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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Monday, March 15, 2021 9:38 AM To:Charlene Way Subject:Development Application Transmittals - Oaks North No. 9 FP-2021-0010 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 No. 9 FP-2021-0010 Hearing Date: 3-23 Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law 1 Hearing Date: March 23, 2021 File No.: FP-2021-0010 Project Name: Oaks North Subdivision No. 9 -FP Request: Request for Final Plat consisting of 20 single-family residential building lots and 3 common lots on 7.4 acres of land in the R-4 zoning district,by Toll Southwest, LLC. Location: The site is generally located at 6180 W.McMillan Rd.,in the SW 1/4 of the NE 1/4 of Section 28, Township 4N.,Range 1 W. Project Planner: Joseph Dodson �T Planning Division E IDIA �1 �' HEARING APPLICATION DAHO Type of Review Requested Final Plat File number: FP-2021-0010 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: SABRINA DURTSCHI, TOLL BROTHERS Phone: 208-780-6723 Applicant address: 3103 W SHERYL DR STE 100, MERIDIAN, ID 83642 Email: sdurtschi@tollbrothers.com Ownername: SABRINA DURTSCHI, TOLL BROTHERS 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): SABRINA DURTSCHI Firm name: TOLL BROTHERS Phone: 208-780-6723 Fax: Address: 3103 W SHERYL DR STE 100 Email: sdurtschi@tollbrothers.com Contactname: SABRINA DURTSCHI Phone: 208-780-6723 Fax: Contact address: 3103 W SHERYL DR STE 100 Email: sdurtschi@tollbrothers.com Subject Property Information Location/street address: 5685 N BLACK CAT RD Assessor's parcel number(s): SO428314970 Township,range,section: 4N 1 W28 Project Description Project/Application Name: Oaks North NO. 9 Description of work: Final Plat consisting of 20 single-family residential building lots and 3 common lots on 7.4 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-2020-0270 TYPE OF USE PROPOSED Residential: CHECKED PROPERTY INFORMATION General Location: 5685 Black Cat Road Current Land Use: Vacant R-4 Total Acreage: 7.40 Prior Approvals(File Numbers): AZ-13-008; PP-13-014 ZONING DISTRICT(S) R-4: CHECKED PROJECT INFORMATION Landscape Plan Date(MM/DD/YYYY): 1/18/2021 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): 1200 Gross Density: 3.30 Net Density: 3.85 In Reclaimed Water Buffer: No In Flood Zone: No PLATS ONLY Number of Building Lots: 20 Number of Common Lots: 3 Total Number of Lots: 23 Minimum Lot Size: 10,743 Average Lot Size: 11,000 s.f. Area of Plat: 7.40 Plat Date(MMIDD/YYYY): 09/21/2020 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Acres of Qualified Open Space: 34,162 s.f. Percentage of Qualified Open Space: 15% QUALIFYING SITE AMENITIES Children's Play Structure: CHECKED 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 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 5 'roll Brothers.a LAND DEVELOPMENT PAVING THE WAY FOR AMERICA'S LUXURY HOMEBUILDER February 23, 2021 City of Meridian Planning Division Community Development 33 E Broadway Ave, Suite 102 Meridian, Idaho 83642 RE: The Oaks North No. 9—Final Plat Application Dear Planning Staff, Toll Southwest LLC hereby applies for final approval of The Oaks North Subdivision No. 9, containing 7.40 acres, this includes 20 single-family residential lots and 3 common lots. This site is located at 6180 W McMillan Road(Parcel number SO428314950). 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 requirements. Phase 9 also meets all the requirements and provision of the UDC and was prepared in conformance with acceptable engineering, architectural and surveying practices and local standards. This property was annexed under Ordinance No. 14-1602,which was recorded as instrument number 114030973. The applicant also entered into a modified Development Agreement, recorded as instrument number 14030972. I thank you for your time and consideration of 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 sdurtschigtollbrothers.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 Legal Description The Oaks North Subdivision No. 9 A parcel located in the SW % of the NE %4 of Section 28, Township 4 North, Range 1 West, Boise Meridian, Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at a Brass Cap monument marking the southeast corner of the SW%(S %corner) of said Section 28, from which a Brass Cap monument marking the southwest corner of said Section 28 bears N 89016'58" W a distance of 2635.25 feet; Thence N 0043'41" E along the east boundary of said SW % a distance of 2634.11 feet to a 2.5 inch iron pipe monument marking the northeast corner of the SW '/4 (Center '/4 corner) of said Section 28, said point being on the northerly boundary of The Oaks North Subdivision No. 6, as shown in Book of Plats on Pages through , records of Ada County, Idaho; Thence along the west boundary of the NE '/4 of said Section 28 and said subdivision boundary N 0043'58" E a distance of 35.86 feet to the POINT OF BEGINNING; Thence leaving said subdivision boundary and continuing along the westerly boundary of said NE '/4 N 0043'58" E a distance of 590.00 feet to a point on the centerline of the East Tap Lateral; Thence along said centerline S 77°58'14" E a distance of 667.33 feet to a point; Thence leaving said centerline S 12022'23" W a distance of 170.50 feet to a point; Thence S 0043'58" W a distance of 270.00 feet to a point on the northerly boundary of said The Oaks North Subdivision No. 6; Thence along said northerly boundary the following courses and distances: Thence N 89'16'02" W a distance of 131.50 feet to a point; Thence N 0°43'58" E a distance of 18.03 feet to a point; Thence N 89016'02" W a distance of 178.50 feet to a point; Thence S 0043'58" W a distance of 55.69 feet to a point; Thence N 89016'02" W a distance of 131.50 feet to a point; Thence N 0043'58" E a distance of 15.37 feet to a point; ONp L LA/Vo S Thence N 89016'02" W a distance of 178.50 feet to the POINT OF G T F BEGINNING. 14, Iz-- � This parcel contains 7.40 acres more or less. a 11118 Clinton W. Hansen, PLS < 9T oP . Land Solutions, PC %,T F O F �� January 22, 2021 ON W NP Lin, blutipns The Oaks North Subdivision No.9 ��- of 1 Land SSumeying and Consulting Job No. 1 Page 1 of 1 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 February 1, 2021 Planning Division City of Meridian 33 E Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: Oaks North Subdivision No. 9 Roadway Centerline and Groundwater Elevations Dear Planning Staff, Groundwater monitoring has been conducted for the Oaks North Subdivision No. 9 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. 9 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 (208) 955-6555. Sincerely, ESE CONSULTANTS, INC. ��SS10�NAL Eiy�i 12449 Co� N�A �� z Gs'NF OF E. B02 ZI� �z� Justin E. Bozovich, PE Asst. Regional Director of Engineering ESE Consultants, Inc. 3103 W. Sheryl Drive - Suite 100 - Meridian, ID 83642 (208)424-0020 ad TIN N31 'S LLLLLUmHtz rr o I _0 C mrl � � 2 0 ❑ 0 Z ❑� Z 0 =� ❑ — NL o > >� 0 cn 3 Y N o 081dO 1iOvie S ® zin � � Z �® W ® 1aFFR ❑ o m w J U z Z U ® N, U � 3 J UO W z ® � W cai o a0 ®� J tO Z � W OD O ON LOWN3a011 2 t9 a LU Z m U� O O 7 I� W N Z N o Z Wzu 0 0 Z 3 t9 0 � nnn Z ro I LJuLJ I � W o z � Z o u ❑ W a a� �d1S SEE NII U R 1 V. 0 1�5 11 1 . q A00 1 i �I N mP:u s7 k I i4 WORM IR88 P. Ile rr CID � � __ �►�. a - �� I I ( el�� •rzY `Vi � �� -- I. r THE OASS NORTH ENGINEERING �* I�wurr;icur OHEJ nvri+E�sa t a� a SUBDIVISION wa,w PRE SOLUTIONS- LIMINAITY PLAT ru �n v ba.xa: sm.,w ,eav s,orrz xzr,sh.i, xw.v�an maa axp ur,x yy ve,n F SEE SHE"1 N.rN N N b.A.4rk PII n .• F1' � �• � .�,�., wr 8 } � � ,R ._ IklrrAnM R a/•4+7w' 1e�$1', �Cgt 59 Tr si4g — ' .- ��.. d ; T f .'l .� . ' I -� 1 =� ��_�'_ -Irk ,��.:.. .,�yf� 1 �• / �, .• _ _ / � '} 3.' I } >-tt.a. -=�• ._T-tip- -� '��-•a �-..= , i S ,1ry yr 11 .- ,w..��. n l-u�u..�•` u,. '� 11 • Sh ,� - J ��lry. --� F. • f �ti � .. q ,.fin.y ' 'r •' - _ _ _f•wr� �;!i � '.,P,. a zc---• 11,w =` u 1 y ly- Al r '1 ` reel/.Wu1v t • r� __ .. �o- _ ..'mow:. _ __ „�ell u••}� J'1 n..� e ' � rLir� �f` n /- e 9_. K _..tl -� 1 I r'Ir � F�- � a i � a � � �• IE � iA u11 u n+1/ "i •, 17 u 1 1. ie 1: u w .+t• F u Ag ('I `� '� u w 11 i � � �� [ -e- , - er a �ro. .11 >,�ff le . �Y �u • ti t�«{.l 's 1 ••.,`��'-- f' er was . s[ .0 alp '» it u -- Alm1 mac-- - -Ir.. - a n P s n n � u "�'"'I,le _rr' ". e 'i y, -, y •'11 "� .�" �i, n it •.�' -� �� 3 I 4r,ruIrEo t°z°�w3a9�au4 6°4'"s}ea"a�y li r 12 L THE OAKS NORTH ENG,INEERIN6 w l PLAWWR oEVELOPER TNr' QFFiE Pa 9 >: SUBDIVISION (y� 1�� "' r PRELIMINARY PLAT_ SoL urla Smr 1m.nyl aqua s1/.�s1�[ 1w �e9°1.s love wr,s1E:na ,4y a 1 Y 1 1 I 1Lgltl N eICTIXI it f +. r.s! /IL+q ww�wi�%rm� nr,W7 eYi�'1A MP�91- "a• :" �ie(xN 111-au ,�WY y[. �h.(�eu..ew _— I i Rul, I,NPU,RD . d w TIT 3� sk jig qi E E �i } e f - ! E. [ He°P 1'f�9m14 ' 10 il 0 p! lk j3 = E -s i l.�N.- .rr 6• a c • w J r ]i iJ /x] EI n If to 11 ] s 1t Is f nur u N F{ E ;E'•:_E eE IE rE I:E ;I� _ E s E E srr 1• ~- �v a g u� I I 1 f• f f ,e IJ a -r... ,� E 9 a� '- Ei.� 'E -E »a i4r ' • p •'Q ; E E , - �I A M A PART J ' I. �� l i y.1• 1'n "'I river♦ • r,� N r � f� �9 ,16 RUT r 8 fpp ..r IINPIATTkD • irw yd t fir— I G�L. t ..�1�^r• �+. i ..MY_ �.)3L rnw 4 S e ♦ { - IN a ; r 11 • Nr f� s WW'ea•r lsow' fr.... — -- _ ..]7 'llr.., _ 51�J. .rfs•..... ..�' �-.? �. - - _. _ _. _ ._..._`. q r51r• �i• '� q.. -1`! 39 ) X SS -ty� 1 !: i - 1 1 1� ' io. 14h� I r rv. f� �i �•�� B inu ,l it 1 /ja n 1 11 ] 19 A �Y � 111I1 IF m J4 a>nt wh ,..tr l ]9 4 Y ! : r• Q q ..w ,5rp5 1 ( ^r PHA alry 4 4 E E TI 4 1 I 1I 'j ~Sa•: >s q is Fit FD __..�_-. e•fr]vr,�.r......--, _.� —_-. i I !] -*-lvwi'pc - _._. .._ � vl ki r a a a • r^ • y` 16 WG.[I4W.r v T^ 1 � - C I`a'';� s- E i 4; �� : >, € li ii $� I 6 E-I •E q r'._ _ rFwlAa z` _ p" I , �2Ll [7 , � emawu-IlAlwe�va"'•-�....y, waru,e �.�; 'ram 1 • '• - -. ] - — - •7f f 1 y � �l i.. I r � I � 1 �'• 1 el THE OAKS NORTH EpINEERING M1' J PwNNCRrcoNrncr DEVELOPER OWNERSOFRECOf;D u n SUBDIVISION (�►y PRELIMINARY PLAT V V<ufr iQNro rv»rr.w.+An k slf ,00 oaaui Iaray.uc Inscimra w s]c zro I-1-I �j 1� In]9 59MlU�iI3 1Pf.SIE.MO 1 I 1 gr $ - __... 19G5IID tl lItWN IOM IL IfNRL Sf IH.lPi --��'�-r`�w^fy Dr pap I*av W4'1.^md'i fx f%Ni1rE6p e]IIZ r 1. T.Ip.A,l,!,l ��7,tO1pW1 A►T.!' .;; ••..u.x r IYI>ttl 1.a�c.l rrov 0+1.1r iwf r..rA+7.Hac] I lu l.Y uN ruNIY,lVlq ]►}71�WpIS nl.�wl�wS�w ._ .- I I 1 f ,JJ ] illy Ll -I- -I kid I� I i I a�• 1 I -- { _.� I �'• �• a . sE�u T V. L•1� ll 11 �i ' + •' ; �__ � — — " � r-_� t1' I i` • I �• r '�.. I 11 7 I f ] I � k- I ,E, � l —I 9 n 3 THE OARS NORTH � f LI1NyrR I OOH1�1Cr DEVELOPER WNERS OF RECORD SIBDIYI9ION ENGINEERING aocoAG uc ' PRELIMINARY PLAT-OVERALL SITE SOL U TIONS. •. aM.rw at ec,w ooa.[>� n. GOI.}wSw am A••t m ,auim n naoa». �..u�k+« p +m „�.1'„' w..n+a•wcw n.ner:.u-wa .ua ur x r tuL ai..au a„ .unx ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: January 22, 2021 Final Plat RX Project Name: The Oaks North Sub No 09 T/R/S 4N1W28 Parcel Number(s): SO428314970 Project/Plat Applicant: Toll Brothers Phone No: 208-250-6161 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N BLACK CAT RD W McMILLAN RD N McDERMOTT RD v 2 v v � 0 o v U 3 v a r- o Proposed Street Names: u Q o V m Comments 1 N BLACK WALNUT WAY X 2 W GREEN OAK DR X 3 N SUGAR MAPLE WAY X 4 5 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. Page 1 of 1 arry ane 1 1 1 1 1 1 1 Q) '- (n F-- ' 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 s 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 z 1 1 1 1 1 1 1 1 1 1 1 1 1 < 1 1 1 1 1 1 1 1 3 G 1 1 1 1 1 1 1 1 (D N 1 1 1 1 1 1 1 1 O., r c m W Vanderbilt Drive 0 i i i i i i i Q O i 1 1 1 1 1 1 z 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I OT APART 1 1 1 1 1 1 1 1 1 1 1 1 I 4N7I W28 1 1 1 1 1 1 1 I ' W Ladle Rapids Drive 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I (p N RT � (OD-N ' 1 1 1 1 I f� .Dry 1 1 1 1 1 1 1 1 4—v Gov\ � � c Q 1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 TjDrive OT A PA 3 W Sands B Wpctavia Driv--------- ----------------------- - 111 I Z- ------------- -------i--------- ----------•---L--- ---- --'- --------L""---- - ----------L----- •--------•----L-- ---------•--- > ' 1 l Springs Drivcu EGG°J� W Deer Sp 9 O�'o W Ma95io Drive 1 z z Q' 1 4� This map is made from data copyrighted by Ada County.Ada County shall not be liable for ADA COUNTYASSESSOR inaccuracies or misuse of this map.Maps Land Records Division bear ng this disclaimer may be photocopied freely. Geographic Information Systems 1 inch = 300 feet 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. 9 BOOK PAGE LOCATED IN THE SW 1/4 OF THE NE 1/4 OF SECTION 28, T4N, R1W, BM MERIDIAN, ADA COUNTY, IDAHO 2021 LEGEND ® FOUND ALUMINUM CAP MONUMENT CPO INST.NO, Q FOUND BRASS CAP MONUMENT 2020-051997 W. CHINDEN_BLVD. FOUND 112'REBAR WITH PLS 11118 E 1/16 PLASTIC CAP,OR AS NOTED ® FOUND 518'REBAR WITH PLS 11118 PLASTIC CAP,OR AS NOTED n O SET 112"REBAR WITH PLS 11118 PLASTIC CAP I I g SET 518"REBAR WITH PLS 11118 PLASTIC CAP f UNP"TTED I t8 LOT NUMBER SECTION LINE CL EAST TAP LATERAL I I -- CENTER LINE PUBLIC UTILITY,PRESSURE IRRIGATION 7s �I AND LOT DRAINAGE EASEMENT LINE, Ls n 7 SEE NOTE &2 AC HD PERMANENT SIDEWALK 48z28' 577 +T4a UNPLATTEO I ------------- EASEMENT LINE PER 86733. I�rSCfrOF WR kffRmN 54noT SENEW INSTRUMENT NO- [ �85 DID• ffiEre NU _ I ------- OTHER EASEMENT LINE AS NOTED 34182 sf ._ n ©5' H775g'�3 �` y�J f� SUBDIVISION BOUNDARY LINE P MOTE I] IN li - •1t657 SrI fF $ ❑ f o 1 r J 0' 50' 100' 200' S LOT LIPNJ I 3 120.00' n 11007 SI ,=, .,tt� g H'ITSgJ371`Y J - - ADJACENT PROPERTY LINE NF�1802'W _51CS39 sf �s e,N -1 S 137g8• S 577;s8yq�I`yRl 1 g �Y 331RIq. SCALE:1"-100' 8 11 `1'ry �G1F- C15_ �J IBLDCK3�B „1r y f f 1J10743 sf n•3 g 2B45 sI -_EEO c s6r c M��Ss 1 c o -13}.56', N� �G� 9 k7j'5s Id"w;34 C2 1rl o +9- _r .83 sl,rs' NOTES rn r H8910 2 W 126. 1 Lg.-H8332'11'W ILL-7312662 ar [!1 Jr LS 7729 i4'' I! UNPLATTED w „�sr �N 15' 1157rss,4 rizs - 9-ra 13L4f'_I J ❑ CIS' _ ,71 1-EACH LOT IS HEREBY DESIGNATED AS HIVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,OAKS HOMEOWNERS ASSOCIATION INC-PRESSURE IRRIGATION,AND LOT R05 6717 I -t �y J 1 nl 11636 s Q J 215 2L5 I NA97B U2 M! DRAINAGE OVER THE FIFIE EN(16)FEET ADJACENT TO ANY P PUBLIC STREET. Fi5 EASEMENT SHALL L NOT PRECLUDE THE CONSTRUCT CHI OF HARQS IRFACED DRIVEWAYS 9 12M2 r I"+ 1P' AND WALKWAYS TO EACH LOT- r"I j HB516 02�1' 1 L.-131.5d- Io �. } j n 11835 gf 2-UNLESS OTHERWISE SHOWNAND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVNGA PERMANENT EASEMENT FOR PUBLIC OTTUMES,OAKS HOMEOWNERS 4 'n O9 6� maI 02 w Ia' sl va BLOCC 3Q 40 CD I ASSOCIATION INC.PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE M FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT q I$ TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY- Z IN 11 ,.�¢¢••u�� z I L -13L5U J BLOCK ��i nl 81 t11j7 yf �#H697602'11' �� r -J7s 02 w v I 3-ANY RESUBDIVSIOH OF THIS PLAT SHALL COMPLY WITH THE PPREAELE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBMISON. 1 I BLOCK 29 I -8,�+ 1m B $ �c I 4-THE OMER HAS PROVIDED UIRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM,TO BE OWNED AND MAINTAINED BY THE OAKS r H8916 U2 W 1 L -13 -fJ g 11178 sI _ I I# '8 UNPLATTED HOMEOWNERS ASSOCIATION INC.NCOMPLIAHCE WITH IDAHO CODE SECTION 3I-W1X4 ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE5ETTLERS IRRIGATION �! „°7,1= m1• 118350 6� DISTRICT- Q & Y r}He91e a2 w , L�-13LS0'-}�' I u0 � t t t78 x 1n -BUILDING SETBACKS AND pIMEHSI0HAL 5TAUgARp$INIHIS SUBDIVISION ouI!BEMN COMPLIANCE YRTII THE APPUCABLEZONNG REGULATION$OFTHE CITYOF `j I�, �j @ }HB87fi 02r1Y L.t.t31,5(I'- J e•7 I MERIDIAN. 1,3]„50'}5+•i, 1 "� 11177 9f "� F;n 1'0 1 r �1602IW � 0 6-LWNTENANCE OF ANY IRR 71ON OR DRAINAGE PIPE OR DITCH CROSSING A LOTIS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS J I 8 I © $ Lr1 A9611MED RYAN IRRIGATIOh:'DRAI4AGE WITTY. r H6916 02'�1' i 131.50'-.J 11178 sf I� g� ❑ S 7-BOTi0A40F BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. I 11835 sT , POINT OF 1117OS sf I N •gI- ® 10� -131.50'-} I` L3 L4 18' &THIS DEVELOPMENT RE�""$$EOTION 22 5M.IDAHO CODE•RIGHT-IDEALµ WHICH STATES THAT NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR - EKPANSON THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL BEGINNING ,I I 11178 Al g N89'16'02"W 178.5D' L - - I ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR WHEN THE OPERATION,FACILITY OR EXPANSION WAS HOT A NULANCE AT THE TIME IT BEGAN '13L517- U 11 L2 N89'16'02"W OR WAS COSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL HOT APPLY WHEN ANUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT NO'43'S8'E --- I'"I M 1 OPEFNTpN CF ANY AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF- 8 - - cO 131.50' N8_9'16 O2_W �II, �OO 9•LOT I BLOCK 2t LOT 12.BLOCK 29 AND LOT 9,SLOCK 30 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE DAIS HOMEOWNERS ASSOCIATION NC- C 1/4 -T,,-,� ',INDiyj l5 7729 1QTXI$DEVELOPMENT IS SUBJECT TO THE TERMS OF DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT ND- .RECORDS OF n 131.50' r - sag z1'aD'E 131289 -~--- CE 1/18 FOUND 25'PIPE r•7 0 ADA COUNTY,IDAHO. CPO INST.NO, � 11-LOTI2.BLOCK28ISSERVIENTTOANDCONIAN LS STHEADACOUNTYHIGHWAYDISTRICTSTORMWATERDRAINAGESYSTEM.THISLOTENCUMBEREDBYTHATCERTAW 2015-014105I` - O ` FIRST AMENDED MASTER PERPETUAL STORM WATER pRAHAGE EASEMENT RECORDED ON NDVEMBER 10,2B15-AS INSTRUMENT NUMBER 261`r103256,OFFICIAL RECORDS _ OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS F SET FORTH IN FULL(THE IMASTER EASEMENT').THE RASTER EASEMENT AND THE STORM WATER 2 12 DRPANAGESYMMAREDEnICATEOTOTHEAOAOMNWW44WAYOI$rMCTPIJR$UANTTOSECTION40,- LIDAHOWDE THE MASTER EASEMENT IS FOR THEOPERATION x THE OAKS NORTH SUBD. NO. 6 10 AND MAINTENANCE OF THE STORM WATER ORANAGESYSTEA 800K PAGES 12•THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGR&YDISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS OF wACWNTY,awO- Irl 102 �I 02 *292M8+ 1/4BA9S OF BEARING 28W.YCiNMLLMi ROAD 1317-68 �$7729 1317.86' 28 27N8916'58'W 2635.25' 7.7�^ _�_�_,_�__,__`_CPO INST-NO- SB916'45'E 2635.54' SE CORNER L LAND CRQF NST.NO. 202D-002037 SW 1/4 SE 1/4 33 3d 9� T S 2020-M779 CP&F IKST-NO. 2015-079245 4 I^ O CLINTON W.NANSEN d 1 1r 1 A BLE PLS 11118y,jl CURVE TABLE LINE LI�EHTA DIRECTION fryrre of CURVE 0 LENGTH RADIUS DELTA BEARING CHORD CURVE# LENGTH RADIUS DELTA BEARING CHORD Ok W 7r1P 1-1 23.50' 118916.02-W CI 106.08' SaCO' 10117'48" 55172.52"W 92.79' CYO 40.21' 3fi.50' 63V7'26" 570'28'02-w 3821' C2 5B-2V 50OW V056' S80'4W113'E 58.26' C11 24,32' 36.5Q 3810'20' SIV49'08'W 23-87' L2 23.50' H8916'02'W C3 4&5T 500.00' 53S56' S974'4TW 48.55' C12 22.67' 83.W 15'3S23' 'S830'40"W 22-6V L3 23.50' H8916'02'W SURVEY NARRATIVE La 23.50' I6916'02'w ELa:n C4 50.01' S00.00' 5'43'S1' S3'35'54'W 49.99' C13 44,09' 83.50' 3015'16' S31'2d'59'W d356'THE BOUNDARY FOR THIS SUBDIVISION WASOEVELOPEO FROM SURVEYED C5 8803• 476-5d IIY35'O5' SF441SW 87.120' C14 42.65' 83.50' 2916'05' S6170'WIN 4219• L5 27.51' N40'SI'21'WTIES TO CONTROLLING SECTION CORNER MON UMENTATION,THE PLATTED .SUBD IVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO-6. C6 5.92' 476.50' O'42'43' S1fOfi'19'W 5.92' C15 3&21' 83.50' 2613'03' S88'55'li'W 37.89 Land?Iwflonsyveing and Consulting INFORMATION FROM RECORD OF SURVEY NUMBERS 5362.6547,6715.6717. C7 9.49' 523.50' 1'02'1B' 8115'07'W I 9-4T C16 56A0' 576.50' 53356' S8T45'13"E 55-95' L7 Z3.50 S77'S$'14"E 8811,80".AND CURRENT DEEDS OF RECORD-711E SURVEYED MONUM ENTATION AND CONTROLLING BOUNOARIE$FIT THE RECORDS WELL C8 0.68' 523.50' O'04'29' S148'31'1Y 1 0.6V C17 8.68' 523.50' 0-W52- S11'33'20'11' 8.66' LB Z3.50 S77'S$'14"E 231 E.5TH ST„STE.A AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION C9 fi0.57' 62550' S'33'5fi' S80'45'13'E 50.54' C18 91.93' 643.50' 811'O8' S82'A3'49'E 91.86' L9 3fi.68 N3417'02'W MERIDIAN,ID 83542 SHOWN HEREON- (208)288-2040 fax(208)288-2557 mYw.landsGlutions-biz SHEET 1 ❑F 3 JCB N0.1>5-55 Street Name Evaluation Response Sheet Subdi►►isionlJurisdktio►1: The Oaks North Sub No 491Meridian Representatives: Comments 1 Ada County Assessor Approved with Comments Disagree wl Reinhold alignment. Most northern segment is over 100 ft out of alignment 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer] 4 Ada County Development Services Approved with Comments Does Green Oak align wl existing Reinhold? 5 Meridian Fire No ResponselDefer 6 City of Meridian Approved with Comments Agree Green Oak and Reinhold do not align. 7 No Response/Defer $ No Response/Defer 9 No Response/Defer THE OAKS NORTH SUBDIVISION NO. 9 BOOK , PAGE LOCATED IN THE SW 1 /4 OF THE NE 1 /4 OF SECTION 28, T4N, R1W, BM MERIDIAN, ADA COUNTY, IDAHO 2021 LEGEND ® FOUND ALUMINUM CAP MONUMENT CP&F INST. NO. O FOUND BRASS CAP MONUMENT 2020-051997 W. CHINDEN_BLVD. FOUND 1/2" REBAR WITH PLS 11118 E 1/16 PLASTIC CAP, OR AS NOTED ® FOUND 5/8" REBAR WITH PLS 11118 PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 PLASTIC CAP ® SET 5/8" REBAR WITH PLS 11118 PLASTIC CAP UNPLATTED 1 18 LOT NUMBER - - - - SECTION LINE CL EAST TAP LATERAL I - - CENTER LINE C. PUBLIC UTILITY, PRESSURE IRRIGATION LS 11779 AND LOT DRAINAGE EASEMENT LINE, N SEE NOTES 1 &2 N ACHD PERMANENT SIDEWALK 482.28' S77° UNPLATTED EASEMENT LINE PER �g 8��4"E 6 clrr of MERIDIAN SANITARY INSTRUMENT NO. p.00' 260.op 6�3,3' SEWER AND WATER EASEMENT 12 13 s N77850p INSTR. No. ----------- - - - - OTHER EASEMENT LINE AS NOTED 34162 sf ^ W 14'13"� 85.00, L7 9 I SUBDIVISION BOUNDARY LINE SEE NOTE II z �� 1165o sf �� 15 12 38 13g1��7 sf 0' 50' 100' 200' 11007 sf . o � �l o N775g1 LOT LINE 120.00' M `"� ^i.� 13"w ADJACENT PROPERTY LINE _ _ _ Z� /" of �' �i 137gg• S775 � o w w10939 sf. ai olo 0 8'14" N89'16'02"W ^ 1338.14 SCALE: 1"=100' 0 11 o\�-C1 C15-26.5g' 85.pp� BLOCK327' ^i ; 13710743 sf o r'�, w 225 5.87' c, <v _ �1 z645 sf �-®_ GREEN 25-c1s- ^ N77 - - N o cq c,� N7758��AK O1�. �� K, m 5814 W NLo CD -134.56'- 21 2.5- CN0-__ 4"w 134.83' `" C2 51.16' U O ' 4^O N O N89'16'02"W `v ?�S' 134,g3 4785 sr ^� "' 12682 sf b N " O �� v� 126. 1 g7 39 -12 w N83'32'11"w " o C I LS 7729 NOTES rn o 10 14' -C9-- !� 75 a' UNPLATTED U) 11201 sf �75' >>58'14 E 4�1.25� _ 9.14' 00 13L46'-� J ROS 6717 w 1 r- 11 C18 o ,�� 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,OAKS HOMEOWNERS ASSOCIATION INC.PRESSURE IRRIGATION,AND LOT o I> �� 636 sf c 13 c>�� N89'16'02"W I DRAINAGE OVER THE FIFTEEN(15)FEET ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD SURFACED DRIVEWAYS 00 _ _ _ 131.50' i- ¢ ^ ,�; 23.5' 23.5' i Y, Lc) _ � ^ 0 12302 sf o Q -1 © 0 I C. AND WALKWAYS TO EACH LOT. N89.16'02"W I w -131.50' _ L � 835 sf o _ _ _ o 0 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,OAKS HOMEOWNERS CD p o O9 S o I F N89-16'02'w -10' '� I 00 BLOCK 30 0, I ASSOCIATION INC.PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT Z o 11 178 sf o - 1 L - 131.50'_ J z 1 �8 J O TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. U-i � o0 10 0 ¢ � L -1 31-50'- O BLOCK 28 Q � 77 sf - F N89'1 OfV I o I 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. 0' 131.50'_ �' 2S °O 8 F- N89-16'02"W N BLOCK 29 o� 14 o Y N 4-THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM,TO BE OWNED AND MAINTAINED BY THE OAKS N89'16'02"W 1`" -131.50' _ �� 78 sf g 1 ool O o UNPLATTED I HOMEOWNERS ASSOCIATION INC.IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b).ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION I Z °O o °° m 1� 0 835 sf o -�' DISTRICT. 0 8 0 N89'16'02"W N ll n rn rn 00 M CD L _ 131.50'_ 1� 5 BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF Sri 11178 sf 00 o o � _ _ _ z " MERIDIAN. ao cn o 9 0 o /31 0'- 5' Uri N8916'02"W - 131.50_ 1 77 sf ao 0 15 5 "o I N89.16'02"W p 6-MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS J o O CIO ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. N89'16'02"W _131 50'_ LO 11178 sf � 0 4 o 0 7-BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. b �7 0 N89-16'02' ll 0 835 sf o POINT OF 1 1178 sf o I O 10 _13L50'_1 L3 L4 rnl °' I 8-THIS DEVELOPMENT RECOGNIZES SECTION 22-4503,IDAHO CODE,RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR ao 0 I o0 8 0 , �� _ 1 EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL BEGINNING L -13150'_ �J Ll L2 1178 sf �� N 89°16 02 W 178.50 ° ' 1 ORTIVITIES AFTER IT HAS BEEN IN WAS CONSTRUCTED PROVIDED THAT THON FOR MORE THAN ONE E PROVISIONS OF THIS SEC 10 S ALE NOT APPLY WHN THE O N,FACILITY OR EN A NUISANCE RESULTSION WAS FROM THE IMPROPER OR NEGLIGET A NUISANCE AT THE IME NT IT BEGAN N8916 02 W NO.43'58"E N$g°16'02"W 178.50' L - I - o0 n 131.5O' 1 OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. 35.86' o - _ �_ - N 89°16 02 W _ 00 c I 9-LOT 12,BLOCK 28;LOT 12,BLOCK 29 AND LOT 9,BLOCK 30 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. C 1/4 - _ _ _ LS 7729 W I� 131.JO - �r S89'21'00"E 1312.99' CE 1/16 10 THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT N0. RECORDS OF FOUND 2.5" PIPE 00 r� Ln O ADA COUNTY,IDAHO. CP&15NS01.4NO.105 r_ M �j N I Z 11-LOT 12,BLOCK 28 IS SERVIENT TO AND CONTAINS THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM.THIS LOT IS ENCUMBERED BY THAT CERTAIN I FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NUMBER 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER Z THE OAKS NORTH SU BD. N 0. 6 J \ , / ,^; DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE.THE MASTER EASEMENT IS FOR THE OPERATION Q co I� AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. �o I BOOK ___, PAGES ____________ I`" w 12-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO, RECORDS OF � \ � 3 0 ADA COUNTY,IDAHO. M WI Z tto o IU Y MFI I ¢ Z I m Z 29 28 BASIS OF BEARING _ 281 4 _ _ W. McMILLAN ROAD _ _ _ 1317.68' _ _ _ _ LS 772_9 131_7.86' 28 27 32 33 N89'16'58"W 2635.25' 33 S89'16'45"E 2635.54 L LA CP&F INST. NO. CP&F INST. NO. SE CORNER 33 34 �oNP NHS 2020-020779 2020-002037 SW 1/4 SE 1/4 c� G 1 S TE G,A CP&F INST. NO. �5 k. F G 2015-079245 CLINTON W. HANSEN a 1 1 1 18 0 LINE TABLE PLS 11118 CURVE TABLE tiT OF CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD LINE LENGTH DIRECTION ON W.1�1P` L1 23.50' N89'16'02"W C1 106.08' 60.00' 10117'48" S51'22'52"W 92.79' C10 40.21' 36.50' 63.07'28" S70.28'02"W 38.21' L2 23.50' N89'16'02"W C2 58.28' 600.00' 5'33'56" S80'45'1YE 58.26' C11 24.32' 36.50' 38*10'20" S19'49'08"W 23.87' C3 48.57' 500.00' 5'33'56" S9'14'47"W 48.55' C12 22.67' 83.50' 15'33'23" S8'30'40"W 22.60 SURVEY NARRATIVE ' L3 23.50' N89.16'02"W50' N89'16'02"w � C4 50.01' 500.00' 5'43'51" S3'35'54"W 49.99' C13 44.09' 83.50' 30'15'16" S31'24'59"W 43.58' L4 23. Lan O �ti ® � THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED C5 88.03' 476.50' 10*35'05" S6'44'13"W 87.90' C14 42.65' 83.50' 29*16'05" S61'10'40"W 42.19' L5 27.51' N40'51'21"W is TIES TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED L6 27.51' S53'47'00"W SUBDIVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO.6, C6 5.92' 476.50' 0'42'43" S1'05'19"W 5.92' C15 38.21' 83.50' 26'1SOY S88'55'14"W 37.88' Land Surveying and Consulting INFORMATION FROM RECORD OF SURVEY NUMBERS 5362,6547,6715,6717, C7 9.49' 523.50' 1.02'18" S1*15'07"W 9.49' C16 56.00' 576.50' 5'33'56" S80'45'13"E 55.98' L7 23.50' S77'58'14"E 6811,8989,AND CURRENT DEEDS OF RECORD. THE SURVEYED L8 23.50' S77'S8'14"E 231 E. 5TH ST., STE. A MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL C8 0.68' 523.50' 0.04'29" S1'48'31"W 0.68' C17 8.66' 523.50' 0.56'52" S11'33'20"W 8.66' AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION C9 60.57' 623.50' 5'33'56" S80'45'1YE 60.54' C18 91.93' 643.50' 8'11'08" S82'03'49"E 91.86' L9 36.68' N34.17'02"W MERIDIAN, ID 83642 SHOWN HEREON. (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz SHEET 1 OF 3 JOB N0. 18-35 THE OAKS NORTH SUBDIVISION NO . 9 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED STATE OF IDAHO BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF COUNTY OF ADA S.S. THE OAKS NORTH SUBDIVISION NO. 9; ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN A PARCEL LOCATED IN THE SW '/4 OF THE NE '/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, AND FOR SAID STATE PERSONALLY APPEARED SUSAN STANLEY, KNOWN TO ME TO BE THE DIVISION MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: PRESIDENT OF TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO SUBSCRIBED SAID LIMITED LLIABILITY COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW '/4 (S '/4 CORNER) OF SAID TO ME THAT SHE EXECUTED THE SAME IN SAID LIABILITY COMPANY'S NAME. SECTION 28, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28 BEARS N 89'16'58" W A DISTANCE OF 2635.25 FEET; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE N 0°43'41" E ALONG THE EAST BOUNDARY OF SAID SW '/4 A DISTANCE OF 2634.11 FEET TO A 2.5 INCH IRON PIPE MONUMENT MARKING THE NORTHEAST CORNER OF THE SW '/4 (CENTER '/4 CORNER) OF SAID SECTION 28, SAID POINT BEING ON THE NORTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6, AS SHOWN IN BOOK OF PLATS ON PAGES MY COMMISSION EXPIRES THROUGH , RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE WEST BOUNDARY OF THE NE '/4 OF SAID SECTION 28 AND SAID SUBDIVISION BOUNDARY N 0°43'58" E A RESIDING AT DISTANCE OF 35.86 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID SUBDIVISION BOUNDARY AND CONTINUING ALONG THE WESTERLY BOUNDARY OF SAID NE '/4 N 0°43'58" NOTARY PUBLIC FOR THE STATE OF IDAHO E A DISTANCE OF 590.00 FEET TO A POINT ON THE CENTERLINE OF THE EAST TAP LATERAL; THENCE ALONG SAID CENTERLINE S 77°58'14" E A DISTANCE OF 667.33 FEET TO A POINT; THENCE LEAVING SAID CENTERLINE S 12°22'23" W A DISTANCE OF 170.50 FEET TO A POINT; THENCE S 0°43'58" W A DISTANCE OF 270.00 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 6; THENCE ALONG SAID NORTHERLY BOUNDARY THE FOLLOWING COURSES AND DISTANCES: THENCE N 89'16'02"W A DISTANCE OF 131.50 FEET TO A POINT; THENCE N 0°43'58" E A DISTANCE OF 18.03 FEET TO A POINT; THENCE N 89'16'02"W A DISTANCE OF 178.50 FEET TO A POINT; THENCE S 0°43'58" W A DISTANCE OF 55.69 FEET TO A POINT; THENCE N 89'16'02"W A DISTANCE OF 131.50 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE N 0°43'58" E A DISTANCE OF 15.37 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF THENCE N 89°16'02"W A DISTANCE OF 178.50 FEET TO THE POINT OF BEGINNING. OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY THIS PARCEL CONTAINS 7.40 ACRES MORE OR LESS. DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. 0,t pLLAIVD 0� �G 1 S T£,Q� GAL THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND o� �- O DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, CLINTON W. HANSEN o THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE a 1 1 1 18 ; jA DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE PLS 11118 N �0 _ LIMITS OF SAID EASEMENTS. �j qTF OF IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 TON W NPR TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY BY SUSAN STANLEY, DIVISION PRESIDENT jr o I ix+� o ij sA Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 18-35 SHEET 2 OF 3 THE OAKS NORTH SUBDIVISION NO . 9 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 \0NPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 18 0 N Po 2 PLS 11118 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT /yTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T01V W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 jr C�� Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 18-35 SHEET 3 OF 3 Issue Description Date ISSUE I-lb-21 PLAYGROUND ADD 2-25-21 1 OAKS NORTH K R H P A S � a PHASE 9 „no __ � 6535 77j ------------- - —---——------—-------——-- - - � I �„m�R � ►f�rf�llll► OR HA JENSENBELTS ASSOCIATES FR AK N*TH S Site Planning Landscape Architecture 1509 Tyrell Lane, Ste 130 Boise, Idaho 83706 Ph. (208) 343-7175 www.jensenbelts.com I A z � Q J W Z O i = Q I Q V Z O 0. T 10 Z z , Q Q A S NO TH O - o Z - ! W Q I J A S N R H Q � z J P E � S N RT PH E 1 N07E5 H H 1. REFER TO EAGH INDIVIDUAL SHEET PL 1.1 FOR COMPLETE LANDSCAPE Job Number 2109 PLANTING PLANS. 2. REFER TO SHT L I.2 FOR PLANT SGHEDULE, Drawn Checked LANDSGAPE NOTES, AND DETAILS. KCS KCS 5. REFER TO SHT L I.5 FOR LANDSGAPE Scale AS SHOWN SPEGIFIGATION AND IRRIGATION PERFORMANCE SPEC,I FI GATION. Sheet Title W. MCMILLAN ROAD OVERALL LANDSCAPE PLAN DEVELOPER COLEMAN HOMES, LLC Sheet Number 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 L • 0 Fax (208) 424-0030 NORTH KEY MAP : NOT TO SCALE 1 of 4 Sheets Issue Description Date ISSUE 1-15-21 PLAYGROUND ADD 2-23-21 ci GI kJ��1 ltftj�r 6'P/ G' (REFERENCE SHT L 1.2) � C _ v TOTLOT GI_ SYM GOMMON NAME _G SHADE TREES (GLASS 111) LAWN _ TYP 6"PI RO RED OAK lop'! 6535 ( ) r�.�l 6 pI 12 SHADE/STREET TREES (GLASS II) 34164 SQ FT 54RO G' AB AUTUMN BLAZE MAPLE 4' HT SOLID 65 GREENSPRIE LINDEN VINYL FENCE `` TT TULIP TREE SEE DTL 4, 600 = 41 SHT L I.2 (TYP) 3-GR 4-GM � SHRUBS/ORNAMENTAL GRASSES/PERENNIALS 13 I 6 P' BE BLAGK EYED SUSAN 11650 SQ FT 1 / 6»PI BL BLAGK LACE ELDERBERRY 40 2-M6 1 57 GM WALKERS LOW CATMINT -BL 1P' . GR RED FLOWER CARPET ROSE 14 5-13E I H IVORY HALO DOGWOOD 11007 SQ FT I C� 8_G5 MG MAIDEN GRA55 JENSENBELTS 15 / MS MERLOT SWEET5PIRE ASSOCIATES r 10939 SQ FT 2 C75 1 - 4' HT SOLID 5-TT 2-MCC 8 I Site Planning VINYL FENCE 1 I-BL 10743 SQ FT LAwN Landscape Architecture r_ O SEE DTL 4, / 1509 T ell Lane, Ste 130 5HT L I.2 (TYP) - - — 4-GM Boise, Idaho d aho 83706 a 3-G i � VISION R v _ I Ph. (208) 343-7175 11 8-AB o TRIANGLE a w (TYP) ! co 6' VINYL FENCE ALONG www.jensenbelts.com 12644 SQ FT I - - a PROPERTY PERIMETER 40 SIDE YARDS (TYP). 4-TT _ _ SEE DTL 4, 5HT L I.2 co SS.. ��--DR/� 8"vv _ # 4' VINYL FENGE k v ADJAGENT TO COMMON / I X X - < OPEN SPAGES (TYP). — — — — ---- - Q ss a SEE DTL 4, SHT L I.2 7 •E) O ` 12682 SQ FT 1 -= 5-GM I-BL � a . — - I _ 3-GR ---- 2-MG �t b 5-GM --- / 3-IH - o _I-MS I-BL Z 10 -MS "� __ 1. REFER TO SHT LI.2 FOR PLANT SGHEDULE, 40 -7-AB 5-BE 5-BE 5-GM LANDSCAPE LANDSCAPE NOTES, AND DETAILS. 11200 SQ FT 1 I-Ms I-M5 1-BL 11 I 5-IH 5-CM — — — — J 2. REFER TO SHT L I.3 FOR LANDSCAPE ■ 11636 SQ FT 6' HT SOLID 3-GR SPEGIFIGATION AND IRRIGATION VINYL FENCE O BLOCK 30 I PERFORMANCE SPEC, 1 � 1 SEE DTL 4, O 1.1.1 - _ 5HT L I.2 (TYP) 4-CG5 I Z - - 13 w = Q - - 1 12303 SQ FT \ � _ 6 � Q U 6' HT 50L I D - - - VINYL FENCE � \ 00 11835 SQ FT = SEE DTL 4, I IYF� co 5HT L I.2 (TYP) I w _ BLOCK 29 Z 9 Q 11178 SQ FT - - - - O 10 coN z _ 11177 SQ FTIL W Q - - - - # (� J 14 BLOCK 28 _ _ _ _ I 11177 SQ FT I J I - 5 I 11835 SQ FT Q z 8 - (4 LL N 11178 SQ FT - - - - 01 I--r W 9 - - 11177 SQ FT Lj-j 15 — ! I Job Number 2109 Q 11178 SQ FT — 4 Drawn Checked I o- 11835 SQ FT Kcs Kcs ui Scale AS SHOWN 11178 SQ FT - - - - - - - I Sheet Title z 8 OAKS NORTH PHASE 6 LANDSCAPE 11156 SQ FT I PLAN i DEVELOPER OAKS NORTH PHASE 6 COLEMAN HOMES, LLC Sheet Number — — — — — 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 NORTH Phone (208) 424-0020 0' 30 60 90, 1 . 1 SCALE I" = 30' 2 of 4 Sheets Issue Description Date ISSUE 1-15-21 PLAYGROUND ADD 2-23-21 8' ��1L1<{1 f 1111f1 x 2" x 2" CEDAR STAKE, 2 PER TREE. FL�ANT U y, ' SET STAKES PARALLEL TO PREVAILING POST GAP ��`�� OFF WIND. SEGURE WITH RUBBER CINCH TIES. DO NOT PENETRATE ROOTBALL. 6 O.G. I YY x 5 YY RAIL *� � C G SEE NOTE 3. �/8" x 13 �/8" PANELS SYM COMMON NAME BOTANICAL NAME SIZE ROOT GROWN TO BE 1-2" SHADE TREES (GLASS III) 4° ABOVE FINISH GRADE. RO RED OAK OUERGUS RUBRA 2" GAL B$E3 3� : TRUNK FLARE MUST BE VISIBLE6�'. ti IN PLANTING BEDS: SHADE/STREET TREES (GLASS I I) �I� /fit+ IS , MULCH AS SPECIFIED. N MIN BRUSH AWAY FROM TRUNK. �t Q AB AUTUMN BLAZE MAPLE AGER x FREEMANI I JEFF5RED 2 GAL B$B G5 6REENSPRIE LINDEN TILIA GORDATA '6REEN5PIRE' 2" GAL B$B FERTILIZER TABS AS SPECIFIED p TT TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL B$B LY III = SNIP BASKET It Q- 5" x 5" POST SHRUBS/ORNAMENTAL 6RA55E5/PERENNIAL5 2'-O" Mr I TURN BACK BURLAP 1/3. BE BLACK EYED SUSAN RUDBEGKIA FULGIDA '60MSSTRUM' 16AL —III- I I-1 I I-I I Ir BAGKFILL W/ TOPSOIL MIX BL BLACK LAGS ELDERBERRY SAMBUGUS N16RA 'EVA' 5 6AL -III—III=III—III ,.III- GM AS 5PEG'D 4 TAMP LOOSELY WALKER'S LOW CATMINT NEPETA x FAA55ENI I 'WALKER'S LOW' I GAL — , IN 4"-6" LIFTS GR RED FLOWER CARPET ROSE ROSA 'FLOWER CARPET- NOARE' 3 GAL 2 x BALL DIA. IH IVORY HALO 006WOOD GORNU5 ALBA 'BAILHALO' 5 6AL MG MAIDEN 6RA55 M 15GANTHUS 51 NEN515 '6RAG I LL I MUS' I GAL FOOTING PER MF6 MS MERLOT 5WEET5PIRE ITEA VIR6INIGA 'MERLOT' 5 6AL JENSENBELTS NOTES: RECOMMENDATIONS ASSOCIATES I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/3 OF ALL ROOT BALLS AFTER PLANTING. IF 5YNTHETIG WRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. NOTES: 6 VINYL FENGE ALONG 4' VINYL FENGE Site Planning 3. STAKING OF TREES TO BE THE GONTRAGTOR'5 OPTION; HOWEVER, THE CONTRACTOR IS I. FENGING TO MATCH EXISTING OAKS SUBDIVISION VINYL FENGING. PROPERTY PERIMETER I$ ADJACENT TO COMMON Landscape Architecture RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN CONTRACTOR TO VERIFY STYLE TO MATCH. LAWN SIDE YARDS (TYP). X X X OPEN AREA (TYP). STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF 2. FENGE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. SEE DTL 4, THIS SHT. SEE DTL 4, THIS SHT. 1509 Tyrell Lane, Ste 130 THE I YEAR WARRANTY PERIOD. 3. 6" WIDE ROCK MULCH MOW STRIP TO BE INSTALL AT Boise, Idaho 83706 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. BASE OF FENGE 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 VAG'I' FENGE NOT TO SCALE HOT TO SCALE I.AN�5C.,AFE CeALCULATICN5 MOTES Z MULCH AS SPECIFIED. BRUSH AWAY FROM STEM. LOCATION REQUIRED PROVIDED I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH CITY OF MERIDIAN CODE. j PARK/COMMON OPEN SPAGE 38,g20 SF / 5000 = 5 TREES I I TREES — — — — 2. REFER TO THIS SHT FOR PLANT SCHEDULE, LANDSCAPE DETAILS, NOTES, I$ GALGULATIONS. O REFER TO SHT L1.3 - SPEC 5EGTION 52 CIO 00 FOR LANDSGAPE WORK 5PEGIFIGATION. TURN BACK BURLAP, TOP I/3 OF BALL. 3. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. O III— —III= KEEP GROUND LINE SAME AS NURSERY. NUMBER OF RESIDENTIAL LOTS: 20 z LINEAR FEET OF PARK STRIP: 1630 LF REFER TO SHT L1.3 - SPEC SECTION 32 84 00 - IRRIGATION PERFORMANCE SPEGIFIGATION. III=1 FERTILIZER TABS AS SPECIFIED 20 LOTS X 26 DRIVEWAY WIDTH: 520 LF 4. LOCATE AND PROTEGT ALL UTILITIES DURING GONSTRUGTION. - LINEAR FEET OF RESIDENTIAL PARK STRIPS MINUS DRIVEWAY WIDTHS: 1110 LF _ -1I ;III- III.-III PLANTING SOIL AS PER 5PEG5. 5. TREES SHALL NOT BE PLANTED WITHIN THE IO GLEAR ZONE OF ALL STORM DRAIN PIPE, 5TRUGTURE5, OR FAGILITIE5. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING V� NUMBER OF TREES REQUIRED IN RESIDENTIAL PARK STRIPS: 32 TREES THE CONSTRUCTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. Q � Z NOTE: DIG HOLE TWIGE THE SIZE OF ROOTBALL. II10 LF / 35' = 52 TREES REQUIRED 6. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSEGTIONS. NO CONIFEROUS TREES Z OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR ROW. AS TREES NUMBER OF TREES PROVIDED ON RESIDENTIAL STREETS: 32 TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET REQUIREMENTS O J FOR MAINTAINING CLEAR VISIBILITY WITHIN 40 STREET VISION TRIANGLE. Q TOTAL NUMBER OF TREES: 43 TREES 7. TREES SHALL BE PLANTED NO GL05ER THAN 50' FROM STOP SIGNS. z F- 2 SHRUB FL_ANTI N6 8. LANDSGAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED W DURING CONSTRUCTION ON THESE LOTS. TREE LOGATION5 MAY BE ALTERED TO ACCOMMODATE NOT TO SCALE DRIVEWAYS. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY J LINES. 0. q. DUE TO PLANT MATERIAL AVAILABILITY, PLANT LIST IS SUBJECT TO SUBSTITUTIONS OF SIMILAR 5PEGIE5. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT J LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED Q FROM TREES. O Z 10. THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION IS REQUIRED. U. TURF 8" MULCH PER SPEC 4I`6 1 II� II=��j (S) — Job Number 2109 ________ - - �11 I II I II I II I IIIIIIIIII-I�1- 1 1111i11I11 1 FINISH GUT EDGE TOP SOIL Drawn Checked GRADE KCS K C S Scale AS SHOWN Sheet Title PLANTER GUT BED EDGE LANDSCAPE NOT TO SCALE PLAN Sheet Number DEVELOPER COLEMAN HOMES, LLC L1m2 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 3 of 4 Sheets Issue Description Date SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00-SPRINKLER IRRIGATION (PERFORMANCE) ISSUE 1-15-21 PART 1 -GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL PLAYGROUND ADD 2-23-21 E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. 1.1 RELATED DOCUMENTS 2.1 TOPSOIL 3.1 PREPARATION -GENERAL 1.1 CONDITIONS AND REQUIREMENTS: F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). A. 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. 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 0) < 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 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. 0 E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage pp Y pp p pp y to rootballs during deliver, storage and handling. necessary for elimination of weeds. 1.7 EXTRA EQUIPMENT Pipe Size Pipe Section Pipe Size Pipe Section 0. 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: W 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". Preparation possible damage. Hand excavate, as required. Maintain grade stakes until removal is B. Soil Pre 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 1: < 0 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 plant 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 frozen. PART 2- PRODUCTS recondition to prior conditions at project completion. number of canes required by ANSI Z60.1 for type and height of shrub. of water prior to installation of flush valves at end of circuit runs. in CO 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. Q 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 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: shall be made for shrinkage. La sod with Ion edges perpendicular to rims slope. 2. Locate part-circle shrubbery heads to maintain a minimum distance of six 1. Plant or install all plant materials during normal planting seasons from 15 March to 9 Y 9 9 p p primary rY p a. Pressure lines: Schedule 40 solvent weMS. 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 unless0 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 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 M 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(1 0') 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 CO 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, 3.10 AUTOMATIC CONTROLLER 2.6 MISCELLANEOUS LANDSCAPE MATERIALS E. Water sod thoroughly with a fine spray immediately after planting. 2. Fittings: Schedule 80 PVC. J against defects including death and unsatisfactory growth, except for defects resulting from F. Sodded Lawn Establishment 3. Clamps: Stainless Steel. 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 LL 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 KCS 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. COLEMAN HOMES, LLC Llm3 2. Size: 3/4 inch. 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 4 of 4 Sheets Z O O Know what's below. J � r �ybo�o�o Call before you dig. o zCALL 2 o ADVANCE BUSBEIFORE YOU DIG,NESS DAYS IN bicPi1�yO� SAP J��2 Uj Q GRADE, OR EXCAVATE FOR THE THE OAKS NORTH SUBDIVISION NO , �d l MARKING OF UNDERGROUND a MEMBER UTILITIES oZ GENERAL CONSTRUCTION (CITY OF MERIDIANS MERIDIAN IDAHOROADWAY (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. 0D SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND THE ACHD ' NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE Z SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. DISTRICT. 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 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION X SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. Z 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 UNTIL THE SITUATION IS RESOLVED. 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 m 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. cfl 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN AND ACHD ON SITE AT ALL TIMES. 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 co 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. W. CHINDEN &VD. SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. W 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 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. BE TACKED WITH EMULSION PRIOR TO PAVING. LO 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. Z 0 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 I I I v 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 1 L I WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. LLI� ON NO. THE OAKS NORTH 1 T 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 > 4� O O 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 I IMPROVEMENTS. Ix fo O I SUBDIVISION NO. 9 -_ 41 CONCRETE; (D) PLACING OF ASPHALT PAVING. \ r _ I I I �__-T t=-- - 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 R n U) N ' 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 I I r04 l I' J __ I-I I-I-I 71 I BETWEEN BACK OF SIDEWALK OR CURB IF NO SIDEWALK AND THE LEADING EDGE OF ANY FIRE HYDRANT. U U • to ap INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED I I I �I'LL I I - I ITI I I� rl I I� 9 1 1 ( ) O O 1 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD �j V N CONSTRUCTION PLANS. I I ��7�� - INSPECTOR. /� w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. �I I I �_ ��I-I u Z v� r 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. w p 11 DEPARTMEPRIOR TO NT.GIANY DEVIATONNING LNANIOSTREETN OF TLGHT LEET IOCATIONSEFROM THIEAAPPROVEDCPLANSTOR HMUS ALL�BEAIAPPROVEDN AN C IN WRITING,CAL MFROMIT O HEHCITBUENGNNEERVISION OF THE MERIDIAN PUBLIC WORKS I 1 T n T r1� �17 T n7 7 T FI+17 T n7-7-7�7-r T�i �- i A \ � \J-�Y� m'/• 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD Z i 1L1.11LI.1LU L1_ I.ILLI I LLL �--L�, I I 1 \ JUMP CREEK DRAWINGS: (CURRENT EDITION) • Q 12. THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED BY TOPOGRAPHIC SURVEY OR AVAILABLE RECORD INFORMATION AND ARE SHOWN IN THEIR 1 I I L -I-l- I � J APPROXIMATE LOCATION FOR REFERENCE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, ELEVATION, SIZE, AND MATERIAL TYPE OF ALL EXISTING UTILITIES WITHIN THE I I L fll T rI-1 T ri7 T n rl T F17 T�_r T I� r r- -_ _�_ �� \ 111 J SUBDll9SlON NO. 3 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 IH+�I� +H �-I-I �I�+H L�-� \� J �� \�� \ \ L 1 B. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. • 3 PRESERVE EXISTING UTILITIES. I r-4 LJ 1 LU 1 LI-1 L U U L LU \ \ > \ rr> I - i ✓ I _�/� C. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. 1 (?�!7T I7rn�n7T-n� WATER (CITY OF MERIDIAN) L�1J 1 IJ 1 LU LIB 1 LIJ 11��\ �k \\\��\�� \ --i 1 / F \�1- I D. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. I Z_ o 1 l \ \ j� �F -I E. PEDESTRIAN RAMPS ISPWC SD-712A AND ACHD SUPPLEMENT TO ISPWC SD-712G. L a 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 r- '\ y , \ , \ FU] AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. I I--�� y\ �\ \� `��\ \\i��/j '� \\ 1 I I I F. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. 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. I J-, �( y< i\ \� i \�L 1 J JUMP CREEK G. STANDARD CATCH MANHOLE, ISPWC SD-611. 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 �T-T-T7 X ^^ \i ^ SUBDWSION NO. 2 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND THE OAKS NORTH l I I I I 1 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 L L / 1SU7'70N NO. 3 Q BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY WZ IDAPA 58.01.16 I ?�I I / \ �( }-� I I I I O W ( ) O I V \111 \�� \ '\ r I T I I I I �I 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 Q I \ U J-I-L L L L 1-i J I 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 BM #1�14' T T T T \il- REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE J 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). zz I ---- \ / )-T T 7 \ Q �c FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, Y �--- ---- ,' THE MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS AROUND SANITARY o 0 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 T T T T T T T I I T T T T T-1 m SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA SWALES). W I THE OAKS NORTH �� J �L L LJ J 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 i SUBDIVISION No. 2 ] J = CONCRETE COLLARS. IIn��1�-rrrrrrr� INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. -I 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. SEWERCITY OF MERIDIAN). = 1 IF I I I I I I I I I I I 11 --1 16. CONTRACTOR SHALL INSURE PEDESTRIAN FACILITIES ARE CONSTRUCTED IN COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPES SHALL NOT EXCEED ( �J I J LLLLL-1-1-1-1-1 J J) 2.0%. 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 F_I I I I 1� FI I-T-T T T 7-f IN GENERAL CONSTRUCTION NOTE NO. 1. I I 1 1 I II I I I PAVEMENT REPAIR FROM UTILITY WORK (ACHD 7TnTTl I1 11744111 4T� 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. -------- 0 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 -------_= 1.1 L L i-L L J Ll i U 1 L U 11 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 THE OAKS NORTH �I�T r�T rl�T�l 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY Q (IDAPA 58.01.16). I I SUBDIVISION NO. 1 ICI I I I I I I I I I I I I I 11�1 EQUIPMENT DURING TRENCHING OPERATIONS. Z I IIII I I I I I I I I I I I I I I I III 0 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 1 1 � U 1 LIB 1 L LI_L L u 1 L LY 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. m a- 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 � 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL N I �I-ITTnn7Tl-ITTn 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). ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. cn 1LI-iLULU1LUJ_LI111 0 w 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, --------------- _______ 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET w DRAINAGE SWALES). W. MCMILLAN ROAD +i. x COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. Q ROADWAY (ICITY OF MERIDIAN) BM #2 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR STORM DRAIN (ACHD)^ (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. VICINITY MAP PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. 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 SCALE: 1"=500' 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 POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY, AND PREVIOUSLY, APPROVED IN WRITING BY THE DISTRICT. LOCATED IN S 1/2 OF SECTION 28 TOWNSHIP 4 DRAWINGS. 4. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS NORTH, RANGE 1 WEST, B.M. 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. CLAIM FOR ADDITIONAL COMPENSATION. MERIDIAN, ADA COUNTY, IDAHO 4. ALL CATCH BASINS SHALL HAVE AONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. 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 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO ISPWC STANDARD DRAWING NO. w ACHD INSPECTION SERVICES AT 387-6284. < SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING N0. SD-604A TYPE IV, SD-609 TYPE I. N Q 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER 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 LINES. SEE SEWER NOTE NO. 12. WORK ORDER AND POSSIBLE TERMINATION. 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. Q w 8. ALL MANHOLES AND BOX STRUCTURES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 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. SURVEY CONTROL LEGEND SHEET INDEX DETAIL, DRAWING NO. SD-301. 10. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED WATER TIGHT. HORIZONTAL DATUM: NAD 83 (ADJUSTED TO THE ADA MAJOR - O 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 COUNTY H.A.R.N. SURVEY) EXISTING CONTOURS 1 OF 22 C1.1 COVER SHEET 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. _ 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 MINOR ----- 2 OF 14 C1.2 EXISTING CONDITIONS AND SITE DEMOLITION PLAN Q FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). VERTICAL DATUM: NAD 88 3 OF 22 C2.1 OVERALL GRADING PLAN C) MAJOR 4 OF 22 C3.1 STREET PLAN AND PROFILE - N. SUGAR MAPLE WAY EARTHWORK 12. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. BM 1 PROPOSED CONTOURS 5 OF 22 C3.2 STREET PLAN AND PROFILE - W. GREEN OAK DR PRESSURIZED IRRIGATION (CITY OF MERIDIANS MINOR 6 OF 22 C3.3 STREET PLAN AND PROFILE - N. BLACK WALNUT WAY ELEVATION = 2529.26 N: 724506.8 1. EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ISPWC AND THE RECOMMENDATIONS PROVIDED IN THE � 7 OF 22 C3.8 DRAINAGE DETAILS z 5/8" REBAR PLS7729 E: 2433987.9 8 OF 22 C4.1 OVERALL UTILITY PLAN GEOTHECHNICAL ENGINEERING REPORT FOR OAKS NORTH SUBDIVISION PREPARED BY MATERIALS TESTING AND INSPECTION, DATED 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. +2532.35 FG ELEVATION 9 OF 22 C4.2 SEWER AND WATER PLAN AND PROFILE - N. SUGAR MAPLE WAY JULY 20, 2018. O 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE BM 2 a•w PROPOSED 8" WATER MAIN 10 OF 22 C4.3 SEWER AND WATER PLAN AND PROFILE - W. GREEN OAK DR 0) U APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ELEVATION = 2543.36 N: 72313.07 11 OF 22 C4.4 SEWER AND WATER PLAN AND PROFILE - N. BLACK WALNUT WAY 2. CONTRACTOR IS RESPONSIBLE FOR DUST, EROSION, AND SEDIMENT CONTROL DURING CONSTRUCTION. " PROPOSED WATER SERVICE LINE 12 OF 14 C5.1 PRESSURE BRASS CAP E: 2438785.1 13 OF 14 C6.1 STREET LIGHTING IG TI IRRIGATION PLAN 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 (HORIZONTAL:VERTICAL) UNLESS OTHERWISE SHOWN ON THESE PLANS. ~ C) PRESSURE IRRIGATION r+ PROPOSED SINGLE WATER SERVICE 14 OF 14 C6.1 STREET SIGNAGE LJ Of O Q ,r 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF ABBREVIATIONS PROPOSED DOUBLE WATER SERVICE LiJ 0 z 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 CB CATCH BASIN • PROPOSED FIRE HYDRANT = z Q CROSSINGS PRIOR TO BACKFILLING. C) CL CENTER LINE ►� PROPOSED WATER VALVE ROADWAYS SEWER & WATER (� Z - 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF EG EXISTING GROUND B PROPOSED WATER BLOW OFF ADA COUNTY HIGHWAY DISTRICT CITY OF MERIDIAN O W LLJ 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 FG FINISH GRADE ae•ss PROPOSED SANITARY SEWER MAIN SUITE31 NORTH ORCHARD STREET, 33 EAST BROADWAYB AVENUE ��E IDIAN APPROVED FOR Y 5E SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) GB GRADE BREAK (- IOAHa L i AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ss PROPOSED SANITARY SEWER SERVICE LINE BOISE, IDAHO 83706 PHONE: (208) 887-2211 �� CONSTRUCTION O > GI GRAVITY IRRIGATION ® PROPOSED 48" SANITARY SEWER MANHOLE PHONE: (208) 387-6100 THESE PLANS AND/OR SPECIFICATIONS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERIDIAN > - 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 GWE GROUND WATER ELEVATION NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING HP HIGH POINT ® PROPOSED SANITARY SEWER CLEANOUT CITY STANDARDS AND SPECIFICATIONS. THIS REVIEW DOES NOT RELIEVE THE OWNER, U w ENGINEER, OF CONTRACTOR OF THE RESPONSIBILITY TO DESIGN AND/OR CONSTRUCT THOSE 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 4w1 awl PROPOSED 4" PRESSURE IRRIGATION LINE ENGINEER DEVELOPER FACILITIES IN COMPLIANCE WITH ALL CURRENT APPLICABLE FEDERAL, STATE AND LOCAL LAWS, THE WASTEWATER RULES (IDAPA 58.01.16). IRR IRRIGATION s•PI awl PROPOSED 6" PRESSURE IRRIGATION LINE ESE CONSULTANTS, INC. TOLL SOUTHWEST LLC RULES, REGULATIONS, ORDINANCES, DEVELOPMENT AGREEMENTS, SPECIFICATIONS, ORDERS OF IDAHO STANDARDS FOR PUBLIC APPROVALS, ALL OF WHICH THE CITY RETAINS THE RIGHT TO ENFORCE. INCONSISTENCIES NOT 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 ISPWC JUSTIN BOZOVICH, P.E. ADAM CAPELL NOTED BY CITY STAFF SHALL NOT BE CONSTRUED AS APPROVED UNLESS SPECIFICALLY WORKS CONSTRUCTION 4..P 4,.P EXISTING 4" PRESSURE IRRIGATION LINE 3103 W. SHERYL DRIVE, SUITE 100 3103 W. SHERYL DRIVE, SUITE 100 ADDRESSED IN WRITING BY THE CITY. ANY PROPOSED REVISION TO THESE PLANS MUST BE Z 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 MAX MAXIMUM 8"PI 8 PI EXISTING 8" PRESSURE IRRIGATION LINE MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 SUBMITTED FOR REVIEW AND COMPLIANCE WITH THE MERIDIAN CITY STANDARDS AND OF THE PIPE. MIN MINIMUM SPECIFICATIONS BEFORE SAID REVISION IS CONSTRUCTED. PROPOSED PRESSURE IRRIGATION SERVICE jbozovich®eseconsultants.com acapell@tollbrothers.com 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. PC POINT OF CURVE PROPOSED PRESSURE IRRIGATION VALVE PHONE: (208) 955-6555 PHONE: (208) 424-0020 NAME DATE OCT N 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO PCC POINT OF COMPOUND CURVE EXISTING PRESSURE IRRIGATION SERVICE POWER IRRIGATION DISTRICT U BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. PIRR/PI PRESSURIZED IRRIGATION I EXISTING PRESSURE IRRIGATION VALVE IDAHO POWER CO. CREASON LATERAL ASSOCIATION PLANS ARE ACCEPTED FOR L 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 PT POINT OF TANGENCY 36"GI EXISTING 36" GRAVITY IRRIGATION LINE VIC STEELMAN 8478 W. MCMILLAN ROAD PUBLIC STREET CONSTRUCTION SD STORM DRAIN 1221 W. IDAHO STREET MERIDIAN, IDAHO 83646 FROM THE CONTROLLER LOCATION TO EACH COMMON LOT SERVICE LOCATION. PROVIDE A 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT VALVE BOX. INSTALL 3o"GI EXISTING 30" GRAVITY IRRIGATION LINE BY STAMPING AND SIGNING THE IMPROVEMENT PLANS, THE REGISTERED ENGINEER ENSURES BOISECONTROL CABLE THROUGH A DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH WATERPROOF CONNECTORS. SS SANITARY SEWER PHONE: IDAHO(20 83702 THE DISTRICT THAT THE PLANS CONFORM TO ALL DISTRICT POLICIES AND STANDARDS. is�cl EXISTING 15" GRAVITY IRRIGATION LINE PHONE: (208) 388-2323 VARIANCES OR WAIVERS MUST BE SPECIFICALLY AND PREVIOUSLY APPROVED BY THE DISTRICT DATE: SCALE: COORDINATE THE 2-WIRE CONTROL CABLE INSTALLATION WITH THE DEVELOPER. SDMH STORM DRAIN MANHOLE EXISTING 60" GRAVITY IRRIGATION MANHOLE IN WRITING. ACCEPTANCE OF THE IMPROVEMENT PLANS BY THE DISTRICT DOES NOT RELIEVE 11/24/20il 1" = 30' THE REGISTERED ENGINEER OF THESE RESPONSIBILITIES. 8. THE ENGINEER OF RECORD SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH SSMH SANITARY SEWER MANHOLE EXISTING 4'X4' GRAVITY IRRIGATION BOX DESIGN: ]DRAWN: THE APPLICABLE IRRIGATION DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. STA STATION PROPOSED STREET LIGHT PRESSURE IRRIGATION NAME DATE JB KL/DR 9. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED FIFTY (150) POUNDS PER SQUARE INCH (PSI) WITH ALLOWABLE LOSSES IN ACCORDANCE WITH THE ISPWC. TVC TOP VERTICAL CURB + PROPOSED SIGN THE OAKS NORTH HOA ADA COUNTY HIGHWAY DISTRICT (JOB NO.: FILE NAME: TRC TOP ROLLED CURB 3103 W. SHERYL DRIVE M°F�.�" 4468 4468-S-TITLE-PHO9 10. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTERS, OR SIDEWALKS. VOL VOLUME SL# 53909C PROPOSED STREET LIGHT NUMBER MERIDIAN, IDAHO 83642 THE ENGINEER of RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL PHONE: (208) 424-0020 CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF ❑ ❑� REF. C 1 .1 11. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED BY THE OAKS NORTH SUBDIVISION HOMEOWNERS ASSOCIATION. W WATER PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS N ` NO.: WSE WATER SURFACE ELEVATION OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE SHEET 1 14 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 NO.: OF �i O — F P U N Of 0 �� 0y 7p LLJ U �p by i5 C) J u- CO Z �pdd � JJ i Q CL - O z KEYNOTES 01 J O1 EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. I � Z O2 PROTECT IN PLACE, PRESSURE IRRIGATION PIPE AND VALVES W x O3 PROTECT IN PLACE, WATER SERVICE CONNECTION. Z ® PROTECT IN PLACE EXISTING WATER MAIN AND VALVES. 0 CN O5 REMOVE TEMPORARY STORM POND. FILL AND COMPACT IN ACCORDANCE WITH M GEOTECHNICAL REPORT RECOMMENDATIONS. Q Z co © PROTECT IN PLACE EXISTING SEWER MAIN. LV 0 O7 REMOVE EXISTING SIGNAGE I ® REMOVE EXISTING PAVEMENT Z N U � O9 EXISTING IRRIGATION DITCH TO BE PIPED UNDER A SEPARATE PERMIT W 41 OO co O N cn 0 NOT A PART v h 00 0 O Z W N Z � .i I:-: Z LLI O + d � II 9 NOT A PART J _ t7 0 / \ T Z PLq ri W Lu Z vU Z nnn Z I 9 �1��=`T0a u Z �I IILu IZ /2531/ 1 - J _ —2532— O / m ~ I / U) d ) - Zw w / —2532— N Ld o N Q NOT A PART 7 / O - - - - 8 I / FUTURE o PHASE 7 Q 3: 8 0 5 / F / Q Q 5 O z 0 � I 2 7 6 4 7 Z Q 5 — — — — / / � Q 0 2Ld vw I 6 5 I / Y j^ :2_ 7 4 7 - - - - / Q ~ Q V—J F U J Q > � U / / UQ Om b- 1 - - - - / co = mom — - - - - - - - o / / Z O /253 v, LLJ z _ N S — / 0 W - 6, ar- \ / I I o / / 00 dol dol TeE o >- \ Lw 00 - I w / (n II I �- — i EXISTING OAKS 0 NORTH SUBDIVISION � II � j �: O / N Q / DATE: SCALE: 0 2 O I f(�_ NO. 6 N 11/30/2020 AS NOTED 00 . �� — ® DESIGN: DRAWN: JEB DR/KL zo I - t JOB NO.: FILE NAME: o ��;\ �_ FEET 4468 4468-S-DEMO-PHO REF. NO.: C1 .2 j o GRAPHIC SCALE j SHEET 1 inch = 50 ft. Horizontal NO.: 2 OF 14 ) Z. R/W z �, 0 Of 8' I 5' 20' PAD DEPTH VARIES z LANDSCAPE SIDEWALK TRANSITION FROM BACK o = 0y O 1' OF SIDEWALK TO PAD �P�1 I 3•� P\L P\L -- ti� 6p m SLOPE VARIES �y� PAD 1 I PAD WIDTH VARIES 1' I o O �� W z 1.75% /�i�i ��i��i��i�� 2% �_ - /�/ / T // / / w cf� SAP �_ 0 PAD o �� Q Q �d PAD �P�. 0 I PAD 2:1 (MAX) I z - I I PAD GRADING n n Q CROSS SECTION v U N TS Z W Z l I � a z co W 0 NOT A PART I 1 I LU C o o C o 0 75 N II I NOT A PART u 1 N 0 o z W _ _ _ I • Z >+ o ° P/ 532 �� I a (n 3 o JI Z M Lu 1n3 BLOCK 28 _ ZW I PAD= 532.2 Z I I I PAD--❑2532.2 / �� _ ❑ W (2530.�4) PA 15 33.6 PAD=2534.5 I \ < N J VN r I M \ 'PAD=2532.5 � 2534. 2535.77 \ / O AK pR I ❑ / 2533 __ (2531.4 ) PAD=253!� / \ z I I 0 - - - - 2532.9 - - I f f 11 �533. 533.91 - - - - - 2535.17 \ Z PAD= Ld o I PAD=2532.9 c� (2531.7 ) - - J 2.89 I \ \ r - - - - - IN 13 I ❑ I \ PAD=-2534.4 I - _ _ N / BLOCK 28 I 532.97r - - - - - I I I PAD=-2534.4 PAD=2533.3 2534. ! - - - - - - - - - N 0 T PART I I PAD==2❑533.4 I I F� �534.33 I 2534.36 - _ - - - 2535.62 N Ld _ _ 4533.32 BLOCK 26 o (2532.1 ) - - - - - # C0 14 0 L __ N I PAD=2534.8 I I ❑ 2533.3 - - - - - I I I 3 II I I I FUTURE Q � PAD=2534.8 I PHASE N L - PAD=2533.7 _ I I - - 2534.75 O 11�T) I I �-= I ❑9 I - - - - - Q 2 5 3 4.8� � - - PAD=2533.8 # _ 2536.07 Q I I I I - I J II 15 # 2533.8 - - _ - - J � PAID -2535.1 I I I I - - - - - O N I I" I 4 I Z � IT- ❑ I BLOCK 29 _ - - - - - J I II I o PAD-2534.1 I ® I �2536.43 '-= I I I _ _ i I I �/ O Q I I I f f I PAD=2534.3 - J / O 7 L 00 2533.�q I L ( - - J I -Ap 2534.1 a � I Q N O Lis � - - - - - J � EARTHWORK QUANTITIES O z I ' EARTHWORK QUANTITIES ARE BASED ON NEAT LINE CUT/FILL Q m ss�s L - - - _ AREA AND DO NOT INCLUDE SHRINKAGE OR BULKING FACTORS w < \� - _ - z / I \ / CUT: 356 CY w = 36"L-_- o la / I I / FILL: 8,355 CY o \� _ _ _ - - P� - - - ° \ / NET: 7,998 CY (FILL) (D V) - �` z Ld I _ -� - \i N co _00 DATE: SCALE: 11/24/20 1" = in' I> G o EXISTING OAKS NORTH a \ DESIGN: DRAWN: SUBDIVISION NO. 6 _ N \ JOB NO.: FILE NAME: � III EXISTING OAKS NORTH \�� \ FEET 4468 FILE RADING-PHO 8°W 8„W 8 W $ss ` 1 g'W i ess I / SUBDIVISION NO. 6 \ \ \ \ / 30 0 15 30 60 _ _ s�11 $„ss 0 1 \ �\ s REF. C2.1 LLJ �� / I- 1 �: �� \J��\` 5 ro \ GRAPHIC SCALE SHEET z 1 inch = 30 ft. Horizontal NO.. 3 of 14 z � F- v U N J I _ Cf) ti0 0 W Ld Z _ p o Q u- m Z >- 6'PI — � 6"PI 6"PI 6 PI 6,.P� f lP �� P = w /� \ - - 6„Pi - - - — — - a2 W. �REENOK s�yo 5� �,�� a A DR Q a a CL I ~ I2-1< I 3 I J < I I \ Q m Z EXISTING OAKS 1 z — Lu NORTH SUBDIVISION 1 Z N0.6I � � -- -- ® �MV'~ I \ co o EXISTING THE OAKS a W o NORTH PHASE 6 viaU W SNpW CURRANT ST c O LLI �mN CNN � � 11 �`P t�,G' `M,�Np\RS /^\ > moo O C-3 N V h N I "N N 7 N, 06 SHEET INDEX o O w CN . . . ;Z _ 8"SS < $,. S < — $1�i-00 I SS.,8 5�+00 5S• 2533 \ 1��,� / / // Z w � ~ KEYNOTES Q �' _ \ ti5�1 k // — � + 1 13+00 / J � N SUGAR MAPLE WAY. - w + / a N 8 W 8 W 8"W 3 N. SUGAR MAPLE WAY \ 1 3" ROLLED CURB AND GUTTER PER ISPWC SD 702 (ACHD SUPPLEMENT). 2533.94 RC 1 // 5 O • - - � 10+10.00 — �'>� v / O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). OM 4 3 MATCH EXISTING CURB, GUTTER, AND SIDEWALK. W ZSAWCUT EXISTING ASPHALT PAVEMENT 2' INSIDE EXISTING EDGE PER ISPWC W ti �^ SD-303 (ACHD SUPPLEMENT), MATCH EXISTING. \ W � 2 Z o + + N / \ma's k \ O STORMWATER FACILITY PER SHEET 3.4 IIInIII IIII IIII (; \ I \ •^- N N N M N I W � I I J Z Z 2531.8 \ ® 2 RC I ❑9 10 11 ti5 j1. 14+33 68\ i1 II I I g999�yG I N 2531.69 RC II I I /�1�y�16e I 1a+60.0;, I - - Q tZ Z � 0 m � r U U w Z p W 3 U Q PLAN VIEW — N. SUGAR MAPLE WAY vvvM M M M C� O O O I N N C�f1 N N N 2540 Z CV CV N W II II II w ^ Z z z p � O-.c' O LO M Oo ^O » > > >-G � M ILA N N E N CV CV }+ N + N II > vN cn N Z % N N ^ WCn W W u N�aad � C" CO Dcj m a � PROPOSED GROUND N � "' \ N 2535 AT CENTERLINE c M z O Q c N c.� » > Q W - - - - - - -0.50% I cl� o � N CnM N cnW F � 55 as Ln O o EXISTING GROUND - - - - - + _ - - - - - - - - - -w — — — — _ PER OAKS NORTH 6 — - - - - - - - - - - - - - - - - - - - - - - - - p — — — — — — — — — — — — — — - - — — — — — — — — — — — — — 0 — — — — — 2530 -= I W C Z EXISTING GROUND I O O o AT CENTERLINE U w + 2 ' �0 78 L.F. 12" ADS HIP O Q — ® 0.50% — — — — — Z Q - - — — — — — — — — <C z 2525 -= I z V) O w Ld Q Q EXISTING GROUND I Q (,n WATER ELEVATION O w Q m Q I w Wm w Q 2520 -= Q I N Z i N U z w _z I w Q J Lu Z CD 00 0 c0 U = U) N � I Lv (/1 0 z z w FEET 0 3 0 1.5 3 6 DATE: SCALE: 2515 -_ 11/24/20 1" = 30' C° ^ ^ ^ ^ ^ ^ GRAPHIC SCALE DESIGN: DRAWN: It o o o o i M M 1 inch = 3 ft. Vertical "i N N N N N N C4 N N N JOB NO.: L4468-s-PRnF-PHnQ ILE NAME: w 30 0 F 15T 30 60 4468 i 10+00 11+00 12+00 13+00 14+00 15+00 REF. w NO.: ■ o GRAPHIC SCALE _j cl� PROFILE VIEW — N. SUGAR MAPLE WAY 1 inch = 30 ft. Horizontal NO.: 4 OF 14 i Z j O � P U N _ z 0 0 Ld �F� yJ ;�-A > <v O O w AZ Z \ I I I I ® C32 o � SAP '� W. cRE a \ I BLOCK 28 I \ / o � N OAK OR yO�d I ,J� Oui z \\ 12 13 14 I a_ � � ' 2-1< I I 3 I J - ` V 2534.23 RC — — — — / Q I Q 13+73.30 / C.D U \\ 5 — / N m Lu \ 22 2534.13 RC N �0 13+54.63 / L — O N \ J t vi r X rn Cfl \ � M � � MMry� \ M M I M S N a Z W / N N ^ N R2 I / EXISTING THE OAKS W o 4 / NORTH PHASE 6 CF c - - 2533.55 FL 7 MgTC R583.5' / CURRANT Z i ^I/ 2533.42 FL W SNOW O yz/, \ / 16+ 7.96 I / / 5� W a O FFSyF�FsTq �SX,A / 5 15+00 47' 33' 16+00 1 I— — / G \ m O M NP\R FTC3 �3'`6S OAK DR o - w 2g 2533.41 FL / N X 32 ?s33 4$ 25 �1b4b FL I — �J��J«</// i 2533.50 FL' 3 2533.46 FL SHEET INDEX • O 0 ❑ / / R616.5' 16+26.80 4 11 / 2533.45 FL KEYNOTES 11 �ti _ _ 15+68 52 _2533.10 RC �s — _ N.T.S. Z (n ; N H �} N —2532.71 RC 16x�L��G 2533.51 FL i 2533.68 R10 O1 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). Z w 12+72.02 12+62. 2/ 23S1 ;SS, 12 .89 RC 2533.71 RC Z 2533 i O2 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). • �7x P RXS99�c — 2 — — 12+64.78 12+56.05 J -C 2533.57 RC / O TYPE 'G' PEDESTRIAN RAMP PER ISPWC SD-712G (ACHD SUPPLEMENT) WITH a N �tix616$�C TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). • 3 / L53�69 q�' BLOCK 26 ® TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH p 13+4548 1 1 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). O5 STORMWATER FACILITY PER SHEET 3.4 lu PLAN VIEW — W. GREEN OAK DR u, z J� z W � Q 0 0 z z z 0 L0 04 rn _ 04 N I � rn II C14 t � � N > m O C14 to N N N W O C14 5: 5: UN !") cV + N � FaZ (N Z Q II w a :N O' II II CO (n F -- 2535 o g Q (N w V) N - - S S a d I 1.0U% — — — — — — — — — — — — — I 72 L.F. 12" ADS HP ® 0.50% Q -- 2530 _ PROPOSED GROUND N w o� AT pS HP a, Q � � 134 �•F• 12" C o p 1.60% N � 78 L.F. 12" ADS HP 6 ® 0.50% Li 0 I -- 2525 Q C I EXISTING GROUND AT CENTERLINE LLJ Z o I0 L o = Cy)CD - 2520 0 Of O Q O Z 130 z z Z Q EXISTING GROUND Q w z 0 WATER ELEVATION V) O tY Q Y � � 3: 0 � � CD 0 m Q - 2515 L J LIJ m z w � wC-4 c) CC I N N N N N z w z N � I 14+00 15+00 16+00 17+00 + 00 C N cf) m PROFILE VIEW — W. GREEN OAK DR w LJJ C/) z w z w � = I U) FEET o Q w 3 0 1.5 3 6 DATE: SCALE: 1 2 1 1 1 11/24/20 ill = 30' 10 I GRAPHIC SCALE DESIGN: DRAWN: i 1 inch = 3 ft. Vertical FEET JOB NO.: L4468-s-PROF-PHO91 ILE NAME: 30 0 15 30 60 4468 i w (REF. C3.2 _j GRAPHIC SCALE No.: 0 i 1 inch = 30 ft. Horizontal SHEET NO.: 5 OF 14 Z � _ O � v U N I �� tiJ C/) �,� 7 I o �� O r- O/Y pt� 5 Ld C3 o Q p u- m z - o • C) AZ Z �s SAP z W W. GREEN pAK DR 0 �� a - yOd' JJ IL Q r 3 3 O r zOF < I � < I J � Y I H U N J z I I I I \ I IIII .1L — I I c> co (10 \ IM+ ti o I I II a W Z \ ► III EXISTING THE OAKS 0 N I NORTH PHASE 6 all 4 W, SNOW CURRANS U } s Z O SN Lu o N04 N42533.51 RC-2533.41 FL 16+42.71 �G � ++2 \ 2533.42 FL 4 .X�� b . t. 2 OB� Ni� I �0 20.0' ry KEYNOTES SHEET INDEX ;' o+0 2533.41 FL N Zs� I N 200, 2533.55 FL I Ol 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT). N.T.S. Z � i 0 N � I 2533.50 FL Q 0 5' WIDE CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT). Z w o 2533.51 FL J I • _ s O TYPE 'G' PEDESTRIAN RAMP PER ISPWC SD-712G (ACHD SUPPLEMENT) WITH Q �I m cn � 1 v - - 14+00 1 s�a TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). J W ALnI — _WSJ Iv _ - O TYPE 'H1' PEDESTRIAN RAMP PER ISPWC SD-712H (ACHD SUPPLEMENT) WITH 3 4 N BLACK or I 4 TACTILE WARNING SURFACE PER ISPWC SD-712 (ACHD SUPPLEMENT). ~ z534 M _ 1 SS, 11+00. — R483.5' -- � M„8 I — — _ _ Z [LFU] Fe �Lr) a„\10+00 i o.5. - — _ — - - _ - _ - W LLI I M,.B — 2533.46 FL I I (J / ) I Z LO U M U I I I I 2533.45 FL ` :2 2 n U 8"W � � I +M + 4 _ — + � M Z $rrW .— + N N N N N N l / �.�. W cq!2 p U + N EMI1 1 I Y �`° i N / ❑5 1 1 0 0 I BLOCK 26 \ II � II I III I I PLAN VIEW — N. SUGAR MAPLE WAY 2545 - — 2545 z Q 4, Z ro 0 oRco � m N IZ � L0 N N N II r U II II (> W z z O Z p Q LLJ r r » > 0 2540 o o o0 2540 LO M M M d + N + N (n co � F3 o II o II O ^to N N N rn of L II II N =� (n W N N N WW oo � W H J awSS SS II Cq WLu Q m m a a a � II N c r) ? o PROPOSED GROUND S S o ¢ a c: Ld N z z AT CENTERLINE a s N N W = II ~ O N Q 2535 - - - - - - -0.47% 2535 o 0.49% a w EXISTING GROUND N PER OAKS NORTH 6 - - - - - - - - - - - - - - - - - - O - - - - - - - - - - - - - - - - - - - - - - - - Q 0 38 L.F. 12" ADS HP ~ 0 2530 ® 0.50% 2530 z o EXISTING GROUND W a WATER ELEVATION EXISTING GROUND O o AT CENTERLINE l 1-j- Q 0 U • o — OfOQ ZZQ Q Q ZQ 2525 2525 V) O � LLJ Q Y � � Q Ld Q 1-- m W m LW _ Ld z 2520 -; 2520 Ld z z o to CD0 0 N � N N N N i N N 0(5 o N U L,_1 0 10+00 11+00 12+00 13+00 14+00 15+00 C/) z u� — FEET PROFILE VIEW — N. SUGAR MAPLE WAY 3 1.5 3 6 DATE: SCALE: 11/24/20 1" = 30' 00 GRAPHIC SCALE DESIGN: DRAWN: 1 inch = 3 ft. Vertical FEET JOB NO.: L-S-PROF-PD09 E NAME: 0 30 0 15 30 60 4468 i GRAPHIC SCALE NO.: C3.3 _j w 1 inch = 30 ft. Horizontal NO.: 6 OF 14 ) z Z � O - _ DRAINAGE KEYNOTES D N CONSTRUCT INLET CATCH BASIN TYPE IV PER ACHD SUPPLEMENT TO ISPWC SD-604A. Cn z w CONSTRUCT 48"0 STANDARD CATCH MANHOLE PER ACHD SUPPLEMENT TO ISPWC SD-611. J� �O oy6p �0(If w of CONSTRUCT GROUNDWATER OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. o - �0 4i Z CONSTRUCT VERTICAL SAND FILTER "A" PER ACHD BMP 21 AND DETAIL 1, SHEET C3.9. �� SAP DESIGN INFILTRATION RATE: 1.0 IN/HR. a FINISH GRADE ELEVATION: 2532.0 � d , _ TOP OF BED ELEVATION: 2530.82 Q \ BOTTOM OF BED ELEVATION: 2525.82 0 GROUNDWATER ELEVATION: 17025.14 z DEPTH: 5' \ 164 L.F. 18" SDR 35 CHAMBER 1 WIDTH: 6.5' J \ CHAMBER 2 WIDTH: 24' INDQ \ 0.00% (PERFORATED) 1 Vioo: 8,580 CF Z Lu 1,000 GALLON SAND AND GREASE TRAP PER ISPWC SD-624 WITH 20" BAFFLE SPACING N _ cfl \\ D4 Q Z co \ � W O u W u � O 1 41OO c0 0 164 L.F. 12" SDR 35 \\ SDMH A6 13 1 D2 +� 0.00% (PERFORATED) \ STA. ??? \ RIM=2532.32 V \ I 12" INV. IN=2526.55 (SE) I w O \ 1 12" INV. OUT=2526.55 (NE) I Z V) LLJ C) \ 10 L.F. 18" SDR 35 14 / / - / O Z i \ 0.00% I Q N I t \\ I SDMH CB A4 D1 / I a N \ STA. 14+59.93 I I \�J/ • 3 \ S&G TRAP D5 RIM=2531.42 O \ 51 RIM=2530.29 - - - -12" INV. OUT=2527.12 (S) I + I Z M 12" INV. IN=2526.49 (SW) J \ 12" INV. OUT=2525.74 (NW) \ OUTLET BAFFLE ELEV.=252541- SDMH A4 D2 �5, \ STA. 14+59.96 n Z 10 L.F. 12" ADS HP ® 1 RIM=2531.74 U 0.50% I 12" INV. IN=2527.03 (E) 1 ' I � � I 12" INV. IN=2527.03 (S) Z W 12" INV. IN=2527.03 (N) 1 �- 10 L.F. 12" SDR 35 _ _ 12" INV. OUT=2527.03 (W) I 3 0.00% / ~ D 90° I I J I I J Z � Q \ Q �\ 12' '/ 136 15 L.F. 12" C-900 ® U 11 D 0.51% m _ 78 L.F. 12" I Z ADS HP 1 �qk ® 0.50q � D2 SDMH A5 STA. 13+87.9590• 2532 M� RIM=2532.12 / 11 L.F. 12" C-900 ® O - 12" INV. IN=2526.62 (E) 6.51% 15+00 l7! 12" INV. OUT=2526.62 (NW) � 90 r_ _ GREEN OAK DR Q / tZ ZO 134 L.F. 12»ADS HP a X 09, 174° I SDMH A2 D2 Cn 0 16+°0 STA. 13+04.08 w D3 RIM=2533.89 w O 12" INV. IN=2529.62 (S) Q 72 L.F. 12" ADS HP (� 0.50 I 16+77.96 12" INV. OUT=2529.62 (W) / / r 38 L.F. 12" ADS HP ® 96" + / 3 D1 SDMH CB A3 _ 0.50% STA. 14+60.01 uj RIM=2531.42 _ _ - - + _ VERTICAL SAND FILTER NOTES CL 12" INV. OUT=2527.92 (N) 1. NO TREES SHALL BE PLANTED ABOVE THE VERTICAL SAND FILTER 2. SEASONAL HIGH GROUNDWATER ELEVATIONS PER GROUNDWATER MONITORING Q I LETTER PREPARED BY MTI, DATED OCTOBER 31, 2019. M 10 L.F. 12" C-900 ® N N _ _ 0.67% / 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS \ w o ENCOUNTERED AT ELEVATIONS HIGHER THAN SHOWN ON THE PLANS. N Q 10 Z I SDMH A3 _ _ / 4. ACHD REQUIRES THAT ELECTRONIC MARKERS TO BE INSTALLED AT THE \ v I I STA. 15+97.66 _ CORNERS OF ALL UNDERGROUND INFILTRATION FACILITIES. CONTRACTOR TO 0 02 RIM=2533.09 googp COORDINATE WITH ACHD INSPECTOR REGARDING PLACEMENT OF MARKERS > a r+, 12" INV. IN=2529.24 (E) D1 SDMH CB Al DURING CONSTRUCTION AND PRIOR TO BACKFILLLING. 12" INV. OUT=2529.24 (W) STA. 12+61.81 D - - 5. REFER TO ACHD STANDARD DRAWING BMP-21 FOR VERTICAL SAND FILTER RIM=2533.42 DETAILS AND SPECIFICATIONS. j 11 12" INV. OUT=2529.92 (E) / SDMH CB A2 @ 6. PVC LINER TO BE WRAPPED AROUND THE BOTTOM AND THREE EXTERIOR SIDES / STA. 12+62.20 OF THE ROCK IN CHAMBER 1. PVC LINER SHALL BE CONTINUOUS WITH FACTORY SDMH Al O o RIM=2533.42 SEALED SEAMS, OR PROVIDE 1' OVERLAP AT THE SEAMS. LINER SHALL BE 30 = STA. 12+61.93 12" INV. OUT=2529.92 (W) MIL MIN. PVC GEOMEMBRANE. Q RIM=2533.73 / I D27. WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE TWO INTERIOR SIDES OF - c 12" INV. IN=2529.83 (E)' 15 L.F. 12" C-900 @_j THE FILTER SAND WITH 1' OVERLAP PROVIDED AT ALL SEAMS. o I 12" INV. IN=2529.83 (W) 0.50% 8. ENCLOSE TOP AND THREE EXTERIOR SIDES OF CHAMBER 2 AND TOP OF 12" INV. OUT=2529.83 (N) I I z CHAMBER 1 WITH NON-WOVEN GEOTEXTILE FABRIC. PROVIDE 1' OVERLAP AT ALL SEEPAGE BED A SEAMS. o A 18" 4 ADS HP PIPE O SCALE: 1 = 20 18" 0 ADS HP PIPE r (TOP HALF PERFORATED) PVC LINER _ O z (NO PERFORATIONS) Q Q o r LENGTHQf J" CRUSHED HIGH FLOW BYPASS OBSERVATIONTER WELL Q O Q Cf) zI I z ROCK CHIPS 12" 0 ADS HP PIPE 0 z _ (PERFORATED) L i Z Q � 0 1 w FILTER FABRIC o U o 2-YR STORM FLOW 1 -.o ASTM C-33 - 't w w �`' 4s'" _�' FILTER SAND z Y c=a Y _ _ _ __ _ FINISH GRADE ELEVATION V) 0 m � I I I I I I� - I1=1I1 1I I1=1I1=1I - - LLJQ ASTM C-33 = _ _ _ _ - li- -II III IJ ' MIN. Lu 4TROW I - - - - - - 1ll= = LIJ n w w FILTER SAND h s• �? 11 - _I 11= =_ TOP OF BED ELEVATION Y � � WOVEN GEOTEXTILE WOVEN GEOTEXTILE \\/ 0 ^ J J_ h FABRIC Q FABRIC = 12" 0 ADS HP PIPE a z Q m 2' 5' 1' 7' 16.5' 16.5' 7' 1' 5' 2' 4S, (NO PERFORATIONS) o - Q q5 N 2-YR STORM FLOW Q = Cif= 18" 0 ADS HP PIPE HIGH FLOW BYPASS -0-0-0-0-0-0-0-0-0-0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 1' (TOP HALF PERFORATED) 1% 2' 14.5' 14.5' 2' Q SECTION 12" PIPE BOTTOM OF BED ELEVATION 0 , J V^ m 0 "0.5' 0.5' PERFORATION DETAIL CRUSHED Y_' GROUNDWATER ELEVATION c� I I N.T.S. " CRUSHED 5' PVC LINER ROCK CHIPS Z w ROCK CHIPS 1.75% 1.75% 2 0%- �- SECTION A-A ~ 12" 4 ADS HP PIPEj OCT q5 4S•- (PERFORATED) PLAN AI N FILTER FABRIC PLAN A 0 W 1 C/) CONCRETE SIDEWALK 2.5" ASPHALTIC PAVEMENT SP-3, 1/2" MIX PG 58-28 3" ROLLED CURB AND GUTTER �h s, N.T.S. 4" OF 3/4" MINUS CRUSHED GRAVEL O 14" OF 6" MINUS PIT RUN DATE: SCALE: COMPACTED SUBGRADE TO 95% OF MAX. DRY DENSITY, PER ASTM D 698 1/29/2021 AS SHOWN_j co Q00 DESIGN: DRAWN: j JEB KL/DR LOCAL ROADWAY - 47' RIGHT-OF-WAY 20 0 F10T 20 40 JOB NO.: FILE NAME: o PIPE N 4468 468-S-DRAIN-PH09 SECTION 18" PERFORATION DETAIL N.T.S. REF. C 3■ A w N.T.S. GRAPHIC SCALE No.: �F o PAVEMENT SECTION DESIGN PER ADDENDUM NO. 2 TO THE 1 inch = 20 ft. Horizontal Q` GEOTECHNICAL REPORT PREPARED BY MATERIAL TESTING AND SHEET i INSPECTION, DATED FEBRUARY 8, 2019. OF 14 z Z O_ � N U _ R o 7 � �� O r-�- Oyb pt� J O LLJ O w O Q L' m Of Z O v w `niP SqP `_ Ld 0 `'>v, Q I 0 i I z I I J I I \ Q Z '0 'ro Toe CN B pl � O d01 — — DE — CO I — — Q Z co i 6'•p, � I TO — I W � 6p/ E�_ - - TAP • � s.,pI _ — � � ICop V � i 6"pi��y, T�,SMH 9.07 I Z J a) I 0 s w l a s..pi ro / � O o / BLOCK 28 rop 0' O Top \ U) N :e � / c O �_ T0p • U O v N dpl \rop Z W dol Top Z W I roE • Z i d01 TOP J L ° 1 M ❑ a \ c� 0 o a 11 ° SSMH 9.03 B I tn= I Z M 5 W./GR \ ❑ re ,48 OAK DR s ' w Z W s S MH 9.05 I ❑ \ ❑ Z — _ 12 s I \ SSMH 9.02 m o � a = Y Z CD \ I 11 � BLOCK 29 r \ \ N F BLOCK 26OD \ — W W I 13 S o � S \ I I — — ❑ 0 - - - ~w Z OD — — m N 0 W I z a- CD N � • 14 Ld S 0 5 - - s — I o f SSMH 9.01 r Q I FUTURE PHASE ® Co 3:: I — ch— d I (o I J — — 0 — I LE OD W U yr _j _ 15 J Q ¢ ❑ m w S NQ o I I ® I I \ o a C¢1) m N I N I I Q w \ Z — of _ — ol 0 _ o 0 o a o 1 Q s o I SSMH 6.16 — — — — — — — — — — — — s o I OE 4�F' — — — T — — TOE Q — — _ —TOP F' TOP�Fi-- � I 0 0 D —d01 d01 d01 ° u -TOE TOE TOE Q O s J Z °° EXISTING OAKS NORTH SSMH 6.15 \1 O SSMH 6.14 SUBDIVISION NO. 6 �' Y � � 5 01, \ O _> Z _ s II , SSMH 6.17 _ m 8'w S 5 SSMH 6.08 s g / a w II 8„ss Z z 8„W > >8"ss SSMH s.o� SNOW CURRENT ST 1 — _ Aap \ i I i / ao 0 N I U w 0 z 0 I V DATE: SCALE: 1 1/29/2021 AS SHOW oo DESIGN: DRAWN: i JEB KL/DR FEET JOB NO.: FILE NAME: i 50 0 25 50 100 4468 4468-S-0-PH09 REF. w No.: C4. 1 0 GRAPHIC SCALE 01 SHEET 1 inch = 50 ft. Horizontal Q NO.: 8 OF 14 z Z A F ® 0Of D 10 I _ o ��R �-- 0 yJ7 w i('�� ,1 Of J cn� yb0 00 BLOCK 28 I I I 12 - �4 p Z O .V_ S2 I S2 I S2 I S2 I �C.�'�G°� �C4.3 �� i'� J'Ji �� SAP ,�� LLI STA. 1+33 STA. 2+18 STA. 3+03 STA. 3+88 A, GREEN p 0 y LEN. 38' LEN. 38' LEN. 38' -- -� -AK DR pad JJ Q LEN. 38' V`� �� INV. 2528.1 INV. 2527.6 INV. 2527.2 INV. 2526.8 Q�P'��5 ¢ Q o W9 W2 I I ` S2 5 3 3 z W9 W2 N � ~Sp 4 q 10 _ 6s / I ¢ J - - - - - - �� XAo S4 Of I 3 I J S1 SSMH 9.02 / � Y I O U � N Z i 1+00 2+00 N 180 3+0 N z I ss,s s «8 ss,� �, 4+00 Z ' O ss«a ss«a ss«a ss„Ia � 16.5' 142° s3 N. SUGAR MAPLE WAY O — _ O O SSMH 9.01 S1 \ N 3"W65 M«a LF 00 9 L «a 268 LF M«8 M«8 M«8 M«s M.s W9 O Q ; JF;F 120 O EXISTING THE OAKSW In W5 �o \ — NORTH PHASE 6 CW4 N W4 W2 N W4 W3 N W4 W7 116\ S 9. S1 NOW RRANT ST Z N INV. 2 I S C � O 528.2 INV. 2527.7 INV. 2527.3 STA. 3+69 W6 S� W N LEN. 51' 51' w MGr1P\R N O 0 O LAN. +0 LEN. +8 LEN. 26 / h ' 4 STA. 1+17 STA. 2+02 STA. 2+87 INV. 2526.9 .y N � S2 I S2 S2 W4 cos S2 SHEET INDEX 0 I BLOCK 29 I � 0 O U � N 1 13 N.T.S. w Z to .i w8 Z w o ❑9 10 11 Q N ti s__ h� J t ro o O S2 a cn o� W4 I I � M O a, I 19.0'�+ 1 O W Z PLAN VIEW - N. SUGAR MAPLE WAY 00 W _jQ 00 2545 2545 04 + M �IU N W W W Z 12 = W U W °�° Q cn 0 U 2540 - 2540 Z o Lij 0 w v SEWER KEYNOTES o � - N N 00 v.i S1 I o 48" TYPE "A" STANDARD SEWER MANHOLE PER Q O r0 Z p g N M N ISPWC SD-501. PROPOSED GRADE N N » 0)� N l N N AT SEWER a �� z z N ui- � N S2 4" SEWER SERVICE CONNECTION @ 2% MIN 2535 - o N N� ? o r� a? �� _- 2535 o cn cn E 00 00 a; �+,n o r- z o SLOPE PER ISPWC SD-511, INSTALL STANDARD N > > I (m +L Nn > > SERVICE MARKER PER COM SD-SW3. N LLJ o V) V)o'00 00 N N S3 CONNECT TO EXISTING SEWER MAIN AND N= 00 00 o EXISTING I REMOVE EXISTING CLEANOUT � CLEANOUT - — — — — — — _ _ _ — — S4 EXISTING SEWER MAIN TO PROTECT IN PLACE j — — — — — — — — — — — — Q w — — — — — — 48" MIN - - - - - - - - - - - - - - - EXI WATER _ - - �- - - - WATER KEYNOTES EXISTING GROUND J �( W1 CONNECT TO EXISTING WATER MAIN, REMOVE O 2530 -= AT SEWER 2530 BLOW-OFF ASSEMBLY. �1 _ 0-4 Q W2 1" DOUBLE SERVICE CONNECTION WITH %" METER J L 8" WATER AAND ND METER SETTER PER COM STD DWG W1, W3, + 0 0 CDW3 1" SINGLE SERVICE CONNECTION WITH Y4" METER OfZ _ I AND METER SETTER PER COM STD DWG W1, W2, AND W6. O < Q U W4 POTABLE/NON-POTABLE MAIN CROSSING. SEE 0 Q 2525 I - 2525 WATER NOTE 2 ON SHEET C1.1. Q Ln • • W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. + O o a I L •I APPROXIMATE 00 GROUND WATER I O SD-403. Q �J z W6 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC � Q Zo I W7 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. Q V� ) O w Ld Q W8 22.5° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. = L.F. 8 48 VC ® 0.42% --�--� W9 POTABLE/NON-POTABLE SERVICE CROSSING. SEE LLJ 183 L.F. 8" PVC ® 0.42% -F- WATER NOTE 3 ON SHEET C1.1. Q m 2520 1� EXISTING WATER SERVICE TO PROTECT IN PLACE. Q w M� z " . 2520 1/1 Q I 1 EXISTING WATER MAIN TO PROTECT IN PLACE. 0 Z D m Of V) i w EXISTING INV: 2519.41 z 8" SEWER i z W o I I z W 0 o N 2515 + 2515 z W 0 0+50 1+00 2+00 3+00 4+00 5+00 (n z cn PROFILE VIEW - N. SUGAR MAPLE WAY 30 0 FEET 30 60 DATE: SCALE: 1/29/2021 AS NOTED Q0 DESIGN: DRAWN: j GRAPHIC SCALE JEB KL/DR 0 1 inch = 30 ft. Horizontal Q FEET JOB NO.: FILE NAME: 0 3 0 1.5 3 6 4468 4468-S-SAN-WAT-PHD9 F.NE.F.-- GRAPHIC SCALE 0C4.2 a 1 inch = 3 ft. Vertical I _j SHEET 9 OF 14 z Z A ~ N U O '- N Q — Z I ICb — LLJ a c�_ci I o� J=� �p 0yb �� 5 1 13 v, LLJ 1 11 I Q 6ry-j / 4 o Z m_ o } 3 I — o p �j A.Z w Z o /Q C4.3 W GRE `nJ'�y S��J'`� 0 14 I oof 1 m EN OAK DR a- S2 ❑STA, W4 5+34 1 15 N(v 0) 3 o w `'9�, 1 N�N- 53' S2 `�'Z `" a I csF�s`�ti 2526.1 STA. 5+90 1 BLOCK 28 I ' z �� ® 3 J ,S. L 1 W4 1N I I EN. 53' < I V Q F�•C`,9,Q \ 2526 2 S2 cn n Z 2 xcS0 STA. 6+ 1 y, Z m W 0 W4 W4 cr INLEN. 53' I ti LJ / W4 v. 25275 1 .0, W5 — — — Z W3 SSMSI 49�F 8•W ® _ W4 F — — > It W1 �s � W9 I 8.W _ W4 W3 J S Z 00 12.0' 116°� $ ss g O 8• _ O v`"' �E SFI=T 4 a W EXISTING THE OAKS � p 19.0' I w � C4. - NORTH PHASE 6 e m // 163 LF W7 e' �d cv S �o� W7 W4 SS,B 6+00 1 8`W ti S_ N 8•W o w4 w7 W4 z J W SNOW CURRANT ST Z a� _ 8 I W° GREEN OAK 90 LF 8•W + — � s� W O �R p\R N > �0 0 S W5 _ ss 8 S 7+00 W6 w'MCN m El C 142° W8 O 1 I N 5 41 b S1 SSM 9 2 — 1 s 168° -� SHEET INDEX • o �' 00 3 — MH 9.04 S1 M BLOCK 26 U O w CID — S1 N.T.S. Z_ (nn i O ` C11 W CA d N Z Q W7 • Z — _ S 1 9 05 —S S < J vi a M W S—Pow N S2 _ F _ SEE SHEET C4.4 Z M Z + Lrn N O 11 I ao o w I N z' BLOCK 29 2 .0 � nnnn Z PLAN VIEW — W. GREEN OAK DR n n n Z u W 0 0 2545 — 2545 0 LO + 04 �IU U Lu w Lu :Z Q J U) Z U w Q I U) m U 2540 -= 2540 C) w Z o I w Z v a LO N � N � N N N C- , 1 SEWER KEYNOTES CID + II S1 48" TYPE "A" STANDARD SEWER MANHOLE PER Q O O ON N � +� Z O O M N Cq~ ^N U, N I N ,n o r-N 0 d II z ? ISPWC SD-501. N LLri 00 N ~ N N a' N> N N °O 00 S2 4" SEWER SERVICE CONNECTION 2% MIN oNNz 0 r71�rn II x Ilz 2535 -= 6 +"0 o z 0 d 2535 SLOPE PER ISPWC SD-511, INSTALL STANDARD — o x z z I �' -N > > N N�°O SERVICE MARKER PER COM SD-SW3. o V' V' °O 00 V) V)Of o, 00 PROPOSED GRADE Q AT SEWER WATER KEYNOTES � I W1 POTABLE/NON-POTABLE SERVICE CROSSING. SEE WATER NOTE 2 ON SHEET C1.1. Q w — — — — o EXISTING GROUND W2 1" DOUBLE SERVICE CONNECTION WITH %" METER AND METER SETTER PER COM STD DWG W1, W3, E AT SEWER i AND W6. �\ 2530 -= I 2530 Q O 48" MIN W3 1" SINGLE SERVICE CONNECTION WITH s/a" METER Q Q - 4" PI PIPE AND METER SETTER PER COM STD DWG W1, W2, LLI 12" STORM DRAIN 18" MIN AND W6. J + — o W4 POTABLE/NON-POTABLE MAIN CROSSING. SEE 0M0 0W � g" WATER WATER NOTE 2 ON SHEETS C1.1. z o I 18" MIN W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. O 1— O ~ W6 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST 0 = O _ I_ BLOCKING PER ISPWC SD-403, VALVE BOX AND Q z 2525 -= 2525 LID PER COM STD DWG W11. z O p APPROXIMATE GROUND WATER O O Z I O W7 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. Q 00 Z Q W8 45' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. � � 194 L.F. 8" PVC ® 0.66% W9 22.5° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403. Q Y Ld Q O = 48 L.F. 8" VC @ 0.42% Of LLJ C) Q co Q Q > � z m 2520 -= 2520 — Q Wm o O = z H m o I � Z Q z w LLJ Ld I z w LiJ� NOCT w 0 o N 2515 + 2515 C j 4+00 5+00 6+00 7+00 8+00 w 0 z PROFILE VIEW — W. GREEN OAK DR FEET 0 30 0 15 30 60 DATE: SCALE: 1/29/2021 AS NOTED 00 DESIGN: DRAWN: j GRAPHIC SCALE JEB KL/DR 0 1 inch = 30 ft. Horizontal Q FEET JOB NO.: FILE NAME: 0 3 0 1.5 3 6 4468 4468-S-SAN-WAT-PHD9 FNEF,,,_ GRAPHIC SCALE 0 C4.3 1 inch = 3 ft. Vertical SHEET 10 OF 14 z Z A ~ N Of Z \ J I O 4 of 0 -- m Of W Z C4.3 w �R o a +� SEE SHEET C4.3 _ EEN OAK OR � I / r Q 15 14 13 BLOCK 29 I I S S_ w ? z S1 SSMH 9. O I I I —+, I 15 N Z S2 S2 I S2 00" Y Z _ m W STA. 1+33 STA. 2+18 0 °� STA. 3+03 x 37' F INV.N2529.1 INV.N . 2528.7 INV36' N2528.3Lu BLOCK 28 I/ N O ID ID 1 N W9 W2 4 W 0 N �, _ �, EXISTING THE OAKS s4 — — — — — — — _ NORTH PHASE 6 N N S1 SSMH 9.05 c; �7 0 67.37 1+00 2+00 — W• SNOW CURRANT ST Z �, 8"ss ss.L ss.a sf.a ss.el ss.a ss.e ss.s +00 _ } c o 19.0' I — N 0 — 04 168°O SS a _ MCNP\R S� p O S3 N. BLACK WALNUT WAY I 120.0' _ � � M. nn.a 34 LF W4 5+0 p �, • � in oo $"W M.a M.a151 LF M.a 111 LF W6 ss g p N � 43 LF _ Sa SHEET INDEX �V 0 0 — — — — — w4 — 41.8 _ m8 N.T.S. Z_ N i W9 18.5' b Z w W8 N W4 W2 N W4 W5 W3 N W4 W7 W5 85 LF II I Z W7 M,g Q p SMH 9.07 S1 J -C INV. 2529.2 INV. 2528.8 0 W4 a LEN. 52' LEN. 53' INV. 2528.3 LEN. 54' I W2 • 3 STA. 1+16 STA. 2+06 STA. 2+96 INV. W4 0 2528.4 I � — — — (� O S2 I S2 I S2 I STA.N4+4' I ' W4 W4 W1 Z M 24 I I S2 INV. 2528 5 LLI LEN. 52' 1 W BLOCK 30 STA' 4+93 En Z ® s2 Z 5 © ❑ Ld W 7 1 PLAN VIEW — N. BLACK WALNUT WAY o 0 J Q 2540 2540 F__ Z 0 m l z N } 0 P, N `1 Ld SEWER KEYNOTES w L0 � coo rn N N CD o o S1 48" TYPE "A" STANDARD SEWER MANHOLE PER Q M o � z =o = U N z ISPWC SD-501. PROPOSED GRADE '"'N > > N S2 4" SEWER SERVICE CONNECTION 0 2% MIN of 00 AT SEWER LO z z N N SLOPE PER ISPWC SD-511, INSTALL STANDARD 2535 LnLn[if 0000 2535 SERVICE MARKER PER COM SD-SW3. S3 EXISTING CONNECT TO EXISTING SEWER MAIN AND Q CLEANOUT REMOVE EXISTING CLEANOUT _ — S4 EXISTING SEWER MAIN TO PROTECT IN PLACE - - - - - - - - 6 — — — — — — — _ N 48" MIN - - - - - - - - 24" GI PIPE- - - - - - - - - - - - - - - - - - - - - - - - - WATER KEYNOTES Ld O — — rn Q EXISTING GROUND — — — — _ _ _ _ _ 6" PI PIPE W1 2" BLOW-OFF ASSEMBLY FOR FUTURE WATER C o �, 12" STORM DRAIN — — _ — 18" MIN MAIN EXTENSION PER COM STD DWG W13. AT SEWER 2530 — 1" DOUBLE SERVICE CONNECTION WITH Y4" METER Q w " 2530 W2 AND METER SETTER PER COM STD DWG W1, W3, - 8" WATER 18 IN I AND W6. C� EXISTING J 8" WATER I W3 1" SINGLE SERVICE CONNECTION WITH 3/" METER AND METER SETTER PER COM STD DWG W1, W2, o AND W6. _ LLi Q W4 POTABLE/NON-POTABLE MAIN CROSSING. SEE J — WATER NOTE 2 ON SHEET C1.1. APPROXIMATE W5 FIRE HYDRANT ASSEMBLY PER COM STD DWG W8. ~ o GROUND WATER z 2525 0 2525 W6 8"x8" TEE AND 2-8" GATE VALVES WITH THRUST 0 173 L.F. 8" PVC ® 0.42% BLOCKING PER ISPWC SD-403, VALVE BOX AND 0 Q = 0 U LID PER COM STD DWG W11. 275 L.F. 8" PVC @ 0,42% Q W7 11.25° ELBOW WITH THRUST BLOCKING PER ISPWC Q /�/ SD-403. Qf O Q W8 CONNECT TO EXISTING WATER MAIN, REMOVE zO BLOW-OFF . Z Z Q i W9 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C1.1 Q O v 2520 2520 Y Q 10 EXISTING WATER MAIN TO PROTECT IN PLACE. LL_I Q ^ W11 EXISTING WATER SERVICE TO PROTECT IN ~ Y O z PLACE. — m 0 0 J Wm - 0 m 2D � z ~ (n 0 Q z z z 2515 + 2515 w � 0 0+50 1+00 2+00 3+00 4+00 5+00 6+00 zDEMME— PROFILE VIEW — N. BLACK WALNUT WAY N w 0 z cn o FEET 0 30 0 15 30 60 DATE: SCALE: 1/29/2021 AS NOTED 0 DESIGN: DRAWN: GRAPHIC SCALE JEB KLDR 0 1 inch = 30 ft. Horizontal / Q FEET JOB NO.: FILE NAME: 0 3 0 1.5 3 6 4468 4468-S-SAN-WAT-PH09 REF. 0 GRAPHIC SCALE No.: C4.4 a 1 inch = 3 ft. Vertical I _j SHEET OF 14 z Z � O F ° U N z CA�� y O �p w U __1 �� 42, w 0 ¢ LL- CO O �` p <v LU U i I 0 `'y a a 24" CONCRETE PIPE, PVC METER LID o i I PIPE, OR METER TUB Z II I PRESSURE IRRIGATION Z Top I MAIN LINE W 1 Y2" CURB STOP Z �g F Zoe BALL VALVE Q I 12 oE- 1 Y" TAPPING SADDLE Q Z 00 T0E - 18" MIN. W O _� I I 14 � 5 • c IRRIGATION DITCH 453 L PI _dam ' - _ IOp DRAIN ROCK 6 _ _ � Z a 8 PI _ , mop I C= O s W N o 1 BLOCK 28 V e P453 LF 8 r0 00 00 Top 12 3 =) *4 6 3 8 p 9 T4o p 6 y to 00 co co 3 _ Top O s` $ USN W a 14 1 / 13 63 LF dol rop Z in ,i o m do, roe. IRRIGATION DRAIN DETAIL Z w -5 ❑ 5 \ dol rop NOTE: INSTALL IRRIGATION DRAINS AT LOW POINTS WITHIN THE PRESSURE IRRIGATION SYSTEM FOR WINTERIZATION. • Q L..J TO la 3 o / 9 a / • M o f 3 11 0 � �a Z I s 8w Z mFe ss..a ° 63 LF 13 8., S \ ' W /�� W - ss„s _65 LF W GREEN OAK DR I 0 W - - 3 ss«s I N Z s — 12 s o ❑Z \ W 9 s Ii a C m 6 / _j Z a 10 co — _ N 3 \ o 0 D I Cl) 11 BLOCK 29 7 \ a _ — — W W I 13 S © t clic Cl BLOCK 26 7 / LO �r W W o m o I 7 U Uw w in a, 14 � � c� W N Q I I s �—S 0 J I o f I ¢ I N FUTURE PHASE I � 0 ¢ 0i 3 7 v 7 Q — — W Z ¢ R I ¢ # 15 m o I V I I� - - z s _ ❑ 0) o v I _ ck� N I 10 N 0 a I a w 10 KEYNOTES EXISTING PRESSURE IRRIGATION MAIN TO PROTECT IN PLACE. O EXISTING PRESSURE IRRIGATION SERVICE TO PROTECT IN PLACE. _ o — � I Q J 1 \ O3 11.25° BEND WITH THRUST BLOCKING PER ISPWC SD-403. o c I 1 o s ® CONNECT TO EXISTING 6" PRESSURE IRRIGATION MAIN. CONTRACTOR TO VERIFY PIPE - - - SIZE AND LOCATION. o s —mil— i 0 6"x4" TEE WITH 1-4" AND 1-6" GATE VALVES AND THRUST BLOCKING PER o I N N I _v1 / / \ ISPWC SD-403 O O / U 1" PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. 2 � TOE TOE —TOP 4 TOP�i�-- ov, ' PRESSURE IRRIGATION SERVICE PER ISPWC SD-901. Q O Q u —TOE TOE TOE ® 6" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. V_ O Z z 00 Z Q 4" GATE VALVE THRUST BLOCKING PER ISPWC SD-403. z v I' °° EXISTING OAKS NORTHCON�\ \ EXISTING — Q (n Q LLL i a \ / / \� / 10 P PENSIZE ECT TAOND LOCATION, PRESSURE IRRIGATION MAIN. CONTRACTOR TO VERIFY LJJ Y `^ SUBDIVISION N0. 6 A a_ Q 5 l� 00: � / � 11 CAP OR PLUG AND MARK END OF IRRIGATION LINE. O \ � 45° BEND WITH THRUST BLOCKING PER ISPWC SD-403. /Q m z / 1/_ II / / w M o -o' 8" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER PRESSURE IRRIGATION I..I.J ss / NOTE 1 ON SHEET C1.1 W = D o - \ \ `) \ 14 IRRIGATION DRAIN PER DETAIL ON THIS SHEET. LLJ z $„w w „w = _ ss 1 � \ \ \ \ 8,w W MCNP\R S I / o >s"ss W. SNOW CURRENT ST 00 0 N I U W 0 z un o I V (DATE: 1 1/29/202]SCALE: AS SHOW Q0 DESIGN: DRAWN: i JEB KL/DR FEET JOB NO.: FILE NAME: i 50 0 25 50 100 4468 4468-S-PIRR-PH09 REF. C 5J.1 0 w NO.: 0 GRAPHIC SCALE SHEET 1 inch = 50 ft. Horizontal NO.: 12 OF 14 ) z Z O_ � N U _ �R o 7 � �� O r-�- Oyb pt� J O LLJ O w O Q L' m of Z 0 v I o �� /� SAP �= 0 �J� I 0 I Z I I ❑ Q Z I ❑ w Z a Z z co _ I W o r� BLOCK 28 _ _ ❑ Z 12 _ _ ❑ W 04 O L� ' � O p O CN U)7 � to 00 0 0 U CA>I 14 I Z t- Zw0 1 ® \ J a � 11 / SL# 54230 C 1 _ _ \ ' t9 0 Z r� \ 'W. CREEIV OAK DR W w \ ❑� z Z ❑� \ � W 1 SL# 54229 C- 12 I 0 BLOCK 29 13 BLOCK 26 Q � Z O m I U) SL# 54228 C 1 I w — — Z o cwa Q I ❑5 � I } I ® < FUTURE PHASE __j I z Q 1 SL# 54231 C o ¢ 15 m I I I \ w w Q j 1 I KEYNOTES Q w ❑ SL# 54227 C z ❑ I O1 of INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II LUMINARIES I PER COM STREET LIGHTING DETAIL 6A 6 ❑ — I / / O2 EXISTING STREET LIGHT I / STREET LIGHTING NOTES Q o 0 I 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT I VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND o z THE NATIONAL ELECTRIC CODE. o � z 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE Q O o EXISTING OAKS NORTH I THE ONLINE CITIZEN PORTAL AT https://citizenportal.meridioncity.org/Citizen Access/ TO O SUBDIVISION NO. 6 I 2 I \ \ OPEN A PERMIT AND REQUEST INSPECTIONS. • Q — — \ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, W O Q J \ BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. O Z 0 \ 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE Z Z Q HYDRANTS AND 2'MIN. FROM WATER METERS. Z i i 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS = 0Ld Q BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR Y 5�i � I I i / SUBMIT A HARD COPY TO OCTIOE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO _ Q ❑ p > � Z , 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR w 0 � m i QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. w a _ 2 \ / W D o \ \ V) C) — — z W Cn 0 W. SNOW CURRENT ST0(5 \ o N U w 0 Z cn o I V DATE: SCALE: 1/29/2021 il AS SHOWN Q0 DESIGN: DRAWN: j JEB j KL/DR FEET JOB NO.: NAME: i 50 0 25 50 100 4468 JFILE 468-S-LIGHT-PHn9 FN F. ��+� 1 w .: V o GRAPHIC SCALE 1 inch = 50 ft. Horizontal SHEET 14 ) NO.: 13 OF z Z O_ � N U _ �R o 7 � �� O r-�- Oyb pt� J O LLJ O w O Q L' m Of z O v o Ld 0 I 0 I Z I I � Q Z I � w I � z I a Z Z co _ I W o 3 4 C9 _ I Z W O BLOCK 28 00 p O to O 00 _ U O I 14 1 r� Z Ln '� ~ Z wp - - ,5 I Z i a � � 3 t9 0 11 Z M \ W W W CREEN OAK DR t9 - - _ _ 1 I ❑7 \ I I W J Z 11 \ I \ I 13 BLOCK 29 I ❑ � / y — — BLOCK 26 / Q J � Z O m I V Ld w yy Q ❑5 FUTURE PHASE I Z Q � � U Q — — w Q Q0 15 04 Q Q N U. O ELIN I I Q w of ® _ T) O E I = 0 - Q J Q SIGNAGE KEYNOTES O1 INSTALL STREET NAME DESIGNATION SIGN / 0 EXISTING STREET NAME DESIGNATION SIGN z / O EXISTING OAKS NORTH I# I 1 O INSTALL TYPE II TERMINUS BARRICADE PER ISPWC SD-1132A _ O z SUBDIVISION N 0. 6 I I \ (ACHD SUPPLEMENT) WITH KICK PLARE AT END OF SIDEWALK. Q • Q O INSTALL(AC D SUPPLEMENT)MWITH "ROADWAY INUS ETOEBEI EXTENDED SPWC IN O Q THE FUTURE" SIGN. Li o00 Q Q L Z Q SIGNAGE NOTES Z G) O vw Ld I / 1. PRIOR TO INSTALLATION OF SIGNS CONTACT ACHD INSPECTION TO COORDINATE ALL SIGN CD i/1 5�i LOCATIONS.IL can 2. SIGN INSTALLATION CONTRACTOR SHALL BE BONDED WITH ACHD AND OBTAIN A RIGHT V 1 O o / OF WAY PERMIT PRIOR TO SIGN INSTALLATION. 0 m Z LLJ Ld (10w i j — — — — — — 2 F z W. SNOW CURRENT ST 0( o N U w 0 Cn Z cn o I V DATE: SCALE: 1/29/2021 il AS SHOWN Q0 DESIGN: DRAWN: j JEB j KL/DR FEET JOB NO.: JFILE NAME: i 50 0 25 50 100 4468 4468-S-SIGN-PH09 FNO F. C7. 1 .: o GRAPHIC SCALE IL SHEET 1 inch = 50 ft. Horizontal NO.: 14 OF 14 ) z ' ESE Consultants, Inc. ESE CONSULTANTS -'3103 w. Sheryl Drive ENGINEERING - PLANNING • SURVEYING ENVIRONMENTAL Meridian, Idaho 83642 TEL: 208-424-0020 STORMWATER MANAGEMENT REPORT FOR OAKS NORTH SUBDIVISION, PHASE 9 12449 or- E. 80 I lagllzi Justin E. Bozovich Professional Engineer Idaho License No. 12449 January 2021 LOCATED IN: CITY OF MERIDIAN ADA COUNTY, IDAHO TABLE OF CONTENTS SUBJECT SECTION Project Overview 1 Stormwater Management Design 2 Stormwater Equations 3 Primary Conveyance & Stormwater Facility Calculations 4 Intensity-Duration-Frequency Curve 5 Pipe Flow Calculations 6 Drainage Basin Map 7 SECTION 1 - Project Overview The Oaks North Subdivision No. 9 is a part of a multi-phase residential development located in the City of Meridian, Ada County, Idaho. The development is situated along the north side of West McMillan Road, between North Black Cat Road and North McDermott Road. The applicant proposes to develop twenty (20) single family residential lots with this phase of the project on approximately 7.4 acres. The development includes the construction of homes and infrastructure to include roads, sidewalks, stormwater management facilities, utilities, and other improvements typical of residential construction. Additional improvements will be constructed as part of the subdivision in subsequent phases. Existing Conditions The project site is currently bounded by single family residential developments to the south (Oaks South Subdivision) and east (Jump Creek Subdivision). Existing farmland primarily bounds the project to the north and west.The project site itself is comprised of existing irrigated farmland with dirt access roads, field drains, and irrigation delivery ditches. There previously existed several out buildings near McMillan Road that have been razed and removed from the site by the developer. The existing terrain is relatively flat with slopes generally less than one percent. The site slopes down gradient from east to west. Geotechnical Characteristics A Geotechnical Engineering Report was prepared by Materials Testing and Inspection (MTI) for the Oaks North Subdivision, dated July 20, 2018. The soils were generally described as having a hard pan layer at approximately 3-7 feet below the ground surface overlain by clay material. Gravel and sands were generally observed below the hard pan layer. Groundwater Groundwater monitoring of the project site was commenced by MTI in June 2018. A summary of the groundwater elevations observed on site to date have been recorded by MTI in the Groundwater Letter dated, November 20, 2019. The groundwater has been observed at depths between 3-ft and 10-ft below the ground surface. Soil Infiltration MTI performed soil infiltration tests at four locations within the project site and presented their results in Addendum#2 to the Geotechnical Engineering Report,dated February 8,2019. Results of the soil infiltration rates ranged from a low of 0.24 in/hr to a high of more than 8 in/hr. An infiltration rate of 1 in/hr was utilized for design purposes. SECTION 2 - Stormwater Management Design Design Criteria The Stormwater Management Plan described herein has been designed according to the Ada County Highway District Policy Manual. The proposed Stormwater Management Design has been prepared to meet the following requirements and guidelines: ♦ The Rational Method (Q=CiA) has been utilized to calculate peak flows. Runoff coefficients were used per the ACHD Policy Manual. Rainfall intensities were determined using the ACHD adopted Intensity-Duration-Frequency Curve located in Section 5 of this report. Calculations for the requisite time of concentration (Tc) value are enclosed. The overland flow and gutter flow segments of the Tc were calculated based on the equations provided in the ACHD Policy Manual and enclosed within this report for reference. ♦ Pipe flow calculations are provided to demonstrate that the primary stormwater conveyance system is sized to adequately handle stormwater flows based on the 25-year storm event. ♦ High groundwater observed through the site necessitated the use of Vertical Sand Filters for the storage and infiltration of the 100-year storm event. An infiltration rate of 1 inch per hour has been used for the design of the vertical sand filters. There are six vertical sand filters, located within five drainage areas, proposed in Phase 6; each are located on common lots. ♦ The residential lot grading was designed to drain approximately the front half of the lot towards the street and is included in the stormwater basin calculations. Stormwater that falls within the back of the lots will be retained on site. Yard drains will be installed in the rear yards during home construction and final landscaping to facilitate infiltration of lot drainage. ♦ High groundwater observed through the site necessitated the use of a Vertical Sand Filter for the storage and infiltration of the 100-year storm event. An infiltration rate of 1 inch per hour has been used for the design of the vertical sand filter. The proposed vertical sand filter known as Basin A is located within Block 28 Common Lot 12. A sand and grease trap is provided for pretreatment. SECTION 3 - Stormwater Equations Stormwater Conveyance ACHD Policy Manual 8011.2) Q - CIA where: Q - Discharge rate (cfs) - Coefficient of Runoff(dimensionless) i - Rainfall intensity (in1hr) for a duration equal to the time of concentration (Tc) over the contribuking area and for the design frequency. A - Site area (acres) Tc - Time of ooncentration Coefficient of Runoff(ACHD Policy Manual 8011.2.1) Estimated Ftunoff Coefficients for Various Surfaces Type ofSUrfaie Runoff Coefficients "C" Business Downtown areas 0.70.0.95 Urbannelghborhoods 0.50.0.70 Residential Single Family 0.35.0.50 Multifamily 0.60.0.75 Residential;rural) 0.25.0.40 Apartment Dwelling Areas. 0.70 Industrial and Commercial Light areas 0.80 Heavy areas 0.90 Parks,Cemeteries 0.10.0.25 Playgrounds 0.20-0.35 Railroad yaFd areas 0.20.0.40 UnlmpFaved areas 0.10.0.30 StFBBtS Asphalt 0.95 Gan{Fete 0.95 Brick 0.95 Rook 0.95 gravel 0.75 Fields:Sandy sail Soll Type Slope A B C Flat 0.2% 0.04 0.07 0.11 0.1S Average,2.6% 0.09 0.12 0.15 0.20 Steep' % 0.13 0.18 0.23 0.26 Ada pted from ASCE Design Storm Runoff Volume (ACHD Policy Manual 8011.3.2) V=CiA(3600) V: Design storm runoff volume required for storage C: Coefficient of Runoff is Rainfall Intensity per IDF Curve 1-hour 100-year storm event, i=0.96 1-hour 2-year storm event, i=0.26 A: Total catchment area(acres) Time of Concentration TC=TC-G+TC-s Tc : Total time of concentration LG Tc-c — 60 • VG Tc-G : Gutter time of concentration LG : Length of gutter flow VG : Gutter flow velocity VG=K„kSP0.5 K„ : Empirical coefficient(3.281) k : Intercept coefficient(0.619) SP : Slope (percent) 0.007(nL)0.8 Tc—S = (p2)0.5So.4 Tc-s : Overland time of concentration L : Length of overland(sheet) flow n : Manning's Roughness Coefficient(0.24) P2 : 2-year 24-hour rainfall(1.2 in.) S : Slope(ft/ft) Manning's Roughness Coefficient(ACHD Policy Manual 8011.5.3) Typical Range of Manning's Coefficient (n} for Channels and Pipes COnd4iil rrl t6ri01 f4l nrlirrg'S ' Closed Conduits concrete pipe 0-010-0.015 CRAP 0-011 -0.037 Plastic (smooth) 0-009-0.015 Plastic carru etedl 0.018-0.025 PavalvanUgunor seceions 0.012-0-016 Small Open Channels Concrete 0-011 -0.015 Rubble or riprap 0-020 - 0.035 Vegetation 0.020 - 0.150 Bate Soil 0.016- O.Q25 Rock Cut 0.025- 0.045 Natural onannals{minor streams. lop wpdth at flood stage <30 m(100 ft)I Fairiy regular section O.Q25- 0.050 Irr"ular were d'1 with pools 1 0.040- 0.150 -Lower values are usually For well-constructed and maintained(smoother)pEpes and charnels Table 3-2. Manning's Roughness Coefficient(n)for OVerland Sheet Flow.: Surface Description n Smooth asphalt O,011 Smooth concrete 0.012 Ordinary concrete lining 0.013 Good wood O.D14 Brick with cement mortar 0.014 Vitrified Clay O.D15 Cast iron O.D75 Corrugated metal pipe 0.024 Cement rubble surface 0.024 Fallow (no residue) 0-05 Cultivated soils Residue cover s 20% 0.06 Residua cover� 20% 0.17 Range(natural) O.13 Grass Short grass prairie 0.15 Dense grasses 0.24 Bermuda grass 0.41 woods' Light underbrush 0.40 Dense underbrush 0.80 When selecting n, consider cover to a heig ht of about 30 mm. This is only part of the plant cover that will obstruct sheet flow. SECTION 4 Primary Conveyance & Stormwater Facility Calculations BASIN CATCHMENT AREA A TIME OF CONCENTRATION Overland Flow Gutter Flow Sub-Catchment eng ope,s TC-5 Elev I Elev 2 Length,LG Slope,Sp Gutter Tc_G Total TC (ft) M (min.) (ft) (ft) (ft) M (ft/sec) (min.) (min.) Al 72.0 1.u" 23.6 2533.5 2531.4 520 0.40 1.29 6.7 30.4 A2 72.0 1.00 23.6 2533.7 2531.4 560 0.41 1.30 7.2 30.8 A3 72.0 1.00 23.6 2534.7 2533.4 335 0.39 1.27 4.4 28.1 A4 72.0 1.00 1 23.6 2534.4 2533.4 270 0.35 1 1.20 3.7 1 27.4 CONVEYANCE Sub-Catchment C Area,A i2 i25 iioo Q2 Q25 Qioo 4 (acres) (in/hr) (in/hr) (in/hr) (cfs) (Cfs) (cfs) Al 0.50 1.20 0.4 1.07 1.49 0.24 0.64 0.89 A2 0.50 1.89 0.4 1.05 1.47 0.38 0.99 1.39 A3 0.50 0.74 0.42 1.1 1.54 0.16 0.41 0.57 A4 0.50 1 0.42 1.11 1.55 0.24 0.63 0.88 Total 4.96 1.01 2.67 3.73 SAND&GREASE TRAP No.of S&G Baffle Throat Velocity, Velocity Vault Size Traps Spacing Throat Width Throat Area Flow Rate, Q25 V Flow Rate Check Check (galon) (inch) (inch) (ft) (cfs) (fps) Q25<3.33 cfs V<0.5 fps 1000 20 48 6.67 2.67 0.40 TRUE TRUE STORAGE VOLUMES Chamber 1 Req'd Volume, Rock Void Volume, Storage Volume, V2-YR Ll Wl d1 Pipe Volume,Vpl VRl V1 (ft) (ft) (ft) (ft) (ft) (ft) 2,321 170 6.5 5 298 2,091 2,389 Chamber 2 eq Volume, ioo- Rock Void Volume, Infiltration Rate, Bed Infiltration StorageTime to Ya M2W2 d2 Pipe Volume,VP2 VR2 I Volume,V2i Volume,V2 Drain 90% (ft3) (ft) (ft) (ft') (in/hr) (ft') (ft') (hrs) 8,571 170 24 5 133 8,107 1.0 340 8,580 22.69 SECTION 5 Intensity-Duration-Frequency Curve ACHD Intensity-Duration-Frequency Intensity(inches per hour) Design Storm 2 5 10 25 50 100 Tc(hr) Tc(min) 0.17 10 0.69 1.15 1.48 1.85 2.20 2.58 0.25 15 0.59 0.97 1.22 1.56 1.86 2.18 0.33 20 0.49 0.81 1.01 1.30 1.54 1.81 0.42 25 0.43 0.71 0.89 1.14 1.35 1.58 0.50 30 0.41 0.67 0.85 1.08 1.29 1.51 0.58 35 0.34 0.56 0.70 0.90 1.07 1.25 0.67 40 0.31 0.51 0.64 0.82 0.98 1.15 0.75 45 0.29 0.48 0.60 0.77 0.91 1.07 0.83 50 0.27 0.45 0.56 0.72 0.85 1.00 0.92 55 0.26 0.43 0.54 0.69 0.82 0.96 1 60 0.26 0.43 0.54 0.69 0.82 0.96 2 120 0.16 0.25 0.31 0.39 0.46 0.54 3 180 0.13 0.19 0.23 0.29 0.34 0.40 6 360 0.09 0.12 0.14 0.18 0.21 0.25 12 720 0.06 0.08 0.10 0.12 0.14 0.16 24 1440 1 0.04 0.06 1 0.06 0.08 1 0.09 0.10 Intensity Duration Frequency ------ 2 3 -)K-5 -x-10 2.5 25 t 50 2 ---0-100 L H u 1.5 c c c �X�X X----X_X\X_X- --~-- \X-_)K X- �X-X 0.5 ------ ---------X-X-X- \ _ 0 - - ---- 10 15 20 25 30 35 40 45 50 55 60 120 180 360 720 1440 Duration(minutes) SECTION 6 Pipe Flow Calculations Channel Report Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk, Inc. Thursday,Jan 14 2021 CBA4toMHA6 Circular Highlighted Diameter (ft) = 1.00 Depth (ft) = 0.30 Q (cfs) = 0.630 Area (sqft) = 0.20 Invert Elev (ft) = 100.00 Velocity (ft/s) = 3.17 Slope (%) = 0.50 Wetted Perim (ft) = 1.16 N-Value = 0.010 Crit Depth, Yc (ft) = 0.33 Top Width (ft) = 0.92 Calculations EGL (ft) = 0.46 Compute by: Known Q Known Q (cfs) = 0.63 Elev (ft) Section Depth (ft) 102.00 2.00 101.50 1.50 101.00 1.00 100.50 0.50 v 100.00 0.00 99.50 -0.50 0 1 2 3 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk, Inc. Thursday,Jan 14 2021 CB A3 to M H A6 Circular Highlighted Diameter (ft) = 1.00 Depth (ft) = 0.24 Q (cfs) = 0.410 Area (sqft) = 0.15 Invert Elev (ft) = 100.00 Velocity (ft/s) = 2.82 Slope (%) = 0.50 Wetted Perim (ft) = 1.02 N-Value = 0.010 Crit Depth, Yc (ft) = 0.27 Top Width (ft) = 0.85 Calculations EGL (ft) = 0.36 Compute by: Known Q Known Q (cfs) = 0.41 Elev (ft) Section Depth (ft) 102.00 2.00 101.50 1.50 101.00 1.00 100.50 0.50 100.00 0.00 99.50 -0.50 0 1 2 3 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk, Inc. Thursday,Jan 14 2021 M H A6 to M H A3 Circular Highlighted Diameter (ft) = 1.00 Depth (ft) = 0.39 Q (cfs) = 1.040 Area (sqft) = 0.28 Invert Elev (ft) = 100.00 Velocity (ft/s) = 3.66 Slope (%) = 0.50 Wetted Perim (ft) = 1.35 N-Value = 0.010 Crit Depth, Yc (ft) = 0.43 Top Width (ft) = 0.98 Calculations EGL (ft) = 0.60 Compute by: Known Q Known Q (cfs) = 1.04 Elev (ft) Section Depth (ft) 102.00 2.00 101.50 1.50 101.00 1.00 100.50 0 0.50 100.00 0.00 99.50 -0.50 0 1 2 3 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk, Inc. Thursday,Jan 14 2021 CBA2toMHA3 Circular Highlighted Diameter (ft) = 1.00 Depth (ft) = 0.38 Q (cfs) = 0.990 Area (sqft) = 0.27 Invert Elev (ft) = 100.00 Velocity (ft/s) = 3.61 Slope (%) = 0.50 Wetted Perim (ft) = 1.33 N-Value = 0.010 Crit Depth, Yc (ft) = 0.42 Top Width (ft) = 0.97 Calculations EGL (ft) = 0.58 Compute by: Known Q Known Q (cfs) = 0.99 Elev (ft) Section Depth (ft) 102.00 2.00 101.50 1.50 101.00 1.00 100.50 0.50 NZ 100.00 0.00 99.50 -0.50 0 1 2 3 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk, Inc. Thursday,Jan 14 2021 CB Al to MH A3 Circular Highlighted Diameter (ft) = 1.00 Depth (ft) = 0.30 Q (cfs) = 0.640 Area (sqft) = 0.20 Invert Elev (ft) = 100.00 Velocity (ft/s) = 3.22 Slope (%) = 0.50 Wetted Perim (ft) = 1.16 N-Value = 0.010 Crit Depth, Yc (ft) = 0.34 Top Width (ft) = 0.92 Calculations EGL (ft) = 0.46 Compute by: Known Q Known Q (cfs) = 0.64 Elev (ft) Section Depth (ft) 102.00 2.00 101.50 1.50 101.00 1.00 100.50 0.50 v 100.00 0.00 99.50 -0.50 0 1 2 3 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk®AutoCAD®Civil 3D®by Autodesk, Inc. Thursday,Jan 14 2021 MHA3toSGAl Circular Highlighted Diameter (ft) = 1.00 Depth (ft) = 0.69 Q (cfs) = 2.670 Area (sqft) = 0.58 Invert Elev (ft) = 100.00 Velocity (ft/s) = 4.60 Slope (%) = 0.50 Wetted Perim (ft) = 1.96 N-Value = 0.010 Crit Depth, Yc (ft) = 0.70 Top Width (ft) = 0.92 Calculations EGL (ft) = 1.02 Compute by: Known Q Known Q (cfs) = 2.67 Elev (ft) Section Depth (ft) 102.00 2.00 101.50 1.50 101.00 1.00 v 100.50 0.50 100.00 0.00 99.50 -0.50 0 1 2 3 Reach (ft) SECTION 7 Drainage Basin Map v IVI F Z W f 0 N Q ' 00 z c m t9 -o cFN W> ya o a CBA2 H a _,nCb W z Wg a t CB Al • M 1.20ac \ ' I z o I� v�/ CB A3 ZCB A4 �/ FUTURE PHASE �� z 0.74ac � 1.13ac W c � f ff o 0 Q z 0 OAKS NORTH SUBDIVISION NO. 6 o U ~ O< w OZa :5 Z Z z U NOw Q YN� c' aO s m w 0 ' Q Wm� z �M Q � N � o U L1 (n FEET DATE: SCALE: / 120 0 60 120 240 1/29/2021 AS NOTED I N: WN: 'Ell MOF JOB NO.: FILE NAME: GRAPHIC SCALE 1 inch = 120 ft. S 4468 468 S-SM HEEP NO.: OF