D \ ❑ a"w ll W11 LLJ TA s DR z o owl- S� o \ $'W I I a o M$ NPR S e 4`p� M D \ gW00 O G 0 4 CD aCK 21 $„W IR U LJ o 4'pl s I I I (n Q 113 (\ o -7 O2 e W OR I I pl GoN o�P DATE: SCALE: 06/10/21 AS NOTED � Al g'W i w 0 4'pl J DESIGN: FDRAWN: EXISTING -6"PI c 0 3 r �; S"W MRZ BS/EJS o \C-A ® JOB NO.: FILE NAME: o ® o a„W OAKS NORTH7 a 1 _ FEET 4468 4468-S-Ul1L-PH11 C/, � � 4p� 6 SUBDIVISION NO. 3 = 40 ° 20 40 $° A� s"W FNEoF.-- C4.04'p� .W 6 p� LIB GRAPHIC SCALE p� 1 inch = 40 ft. Horizontal SHEET $ OF 13 z z N o_ � ~ O 0 BLOCK 21 119 \ — � — 0 , J' L Z W 00 Q } ❑5 0 �� C P o S2 o z\ - � W ST STA. 14+13 /- �y q S2 a LEN. 57' 03 0 S2 INV. 2531.0 N-5524 I SSMH 11.02 S1 ¢ W RIVER OAKS DR C3.3 v 253p.1 cn � � 3 a \N W2\ I= S2 g \ \ S1 SSMH 11.01 ❑9 SZP. A2+a \ N �� 00 u E� C 3 / / z SEE SHE 3 S2 \ \Nv 2\3o W5 \ j W7 W3 W8 / Ca3.2 Jvl Z (N^ S•\P 12k15 \ N \ 45 LF 8"W W 52 \ i 60 \F Ln a W W3 / \N`1 2\3C C W1 �9 LF \ _ ,/ e W W3 14 \ 4 W MCNPIR ST zp -� S 04 LA S \ SSMH 11.03 S1 N, 0' �16� 3° Z OD W8 S��rn W ss.W3 e 1 oc W W MCN A\R 5�.8` ems° S pis w1 W � t7 \ • W3 N \ \ W3 /W — — c O • N W5 \ g W Sg 8\� i 0 W ui O 12SMa` / �, / w1 SZP•\A33�2 Z SHEET INDEX � > � 9 LF \ W6 W4 \s \ �vN253p•16 \ N N W 8g ` N \N S2 \ �, N.T.S. 3 SS.S S Z N SP• w r e W �,, \� s \ �EN253C 4 \ \ Nz S2 ❑3 Z > N N \NN S w + W p EXISTING , $°w \ 1 � � W1 �1,2+?2 s2 \ � 10c � S-�S �N cc) Z i N ss,a N SS P• • 45 OAKS NORTH \ \ 253�0 \ \W3 SEWER KEYNOTES a S4 SUBDIVISION NO. 6' AC ss"8� \ \ S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. 03 (n S5 S6 EX. SSMH 6.17 SIP. AA37' \ S 1 4" SEWER SERVICE CONNECTION Q 2% MIN SLOPE PER ISPWC SD-511, M V' S2 O N \NVN252g.6 \ \ INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. Z S2 14j S3 \ o , \ ❑7 2C S3 W9 BLOCK 16 � EXISTING SEWER SERVICE TO PROTECT IN PLACE. Fe(f' \ S1 SSMH 11.04 __s �� 1 4•P� W O S4 EXISTING SEWER MAIN TO PROTECT IN PLACE. n n Z S5 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. OD v L Z N \ © PL11 FIELD LOCATE AND CONNECT TO EXISTING SEWER MANHOLE,CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, W NOTIFY ENGINEER OF ANY DISCREPANCIES. ADJUST RIM TO FINISHED ❑ a P\ \ 8„W _ GRADE ELEVATION. m z � 0 - WATER KEYNOTES 8„W W1 1" DOUBLE SERVICE CONNECTION WITH Y4" METER AND METER SETTER / PER COM STD DWG W1, W3, AND W6. 4 W2 1" SINGLE SERVICE CONNECTION WITH Y4" METER AND METER SETTER PER COM STD DWG W1, W2, AND W6. W GIN EXISTING W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET PLAN VIEW - W MCNAIR ST/N ELISHA AVE OAKS NORTH C1.2 SUBDIVISION NO. 3 W4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.2. z W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. o W6 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST BLOCKING PER ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. N w W7 22.5° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. W8 45' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. 2545 — 2545 W9 EXISTING WATER SERVICE TO PROTECT IN PLACE. �j REMOVE EXISTING TEMPORARY BLOW-OFF AND CONNECT TO EXISTING 8" WATERLINE, CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION m BEFORE CONSTRUCTION. v r EXISTING FIRE HYDRANT TO PROTECT IN PLACE. w 00 N M N N M O N N co LLI O H O O 04 N O I L C- N M N r Q N o � N )0 11 LO = o NN � o �2540 C 2540� cc � o CD n — M N > > S N Z Z S N Z Z O M tp=> O cD II _ � F-g^ _ +M Q W N n N N M Q II Z Z (n �—z s (n (n 0_ 00 00 O 00 -4- N N (n o (n (n D: 00 00 N U 2 N N N I (n (n 0_ 00 00 Q II Z ± u') II II (n His cn Cn N z z PROPOSED GRADE N N o 00 Q > > > AT SEWER O w Co Of Q /— LL 2535- - - - - - - - - - - - - - _ _ Z - - - - - - - - - - - - - - - - - - -� 2535 Q w \ - - - - - - - - — - - - - - - - - - - - - - -- - - - - - - - - - z - - - - - - Q o Q EXISTING GRADE T U AT SEWER EXISTING QQ z 8" WATER 8 WATER g" WATER � 0 Q z l j O Z z Q Z Q z Z o 2530 — — —2530 � w EXISTING — 8" WATER APPROXIMATE \ ^ GROUNDWATER ~ O / m z ELEVATION Q EXISTING E/ 0 4" PRESSURE — W N o IRRIGATIONLLJ 2525 U (n z 2525 Q Li L.F. 8" P.V.C. ® 0.62% Z z 26 L.F. 0 23 L.F. 0 8" P.V.C. 263 . . 8" P.V.C. ® 0.42% 8" P.V.C. N ~ 0 O ® 0.42% ® 0.42% EX 8" PVC LL_I Oo N W 0 z < 2520 2520 FEET 10 11 12 13 14 15 6 30 0 15 30 60 DATE: SCALE: 06/10/21 AS NOTED Q0 DESIGN: DRAWN: GRAPHIC SCALE PROFILE VIEW - W MCNAIR ST/N ELISHA AVE 1 inch - 30ft. Horizontal MRZ JBS JOB NO.: L4468-S ILE NAME. 3 0 FEET 3 6 4468 -SAN-WAT-PH11 C4.2 REF. GRAPHIC SCALE 0 No.: 1 inch = 3 ft. Vertical SHEET 9 of 13 z z N o_ � ~ O 0 — — D119 Dyb w < 00 L Z W — Q o -� > C P Z I Lu 3 W RIVER OAKS DR C3.3 _ BLOCK 26 a 3 Z I 13 14 i F= I I I 15 00 = 12 41: I O Z Z ❑ Q STA. 12+90 STA. 13+62 C3.2 ~ ❑ \ S2 LEN. 41' LEN. 42' S LEN.41' Lu 11 \ SSA 124d6 INV. 2532.6 INV. 2532.7 INV. 2532.4 C,4.2 \ WVN25g1.6 I I I � W MCNAIR SS C3.1 Z SNEE1 \ S2 SSMH 11.05 S1 W1 N SSMH 11.06 S1 16 SEE S \ \ \ ST A N 14d6OD 1 I I I ❑ 00 rn \ INN 2530.E W1 \ W1 ST9 S2 a W IlkS .,4 N N � N cn � 2s�2 � W3 W Gm C7 I I Z u� W4 10C N /� �► ss« < _ ss«9< _ SS« < — ss.9< v� u o 166° W277 LF � N CHRISTIAN AVE w2 738• W N o // 8" 8"w 8«W 8"W 95 LF W3 +. O N 5❑ tea` w2 0 SHEET INDEX S3 9 LF a«W / I 9 LF I �o Asa N +; (V \ ( ss 6 W6 — — — ❑ w7 N.T.S. SSMH 11.07 S1 N 3 00 0 97. Ss a1` .� 1a V) W4 N N W N O \ e Z � > H S z W W2 �S ;S 17 Z 0 01, a W / STA. 12+83 I STA. 13+76 n,? Z i 10 LEN. 49' LEN. 47' W7 1, INV. 2532.4 I INV. 2532.7 SEWER KEYNOTES a ❑S4 ❑S5 EX. SSMH 6.17 S W5 S2❑ ❑S2 I S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. /S \ \ «N S2 4" SEWER SERVICE CONNECTION Q 2% MIN SLOPE PER ISPWC SD-511, p BLOCK 16 N \ \ 10 11 � BLOCK 21 IN INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. n Z �M © \ A ' W1 — — ❑ �I \ W6 S3 EXISTING SEWER MAIN TO PROTECT IN PLACE. W Cot S4 EXISTING SEWER MANHOLE TO PROTECT IN PLACE. OD Z 0 a� S5 FIELD LOCATE AND CONNECT TO EXISTING SEWER MANHOLE, 3 W2 CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION, n n n Z NOTIFY ENGINEER OF ANY DISCREPANCIES. ADJUST RIM TO FINISHED u W ' S y GRADE ELEVATION. S� _ ma ;� S ca� I A S w o+ S2 m z 7 \ A .v 18 3 SNEE1 G4'2 WATER KEYNOTES 0000 SEE PLAN VIEW — N CHRISTIAN AVE 3 � W1 DOUBLE SERVICE W1 CONNECTION AND WI6TH %" METER AND METER SETTER MgTCHL1IVE ST — W2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET SEE A 16+ — c1.2 SHEET C4.4 00 W3 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.2. W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. W5 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST BLOCKING PER zo ISPWC SD-403, VALVE BOX AND LID PER COM STD DWG W11. d W6 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. U N W7 45' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. o 2545 2545 Q in vZ � m O N N Q N > > r- N N N ao N1 NII W N co 11 0) CUD N O +oo LO 0 z z+W) PROPOSED GRADE :2: N = �czz AT SEWER N � zz x �Nzz o N 2540 Z w N N e - - - CN ( 00 00 � z z 2540 Q ON Ov O O Cn Cn Of 00 00 Cn Cn 0_ 00 00 c p O D M M Nco O U S � N N N Q W U) (n + N Z Z CD-0N I (n W Cn CE Z Z Z Z O w 00 I C Q 4" PRESSURE O LLI p ID2535 — — — — — — — IRRIGATION � — o - - - - - - - - QU 0 _ - - - - - - - - — — — — — — — — — — — — — 18 — 8" WATER (j W MIN. — - - - - - - — — — — — — — — — W W O 8" WATER - - - - - - - - - - - - 2 W Q 2 r Q EXISTING ATTSEWER GRADE � (� Q Q U W z w p Z Q O Z z co 2530 2530 Q z Z o � Q u) 0LLJ w V) APPROXIMATE W GROUNDWATER Q = O m z ELEVATION U 0 Q o Q z = � N 2525 Li 277 L.F. 8" P.V.C. (� n 49% 2525 0 45 L.F. 8" P.V.C. 0.42% z z 173 L.F. 8" P.V.C. 0 0.42% w Q � zo 203 L.F. 8" P.V.C. ® 0.42% LLJ w c V N U LIJ 0 Cn 2520 2520 Q 10 11 12 13 14 15 16 FEET 0 30 0 15 30 60 DATE: SCALE: co PROFILE VIEW — N CHRISTIAN AVE 06/10/21 AS NOTED GRAPHIC SCALE DESIG MRZ DRAWN:JBS 0 1 inch = 30 ft. Horizontal JOB NO.: L4468-S-ILE NAME. 3 0 FE1.ET 3 6 4468 SAN-WAT-PH11 Lj C4.3 (REF. 0 GRAPHIC SCALE No.: 1 inch = 3 ft. Vertical (NO.:SHEET 10 OF 13 z z N o_ � u o 0 119 Dyb w Z W00 Q o �� C P w r 0 Q W RIVER OAKS DR C3.3 — / 3 x Z FUTURE C32 Z Lu PHASE f C3.1 Z 19 \ W MCN C / N I � S2 20 / a Z co— \LEAI, 16+31 1 / BLOCK 26 W 0 \ • c /� W �Up�-p OR �o INV 25394 � 21 23C �' � S2 22 ' STA' 149' / Z O v� INV, 2539p S2 i S2 / / W 0 co M W1 STA. 18+01 STA. 18+81 I c, N Q U I INV.N2530.6 LEN. 46' I �9� / I SHEET INDEX a c� INV. 2530.2 o C 4 co W s•W w4 I w7 I N.T.S. Rn N c Cb Lp Z Cb Z 0_ — / W1 I I W6 / �V • u _ co 8 W2 W 12 LF _ — I ° I / �E Z V) (9 W > � � sS s� � v> W6 W2 _ W2 8 8'W I I S S4 • Q t - 8"W 8^W 8"W 8• �j= SEWER KEYNOTES W3 SS 170° W2 i �° SSCO 11.11 3 8� _ 3 W2 19 W RIVER OAKS DR W2 15 S1 48" TYPE "A" STANDARD SEWER MANHOLE PER ISPWC SD-501. 9 . 3 S Ss s< $ — 3 N f g< SS. < sS 8< I I SSMH 11.10 S1 / S2 4" SEWER SERVICE CONNECTION Q 2% MIN SLOPE PER ISPWC SD-511, 0 p IN ;2:^W3 N INSTALL STANDARD SERVICE MARKER PER COM STD DWG SW3. Z M II , SSMH 11.09 S1 / S3 "T" TYPE CLEANOUT PER COM STD DWG S1. 14 W O I I — �� cn — — S4 TEMPORARY SEWER AND WATER EASEMENT. Z LLI STA, �+7 p I INLEN, 40, to I I PI P r 0 V 25312 TA 7+46 SSMH 11.08 S1 N W1 N I I W I 11 S2 IN N• 39' I I I u u STA. 18+' WATER KEYNOTES I V 25398 STA. 18+88 12 I S2 I LEN. 41' LEN. 43' s , m z INV. 2530.5 1 W1 1" DOUBLE SERVICE CONNECTION WITH /' METER AND METER SETTER � 1 S2 I INV. 2530.1 I EXISTING PER COM STD DWG W1, W3, AND W6. Q s2 I JUMP CREEK W2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON SHEET 14 15 16C I SUBDIVISION NO. 3 C1.2 BLOCK 21 W3 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.2. W4 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. PLAN VIEW — W RIVER OAKS DR W5 11.25` ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. W6 22.5° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. W7 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER COM STD DWG W13. o U N W 0 2545 2545 m � U W U N � a N N O \ W N n O H O v v N Q La O V) � \ N c> I W v O c O cD 0 iri N rn a0 � r7 M� N rn O +M O 2540 0 ;'LO N U � N o 0 Z 2540 Q 2 I+ Z O I O 00 N O L2� C I O N N 0_00 _ �N Z Z p +u) Z O O+M Z O N (n O_'0o 00 2 O M Z Z a Z Z 0 PROPOSED GRADE U) U)�00 00 `" `"Fx °O 00 L1__I Q AT SEWER O O Q H- M Z z — 2535 O Q U EXISTING GRADE00 U < ~ � AT SEWER 4" PRESSURE 07 W j W W - - - - - - - - - - - - - - - - - - - - - IRRIGATION 2 — — — — — — — — — — — — — — — — — — — — — _ - - - - - - - - 12' STORM I — — � Q Q < � - - - - - - DRAIN V O 18" OZ z � Z Z O W 8" WATER I MIN. Q Y Z — 18" MIN. _ Q Z O V) O Lij Q 2530 2530 Q Y T — — — — — — w Li.l Q APPROXIMATE 0 m GROUNDWATER bj y ELEVATION r, 17 L.F. 2 36 L.F. 8" P.V.C. 8„ PVC N 0 207 L.F. 8" P.V.C. ® 0.42% I @ 0.42% 0 0.42% z V Li277 L.F. 8" P.V.C. @ 0.42% z 2525 — 2525 o (\ IV L,_j OCT 24" GIRR V) N UNDER U SEPARATE W PERMIT 0 Y FEET o I 30 0 15 30 60 DATE: SCALE: I 2520 2520 06/10/21 AS NOTED 16 17 18 19 20 21 DESIGN: DRAWN: GRAPHIC SCALE MRz JBs _j 0 1 inch = 30 ft. Horizontal JOB NO.: L4468-S-ILE NAME. PROFILE VIEW — W RIVER OAKS DR 3 0 F1.5 3 6 4468 SAN-WAT-PH11 LA REF. C4�d GRAPHIC SCALE LA 0 NO.: vT T 1 inch = 3 ft. Vertical SHEET '' 1 OF 13 z G� z N O F g^pi O 9 z119 oy s 8 Fi GI U) O Z L-1 I G/ Z W Q >- x o Q 66— ro GI " NOT A PART o w 3 2 4 p► •y 15 S S� G�_ 44*p G� METER LID a- s Odd 3 p� 24" CONCRETE PIPE, PVC Q 12 ® 1 _ 4.p� PIPE, OR METER TUB ~o 6 \ 4-pi _ _G x Q I G� PRESSUREd. H 4"pi 31 IRRIGATION Z _ MAIN LINE W ci � 1 Y2" CURB STOP x s s 6 _ 4-pi G/ BALL VALVE Z S� 1 Y" TAPPING # 2 4 _ 4�p—Q_ SADDLE a \ 1 W GREEN s w co 4,p► x . . . > r4) OAK DR O \ 17 1 ///� 6» 18" MIN. a Z 00 ° 4 a� W_ � �° • c s 18 I 4-pi J" CRUSHED a BLOCK 26 I 4 P�ci FUTURE 13 24„ ROCK CHIPS Z 16 19 ' 6 „ / \ PHASE o 5 6 LF W � 0 0 9 LF 17 LF \ 0 0 u 2 \ I 21 I 14 J + 11 \ 24" ❑ }' 3 1 '' 1 22 I 1 U�/ • O N 0 / 23C n Z W N \> 0 H �S s„W / II 1 IRRIGATION DRAIN DETAIL Z w o s s»w NOTE: INSTALL IRRIGATION DRAINS AT LOW POINTS WITHIN Z S S © I I THE PRESSURE IRRIGATION SYSTEM FOR WINTERIZATION. • Q N J t I ss„awl a»W 12 a cn co I EXISTING w '14 W R/V 8„ _ / 3 OAKS NORTH 15 ER OAKS pR 8'w — _ _ / t9 0 'co � W W SUBDIVISION NO. 9 s _ s"`8 Cf) S S _ ss,.a w s"w s" s„W Z M I T / c/ 14 W 7 x W y s sS < I I Jv� Z 0 SS„8< SS„8 s ci _ _ 8 3 LF 9 LF / i �� KEYNOTES z '60x x x O1 EXISTING PRESSURE IRRIGATION MAIN TO PROTECT IN PLACE. W 11 I N N o 5 O2 EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. S S S— c I I 13 m z O a I I I I 14 O CONNECT TO EXISTING 4" PRESSURE IRRIGATION MAIN. CONTRACTOR N Q TO VERIFY PIPE SIZE AND LOCATION. o Q 14 S I 3 ® CONNECT TO EXISTING 6" PRESSURE IRRIGATION MAIN. CONTRACTOR 00 a TO VERIFY PIPE SIZE AND LOCATION. N O5 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. bo Z 12 13 1 14 I 16C — — — — I 15 0 © %" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. Q < BLOCK 21 ❑ — — — — W 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE U 1 I I IRRIGATION NOTE 1 ON SHEET C1.1. 2 Q 2 2 m 1 I 6 ® PRESSURE IRRIGATION DRAIN VALVE TO BE PLACED AT LOW —S S m BLOCK 21 a 9 6 a POINT OF PRESSURE IRRIGATION SYSTEM. Z BLOCK 26 I � 0 9 11.25' BEND WITH THRUST BLOCKING PER ISPWC SD-403. Z 10 O S g o S S S— 4 13 I �S 6 LF 4"PI 4"PI — 4"PI 295 LF 4"PI 4"PI- - �9 10 22.5' BEND WITH THRUST BLOCKING PER ISPWC SD-403. a 8 LF a Li I 6 11 90• BEND WITH THRUST BLOCKING PER ISPWC SD-403. 6 1 s I 10 .0 — — / 01 12 4" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. 132�F 14 6 \ a"P\ 119 LF 6j f- 12 \ a 13 CAP OR PLUG AND MARK END OF IRRIGATION LINE. Q 9 LF 9 7 6 01 15 2 �') \ I 14 4"X 4" TEE WITH 2-4" GATE VALVES AND THRUST BLOCKING °2 —S S S \ N 12 \ I PER ISPWC SD-403. N r s \ 7❑ / ' 15 4"X 4" TEE WITH 1-4" GATE VALVE AND THRUST BLOCKING PER ISPWC SD-403. Q Q O M Z \ N N I 3 ® a 16 6"X 4" TEE WITH 1-4" AND 1-6" GATE VALVES, 6"X 4" w S S S— Z \ 10 REDUCER, THRUST BLOCKING PER ISPWC SD-403. o 0 2 # \ I O oLLJ N \ \ / EXISTING N zcio \ \ OAKS NORTH 2 _—s �� ,/ BLOCK 21 EXISTING O _S s SUBDIVISION NO. 6 JUMP CREEK „ \ 2 �' a'w �"W ❑4 Q - 2 s s 1 SUBDIVISION N0. 3 I) c� W �^ � o N i W MON N\R 5l 0 W = w, cP a 0 u S 2 10C, a^w "s"s / \ Z 6 = r Q cc 3 S --I— / \ O I— 0 0 Z z S a'w �, \ Q � \ � 3 Q O ss,,a ❑ 1OC \ L S — — 0 \ 9 f nS S a 0 /� Z � co \ �o V J 0 W w ° aw V) s8� / \ \ 4 i S � Q 3 °� a„w II \ \ ® \ s �_ Q _ II ss,a � \ \ 2c 2 0 zw I \ \ El \ 4"PI I ,u I Q m ss"g � Q # ` N \ BLOCK 16 \ 5 q P\ O BLOCK 22 �/ W co s w / ❑ $„w 1 _ W s o ® \ 5 \\ 4p\ aw GNP\ s 2 4'P\ O 00 4 \ 4 p\ ❑ 1 FEET N _ `D= �pCK 2\ $"w 40 0 20 40 80 (� o " aw a Q+ 2 q P\ GRAPHIC SCALE o \ O a'w — Q /G\ 1 inch = 40 ft. Horizontal n � w N O`P R DATE: SCALE: GQ � s\ 14 06/10/21 AS SHOWN \ a•w 4'P` \� PLANS ARE ACCEPTED FOR DESIGN: DRAWN: 3 a'w — EXISTING -6"P' PUBLIC STREET CONSTRUCTION MRZ JBS/EJs O e P\ OAKS NORTH IT BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES JOB NO.: FILE NAME: ® O $w S\'G\ THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 4468 4468-S-PIRR-PHl l ® v� 4 P\ 6"P\ S U B D I VI S I 0 N NO. 3 VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT O g'W 1 G\' IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE REF. r C�■ 1 'P\ THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. NO.: V v 4 p\ $w / / �G\'G\ ��p\ 6 NAME DATE NO.: OEET 12 OF 13 ADA COUNTY HIGHWAY DISTRICT z z N o � v O 9 z119 O6Ld s Q x L, Z w 00 Q NOT A PART o_ v J'J, ,� Q w � 12 ® I _ � x \ _ J Lu Z FUTURE \ / x PHASE a Z 00 W=EN DAK DR \ 17 I ' — Lu o 18 I + BLOCK 26 6 >- S 1 O Lu • , 5. m 0) 0 ±� ( N \ SL / I 21 I 22 � � # 1 I ❑ / cc: v, o 0 W N I I 5 Z .i Z w � O \ • Z i I SL# EXISTING OAKS NORTH 15 _ — — _ _ STREET LIGHTING NOTES z o SUBDIVISION NO. 9 _ W RIVER •� 5 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE � a 3 OAKS DR WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN Lu X SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL n n Uzi/ ELECTRIC CODE. ��v� Z - - - - SL# - _ — 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO I I I I Z x x x STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT I I Lu Q 11 I https://citizen portal.meridiancity.org/Citizen Access/ TO OPEN A I 1 SL# PERMIT AND REQUEST INSPECTIONS. m I �Z Q I I I 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE N Q N REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND o 14 I I ASSOCIATED WIRING. 2 Z 12 3 I [1-4] 15 I 16C 4 FROMSTRET LIGHT BASES FIRE HYDRANTS ANDL2BMIN OFROM WATER METO S TREES, 5'MIN. Z J _ _ _ O9 < # BLOCK 21 I I 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. - - - - ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE U I I 8 STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING Q I I FINAL INSPECTION. m Z BLOCK 26 I BLOCK 21 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 10 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO zo ACCESS LOCKED METER PEDESTALS. Of U ° Li 1 I - SIGNAGE NOTES \ 1. PRIOR TO INSTALLATION OF SIGNS CONTACT ACHD INSPECTION TO \ O COORDINATE ALL SIGN LOCATIONS. Q \ \ 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND OBTAIN A RIGHT OF WAY PERMIT PRIOR TO SIGN INSTALLATION. m cn 12 } \ 0 W Lj N N 3 - ® \� O KEYNOTES - � o o # \ O INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II LUMINARIES PER COM STREET LIGHTING DETAIL 6A Q w EXISTING \ \ / O2 EXISTING STREET LIGHT ° OAKS NORTH \ \ o \ / EXISTING O3 INSTALL STREET NAME DESIGNATION SIGN c SUBDIVISION NO. 6 „ \ 1 SL# O JUMP CREEK ® EXISTING STREET NAME DESIGNATION SIGN Q D SL# i BLOCK 21 n SUBDIVISION NO. 3 O5 INSTALL TYPE II TERMINUS BARRICADE PER ISPWC SD-1132A Z 0 \ ❑ (ACHD SUPPLEMENT) AT END OF SIDEWALK. Q 4 © INSTALL TYPE III TERMINUS BARRICADE PER ISPWC SD-11328 O (ACHD SUPPLEMENT) WITH "ROAD TO BE EXTENDED IN THE MCNP�R SS i 3 - - - - FUTURE" SIGN ATTACHED TO BARRICADE. W 0 10C Z O Q = r Q CD 1 SL# P Z f):f O Q � Z i 1 � \ ❑3 0 z 3 1 SL# \ Q \ 10C Z Z 0 \ ® QEl- CD (� \ z O ✓ 3: \ ❑ \ 1 BLOCK 22 = 0 m z < \ BLOCK 16 \ � 1 L d CD 2 ❑ \ N CD o \ 4Lu 0 \ j o0 o U ® \ O 2 FEET N OCK 2� 40 0 20 40 80 (� o Z e` LJ Q 13 GRAPHIC SCALE o n 2 - 1 inch = 40 ft. Horizontal O �NpOLP �R 14 DATE: SC 06/10/21 AS NOTED oo W G PLANS ARE ACCEPTED FOR DESIGN: DRAWN: EXISTING PUBLIC STREET CONSTRUCTION MRz N S = O OAKSNORTHJOB NO.: FILE NAME: 0 4 tL � 12 BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. 4468 4468-S-LIGHT-PHII v� SUBDIVISION N 0. 3 VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE REF. C6. 1 v THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. NO.: w _j / NAME DATE NO.: 13 OF 13 ADA COUNTY HIGHWAY DISTRICT (SHEET z