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Application
Development Application Transmittal Link to Project Application: Pine 43 No. 2 FP H-2020-0059 Transmittal Date: 6-2-2020 Hearing Date: 6-23-2020 Assigned Planner: Sonya Allen 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 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. City Council Hearing Date: June 23, 2020 Planner: Sonya File No.: H-2020-0059 Project Name: Pine 43 No. 2 Request: Final Plat consisting of 57 buildable lots and 3 common lots on 8.69 acres of land in the C-G and R-15 zoning districts,by Dan Torfin, C & O Development, Inc. Location: The site is located on the east side of N. Locust Grove Rd., 1/4 mile south of E. Fairview Ave., in the NW 1/4 of Section 8, Township 3N., Range 1E. wIDIAN=--- Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: MW Project name: File number(s): is Assigned Planner: Related files: 9r Type of Review Requested(check all that apply) ❑Accessory Use(check only 1) ❑Final Plat ❑Daycare ❑Final Plat Modification ❑Home Occupation ❑Landscape Plan Modification ❑Home Occupation/Instruction for 7 or more ❑Preliminary Plat ❑Administrative Design Review ❑Private Street ❑ DR Modification ❑Property Boundary Adjustment ❑Alternative Compliance ❑Rezone ❑Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension(check only 1) ❑ CZC Modification ❑ Director ❑ City Council Review ❑ Commission ❑ Comprehensive Plan Map Amendment ❑ Council ❑ Comprehensive Plan Text Amendment ❑UDC Text Amendment ❑ Conditional Use Permit ❑Vacation(check only 1) ❑ Conditional Use Permit Modification(0 ✓only 1) ❑ Director ❑Director ❑ Commission ❑ Commission ❑Variance ❑Development Agreement Modification ❑ Other Applicant Information Applicant name: Dan Torfin-C&O Development Inc Phone: 208-375-6666 Applicant address: 250 S Beechwood Ave.,Ste. 120 Email: dan@da-land.com City: Boise State: ID Zip: 83709 Applicant's interest in property: [M Own ❑Rent ❑ Optioned ❑ Other Owner name: C&O Development Inc Phone: 208-375-6666 Owner address: 250 S Beechwood Ave., Ste. 120 Email: dan@da-land.com City: Boise State: ID Zip: 83709 Agent/Contact name(e.g.,architect,engineer,developer,representative): Wendy Shrief,Planner Firm name: J-U-B Engineers,Inc. Phone: 208-376-7330 Agent address: 250 S Beechwood Ave., Ste.201 Email: wshrief@jub.com City: Boise State: ID Zip: 83709 Primary contact is: ❑Applicant ❑ Owner ❑Agent/Contact Subject Property Information Location/street address: Pine Avenue Fairview,Locust Grove Township,range,section: 3N, IE, Section 8 Assessor's parcel number(s). S1108233611, S1108223565 Total acreage: 8.69 Zoning district: C-G,R-15 Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridianciiy.org/planning -1 Rev:(2/11/2020) Project/subdivision name: Pine 43 Subdivision Phase 2 General description of proposed project/request: The proposed improvements include the construction of 54 residential lots, 3 common lots,2 commercial lots and associated streets,sidewalks,and infrastructure. Proposed zoning district(s): C-G,R-15 Acres of each zone proposed: C-G:2.2. acres,R-15:6.49 acres Type of use proposed(check all that apply): ®Residential ❑ Office N Commercial❑ Employment❑Industrial ❑ Other Who will own&maintain the pressurized irrigation system in this development? Pine 43 Water Association Which irrigation district does this property lie within? Settler's Irrigation District Primary irrigation source: Existing PI from infrastructure Secondary: City Square footage of landscaped areas to be irrigated(if primary or secondary point of connection is City water): 31,161 SF Residential Project Summary(if applicable) Number of residential units: 54 Number of building lots: 57 Number of common lots: 3 Number of other lots: Proposed number of dwelling units and square footage of living area(for multi-family developments only): 1 bedroom: 2-3 bedrooms: 4 or more bedrooms: (up to: 500 sq.feet) (up to:250-500 sq.feet) (up to: 500 up to 1200 sq. feet) Minimum square footage of structure(excl. garage): Maximum building height: Minimum property size(s.f): 2,828 SF Average property size(s.£): 3,570 SF Gross density(Per UDC 11-1A-1): -8.32 DU/Ac Net density(Per UDC 11-1A-1): -12.19 DU/Ac Acreage of qualified open space: 0.72 ac Percentage of qualified open space: 11.09% Type and calculations of qualified open space provided in acres(Per UDC 11-3G-3B): Amenities provided with this development(if applicable): Type of dwelling(s)proposed: IN Single-family Detached ❑ Singlc-family Attached ❑ Townhouse ❑Duplex ❑ Multi-family ❑Vertically Integrated ❑ Other Non-residential Project Summary(if applicable) Number of building lots: 2 Common lots: Other lots: Gross floor area proposed: Existing(if applicable): Hours of operation(days and hours): Building height: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Wendy Shrief,Planner Applicant signature: Date: Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridianciiy.org/planning -2- Rev:(211112020) THE AY CJ-U'B J-U-B COMPANIES LANGDON Q MAPPYING GROU P INC. J•U•B ENGINEERS, INC. May 4, 2020 City of Meridian 33 E. Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: PINE 43 SUBDIVISION RESIDENTIAL 2 FINAL PLAT SUBMITTAL To Whom It May Concern: The final plat submittal package is enclosed for the proposed Pine 43 Subdivision Ph 1 located Pine Ave and Locust Grove in Meridian in Section 8,Township 3 North, Range 1 East, Boise Meridian,Ada County, Meridian, Idaho, and consists of approximately XX acres. The subdivision includes 68 buildable lots and 5 common lots. The specific provisions requested in the final plat application are intended to be addressed in the plat and construction documents as described below: • The final plat conforms to the approved preliminary plat. • The final plat conforms to the applicable provisions of the UDC. • The final plat and development plans conform to best management practices and acceptable surveying, engineering, and landscape architectural practices, and local standards. • Documents for reference: Development Agreement#2018-000751 and Ordinance#2018- 001519. Please feel free to contact me at 208.376.7330 if you have any questions. Sincerely, J-U-B ENGINEERS, Inc. Wendy Shrief,AICP a 250 S. Beechwood Avenue,Suite 201,Boise,ID 83709-0944 p 208-376-7330 f 208-323-9336 w www.jub.com ADA COUNTY RECORDER Christopher D.Rich 2018-023492 BOISE IDAHO Pgs=4 LISA BATT 03/16/2018 08:47 AM PIONEER TITLE COMPANY OF ADA COUNTY $15.00 C" O MO ATION, /V WARRANTY DEED FOR VALUE RECEIVED, C&O Development,Inc.an Idaho corporation, Does(DO) HEREBY GRANT, BARGAIN, SELL AND CONVEY UNTO C&O Development,Inc.,an Idaho Corporation whose address is: 250 S.Beechwood# 120, Boise,Idaho, 83704 The following described property in Ada County, State of Idaho More particularly described as follows,to wit SEE EXHIBIT"A" attached hereto TO HAVE AND TO HOLD the premises,with their appurtenances unto the said Grantee(s),and Grantee(s) heirs and assigns forever. And the said Grantor(s)does(do)hereby covenant to and with the said Grantee(s),the Grantor(s)is/are the owner(s)in fee simple of said premises;that said premises are free from all encumbrances,EXCEPT those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee(s); and subject to reservations,restrictions,dedications,easements, rights of way and agreements,(if any)of record,and general taxes and assessments,including irrigation and utility assessments,(if any)for the current year,which are not yet due and payable,and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. DATED: March 15,2018 C&O Development,Inc. Dennis M.Baker,President STATE OF IDAHO ) )SS COUNTY OF ADA ) On this 15th day of March, in the year of 2018 before me, the undersigned,a Notary Public in and for said state, personally appeared Dennis M.Baker known to me to be the President of C&O Development,Inc.,and the person whose name is subscribed to the within instrume and acknowledged to me that said corporation executed the same. — `�"✓ y-Public `L °••"••,�� Residing at:Nampa,,1d6fio 's® My commission expires: 10-28 023 a 'kaur s a ° °y° Aus,.%G•1 Page 1 of 4 02121/2020 9:13 AM • : I B "TMAY J-U 8 COMM LANBDiM i MA/ UG 13 flIC, J•U•B ENGINEERS,INC. Pine 43 Parcel 10 Boundary Description Project Number 10-16-037 February 1,2018 A Parcel of land situated in the northwest quarter of Section 8,Township 3 North,Range 1 East, Boise Meridian,City of Meridian,Ada County,Idaho,and being more particularly described as follows: Commencing at the center quarter-section corner of Section 8,Township 3 North,Range 1 East,Boise Meridian; Thence N89"54'57"W,2649.69 feet to the west quarter-section corner of Section 8; Thence N00°26'22"E,1485.44 feet along the west line of the northwest quarter; Thence S89°33'39"E,291.61 feet to the POINT OF BEGINNING: Thence continuing S89"33'39"E,216.54 feet to the boundary of Pleasant Valley Subdivision (Book 12 of Plats at Page 665, records of Ada County,Idaho); Thence S55°25'16"E,31450 feet along the boundary of Pleasant Valley Subdivision; Thence 565°20'40"E,214.62 feet along the boundary of Pleasant Valley Subdivision; Thence S26°22'56"w, 115.98 feet; Thence S28°14'17"W,47.01 feet; Thence S10°53'31"W,79.88 feet; Thence S30°30'44"W,105.98 feet; Thence S03"27'30"E,.28.83 feet; Thence S38°26'39"W, 110.92 feet; Thence S75°52'50"W,24,24 feet; Thence S39"10'56"W,20.99 feet; Thence 40.94 feet on a non-tangent curve to the left,concave southwesterly,having a radius of 300.00 feet,a central angle of L4 7°49'11",a chord bearing of N54°43'39"W,and a chord length of 40.91 S T feet; f'F �G C7 Thence 500"26'20"W,36,14 feet; Page 1 of 2 a 250 S.Beechwood Avenue,Suite 201,Boise,ID 83709 R 208-376-7330 '208-323-9336 w www.'ub.com Page 2 of 4 02121/2020 9:13 AM (07J B U71_7 ,+; J u-6 CnMRAN�ES .� uxeaaH f � M PMNa J•U•R ENGINEERS,INC. Parcel 10 continued... Thence N58'38'14"W, 120.03 fleet; Thence S99"33'42"E,60.32 feet; Thence N58'38'14"W,86.35 feet; Thence 75.55 feet on a curve to the right,having a radius of 180.00 feet,a central angle of 24°02'51",a chord bearing of N46'36'49"W,and a chord length of 74.99 feet; Thence N34'35'24"W,41.97 feet; Thence 230.17 feet on a curve to the left,having a radius of 238.00 feet,a central angle of 55'24'38",a chord bearing of N62'17'42"W,and a chord length of 221.30 feet; Thence N00'00'01"W,439.19 feet to the POINT OF BEGINNING. The above-described parcel contains 7.02 acres, more or less. LA tisrF�, sG� � Q Page 2 of 2 � qet S a 250 S.Beechwood Avenue,Suite 201,Boise,ID 83709 p 208-376-7330 f 208.323-9336 w www,jub.cam Page 3 of 4 02121/2020 9:13 AM ses°33'39.g Abe P A 4 i i Parcel 10 STI OF 0 rParcel 10 ti�zo18 Scale: 1 inch= 100 feet File: Fract 1:7.0192 Acres(305755 Sq.Feet),Closure:s72.5026w 0.01 fL(11337865),Perimeter=2410 ft. 01 s89.3339e 216.54 14 n58.3814w 120.03 02 s55.2516e 314.5 15 s89,3342e 60.32 03 s65.2040e 214.62 16 n58.3814w 86.35 04 s26.2256w 115.98 17 Rt,r=180.00,delta=024.0251,chord-n46.3649w 74.99 05 s28.1417w 47.01 18 n34.3524w 41.97 06 s10.5331w 79.88 19 Lt,r=238.00,delta=055.2438,chord=n62.1742w 221.39 07 s30.3044w 105.98 20 n00.0001w 439.19 08 s03.2730e 28.83 09 s38.2639w 110.92 10 s75.5250w 24.24 11 s39.1056w 20.99 12 Lt,r-300.00,delta=007.4911,chord=n54.4339w40.91 13 s00.2620w 36,14 Page 4 of 4 02121/2020 9:13 AM ADA COUNTY RECORDER Christopher D. Rich 2018-023493 BOISE IDAHO Pgs=3 LISA BATT 03/16/2018 08:47 AM PIONEER TITLE COMPANY OF ADA COUNTY $15.00 AE�i�l�ll�l��t���� �' �� WARRANTY DEED FOR VALUE RECEIVED, C&O Development,Inc. an.Idaho corporation, Does(DO) HEREBY GRANT, BARGAIN, SELL AND CONVEY UNTO C&O Development,Inc.,an Idaho Corporation whose address is: 250 S. Beechwood# 120, Boise,Idaho, 83709 The following described property in Ada County, State of Idaho More particularly described as follows,to wit SEE EXHIBIT"A" attached hereto TO HAVE AND TO HOED the premises,with their appurtenances unto the said Grantee(s),and Grantee(s) heirs and assigns forever. And the said Grantor(s)does(do)hereby covenant to and with the said Grantee(s),the Grantor(s)is/are the owner(s)in fee simple of said premises;that said premises are free from all encumbrances,EXCEPT those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee(s) ; and subject to reservations,restrictions,dedications,easements, rights of way and agreements,(if any)of record,and general taxes and assessments,including irrigation and utility assessments,(if any)for the cur-rent year,which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. DATED: March 15,2018 C&O Development, Inc. Dennis M.Baker, r sident .. STATE OF IDAHO ) )SS COUNTY OF ADA ) On this 15th day of March, in the year of 2018 before me, the undersigned,a Notary Public in and for said state, personally appeared Dennis M.Baker known to me to be the President of C&O Development,Inc.,and the person whose name is subscribed to the within instrum t and ackna dged to me that said corporation executed the same. - ..._..... a Public: ... s.«a�•• Residing at:Nampa,'Idalfe- 4 •"• s� My commission expires: 10- 8-2023 . TA�� • _ � „noes• e _ i Jousoct • •`: •• too OF!1�„<<•�` ■ f MR TMAY i U B COMPANIESLANGDON MGAAPPiNG !aeo1P qwe. J-U-B ENGINEERS,INC. Pine 43 Parcel 9 Boundary Description Project Number 10-16-0.37 February 1,2018 A parcel of land situated in the northwest quarter of Section 8,Township 3 North, Range 1 East, Boise Meridian,City of Meridian,Ada County, Idaho,and being more particularly described as follows: Commencing at the center quarter-section corner of Section 8,Township 3 North,Range 1 East, Boise Meridian; Thence N89"54'57"W,2649.69 feet to the west quarter-section corner of Section 8; Thence N00°26'22"E, 1044.00 feet along the west line of the northwest quarter; Thence N89°59'59"E,55.23 feet to the east right-of-way line of N. Locust Grove Rd.,the POINT OF BEGINNING: Thence N00"13'53"W, 135.81 feet along the east right-of-way line of N. Locust Grove Rd.; Thence N00026'13"E,305.22 feet along the east right-of-way line of N, Locust Grove Rd.; Thence S89"33'39"E,237.99 feet; Thence S00°00'01"E,439.19 feet; Thence S89059'59"W,239.76 feet to the POINT OF BEGINNING. The above-described parcel contains 2.42 acres,more or less. LA 4 Page 1 of 1 CC S a 250 S.Beechwood Avenue Suite 201 Boise [D 83709 208-376-7330 208-323-9336 w www-'ub.com n 589°33'39'e _ 3 .99 m Parcel 9 �. a m �m D � 0 0 239.75 ;3► ��0 s88' 9 8 - Parcel 9 2/1/2018 Scale. 1 inch=60 feet Fife: Tract 1:2.4190 Acres(105371 Sq.Feet),Closure:s42.2344w 0.01 ft(11213252),Perimeter-1358 fl 01 n00.i 353w 135.81 02 n00.2613e 305.22 03 s89.3339e 237.99 04 s00.0001e 439.19 06 s89.5959w 239.76 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) (name) (address) (city) (state) being first duly sworn upon,oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: (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. 1 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). It Dated this 15 day of 20 �tD (Signature) SUBSCRIBED AND SWORN to before me the day and year first above writt ���a�alllra��ii (Notary Public for Idaho) • WN CoMMIoo" ti22420�� Residing at: 06! Nq �pP•',��ry My Commission Expires: Irrllll Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancilk.orwDlanning (03/27/2020)- IN. 't. Pine 43 Subdivision Phase 2 IandproDATA z L7 v C %ew i ' z i CL FM �ptuekcr i n � Q t- s z r 11 w �s ilia G El �1— �o G i- 43°36'45.18" N 116°22'01.92" W May 07, 2020- IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 300 feet purposes only and do not constitute a legal document. 7 , E. FAIRVIEW AVENUE FT T_ 0 250 500 W SCALE IN FEET PROJECT z W LOCATION m u W 3 m Z fJ / NO I.L N \5\ON LL `2 U_ z N VV N U O J Z a F 0 E. PINE AVENUE wI �z LIE <o m PINE 43 SUBDIVISION NO. 2 N 8 MERIDIAN, IDAHO VICINITY MAP _ mja J-U-B ENGINEERS,INC. FILE: TH GATEWAY (rJ-U'B J-U-3 COMPANIES ® LANGOON MAPPING GROUP INC. J•U•B ENGINEERS, INC. EXHIBIT"A" PINE 43 SUBDIVISION No. 2 BOUNDARY DESCRIPTION That portion of the Northwest Quarter of Section 8,Township 3 North, Range 1 East, Boise Meridian, City of Meridian,Ada County, Idaho, more particularly described as follows: Commencing at the west quarter corner of Section 8,Township 3 North, Range 1 East, Boise Meridian, from which the northwest corner of said Section 8 bears North 00°26'22" East, 2,649.67 feet;Thence North 00°26'22" East, 1,096.38 feet along the west line of said Section 8;Thence South 89°33'38" East, 54.62 feet departing from said west line to the east right-of-way line of N. Locust Grove Road and the POINT OF BEGINNING; Thence N 00°13'53" W,83.85 feet along said east right-of-way line; Thence N 00°26'13" E, 305.22 feet continuing along said east right-of-way line; Thence S 89°33'39" E, 454.52 feet departing from said east right-of-way line to the southwesterly boundary of Pleasant Valley Subdivision according to the official plat thereof filed in Book 12 of Plats at Page 665,Ada County Records; Thence S 55°25'16" E, 314.50 feet along said southwesterly boundary and the southwesterly boundary of Little Creek Subdivision No. 1 according to the official plat thereof filed in Book 117 of Plats at Pages 17804 through 17810, Ada County Records; Thence S 65°20'40" E, 214.62 feet continuing along the southwesterly boundary of said Little Creek Subdivision No. 1 to the most northerly corner of the boundary of Pine 43 Subdivision No. 1 according to the official plat thereof filed in Book 116 of Plats at Pages 17597 through 17604, Ada County Records; Thence along the northwesterly boundary of said Pine 43 Subdivision No. 1 the following eleven (11) courses: Thence S 26°22'56" W, 115.98 feet; Thence S 28°14'17" W,47.01 feet; Thence S 10°53'31" W, 79.88 feet; Thence S 30°30'44" W, 105.98 feet; Thence S 39°08'31" W, 20.00 feet to the beginning of a non-tangent curve; Thence along said non-tangent curve to the right an arc length of 6.58 feet, having a radius of 451.50 feet, a central angle of 00°50'08", a chord bearing of S 50°26'24" E and a chord length of 6.58 feet; Thence S 11°27'39" E, 7.38 feet; Thence S 26°08'55" W, 15.61 feet; Thence S 29°41'49" W, 26.24 feet; Thence S 36°47'36" W, 26.24 feet; Page 1 of 2 PINE 43 SUBDIVISION No. 2/ BOUNDARY DESCRIPTION a 250 S.Beechwood Avenue,Suite 201, Boise, ID 83709 p 208-376-7330 w www.jub.com TH GATEWAY (rJ-U'B J-U-B COMPANIES ® LANGOON MAPPING GROUP INC. J•U•B ENGINEERS, INC. Thence S 46°36'49" W,45.75 feet to the northeasterly and northerly right-of-way line of E. State Avenue as described in that Warranty Deed to the Ada County Highway District recorded under Instrument No. 2019-037535, Ada County Records; Thence along said northeasterly and northerly right-of-way line the following fourteen (14) courses: Thence N 49°46'47" W,49.77 feet; Thence N 58°38'14" W, 141.25 feet to the beginning of a curve; Thence along said curve to the right an arc length of 59.39 feet, having a radius of 141.50 feet, a central angle of 24°02'51", a chord bearing of N 46°36'49" W and a chord length of 58.95 feet; Thence N 34°35'24" W,41.97 feet to the beginning of a curve; Thence along said curve to the left an arc length of 196.95 feet, having a radius of 276.50 feet, a central angle of 40°48'45", a chord bearing of N 54°59'46" W and a chord length of 192.82 feet; Thence S 68°10'22" W, 20.23 feet; Thence N 79°53'19" W, 15.17 feet; Thence N 41°16'36" W, 18.91 feet; Thence N 00°00'01" W, 13.07 feet; Thence S 89°59'59" W,47.00 feet; Thence S 44°59'59" W, 28.28 feet; Thence S 89°59'59" W, 165.39 feet; Thence N 45°06'57" W, 28.34 feet; Thence S 89°46'07" W, 11.00 feet to the POINT OF BEGINNING. The above-described parcel contains 8.69 acres, more or less. END DESCRIPTION This description was prepared by me or under my supervision. If any portion of this description is modified or removed without the written consent of Robert L. Kazarinoff, PLS, all professional liability associated with this document is hereby declared null and void. Robert L. Kazarinoff, PLS 16642 o ,-c 0 Date o O qT OF KA7�' 9 APR 2020 Page 2 of 2 PINE 43 SUBDIVISION No. 2/ BOUNDARY DESCRIPTION a 250 S.Beechwood Avenue,Suite 201, Boise, ID 83709 p 208-376-7330 w www.jub.com Exhibit B—Preliminary Plat(dated: 8/28/17) PRELIMINARY PLC. I: Eas,INONRr IEaE 0 PINE 43 SUBDIVISION WTATED IN THE WEST HAV OF SECTION 8, TOWNSHIP 3 NORTH RANGE 1 EAST.OM MERIDIAN MERIDIAN,IDAHD Q 2017 � f .w, ,a s -.. — -- - _ �m�l - - ' -rc"i'..�Rwr.s+`•,e rzl+ - �`� � g� _� �, BCNE xIfEEf R �x.nr�lue s rxn.nn _. rr.,uwvw J C� Nl/q -[V tml rurn,r I I— $ F' I., 77 _ INDEX SHEET - -•- �'s+� z+ ws,.«G Na«�vwm mxurac u xrh, ,yp,x[Mb rylr�glpr9 I' Mfx wm m 3 Z L rmlCtrt w:u m asl,..M l,ruC®coxuhvNs ,mf1 Iwm vnm NV r+vi3V Fqr ,�� u xNararE,e�m' �m cc G'^cnrr g 4• amrwe+r a °° ��e/ ' _ �' � PP-,1 SENiR Il1E LD•Ji1PM R/N 1 SlPSi'19•E 1 3 -- -yam pD_!1 SENlA FWlRfS l4-[ �. r�,y Px [3 SExER AlMgt§E- MOF p I ,I • BF, —il 1 !� J w-e� SexER PkMLES x-a !1 a r TT ro eS FE/FR .Fldi'LLS P-R �E�� LES RI-W FII F I •.�-{ ET _ _ SE7R RlOflL4 x-CC iaxa Y M<MID Ix1YR fll{{4,xx x,lms fwE r rnmllco wM rb O%wh MOXMY Op14L�MxrOV L[wp'+�lox rorpw ffAYGMM rnw awon o axc x ,.....war, -— _ •r • _ x wi[R«:4 w mYmclm x t 4 x. a.wah],rm r.]i t�>,a n v H EL x 2 c •6 '�. -• ' r me i..a dna e'w'F;o`r a s «wax wls l 1. 1. %y�q a si«'eraar i i«s i•n mix.�,,,. • s. ;t l]«wlO,u m k0},G 16,9, fWxJll/IP l«f v!!'6 wx W65tNW 11r�i1V.Y1w ..,. i.. • �,fn¢ur�sc aErriw.n ar,rw vrr n..,rw:..wrun mrriwx,renmm nsw ro ana cwcrco ro wrN _'lry Nern xx f � '-� � -- � - - s wwc uwlo swi,nnxa wn.m e�swim ro+raw,a awwn naaz xn iwr.wv.«l.rvrwc sze.na' �+-�4 m"' m rmw],sor>,.xs a anw+w w,4r wrulrrulr a. RhY 1p[fit lw orax Y ""u I '1 �0. NmwM9 ate[auerar ' mx.[mz.umPn xM u 9lxiCrtrcA,�fP A(,YrO wr 6)0 V •.- ,.YI�WfY�i 001MA 10M1 Yf WFhD.nnrwarT,K Pmo�Nn uc mmm w ra "tVs fwi!!(wtl Nr0 a •• . ! r ,2 Kmrrl�Momr�P6n�i.l E8n P+�m G_ .._ SHE T ll�S I I m+o rvn swc alrlro nccwmws x vwc,A..<,.c w M[ a I -�- _4 _;II _.. _ v ro. mr.[,wx, m�.x[om], wu to o.a,w L V R� •xwm„u _ _ csvrnem axili orrnraE[me wR+K ioulr«cw.»:_ _ s sw a � __--- ---, __ .r. M.—. I`N.vOn xlBrruoE r]rxN`l umNwx+s.ro wsr,c a+E l.w.w m uex rnua am "` I�� �� + -•.,SHEET 8 � nn"'max'p axR w,a n� - • $ --.1''�`.wv oomn;"-p�W �x�M ccrt]�ic+nox n- ��.�� q0.alrxs'm MG n.n lraAq oE'YELaPFAN1tNJt 'j,0 GYIL ENGRWER R`a wxum awo.iw. 2 m lc F m s As a off» '�'slkrEis` NeE*xuRrx _ _ xrxxlxxl R-if� x. ol� �n dle. a d x„m PP-01 6N[rR l4xF: C-0 imals-lsu ]v}ye-l1n Pine 43 Subdivision No. 1 —FP H-2018-0073 7 PLAT SHOWING PLAT BOOK PAGE Pine 43 Subdivision No . 2 HEET 2 Situated In the Northwest Quarter of Section 8, Township 3 North, Range 1 East, Boise Meridian, H City of Meridian , Ada County, Idaho. SHEET INDEX 2020 1 " = 300' [5291] Brass Cap E. Fairview Ave CP&F No. 111065664 6 5 S89°59'19"E 5 - - - - - - - - - - - - - - - 7 8 2652.60' 8 [7880] Aluminum Cap CP&F No. 2019-055314 1 Pleasant Valley Subdivision Legend Subdivision Boundary Line 1 - Lot Line / - Right-of-way Line [11334] S89033'39"E 454.52' \ / / - Section Line 1 �30 WC• / - - - Center Line SSS , Little Creek — — — — — — — - Adjacent Property Line 1 Subdivision No. 1 - Match Line N39 38 37 5�6�� 1 - -- -- -- -- -- -- -- -- - Tie Line PliLn 6 36 Jackson Drain 1 - — — — — — — — - - Utility Easement Line O 40 35 37 Inst No. 187785 1 - — — — — — - - ACHD Drainage Easement Line 34 33 1t% I - Landscaping Buffer Line 00 1 _ \ 32 i + - Section Corner, as noted \ 31 3 M S6S° �4= - Quarter-Section Corner, as noted o; (0 > \ 30 • -- ?o� I L (V• Q 19 F' \ 2g 214 6 40'' I o - Found 1/2" Rebar, with Plastic Cap Marked mN O 18 17 ?• E I I J-U-B 8077 , unless otherwise noted M _ Z o 16 obi, 28 I Paddington Subdivision 1 0 - Found 5/8" Rebar, with Plastic Cap Marked o N 15 14 O\ 27 - "J-U-B 8077", unless otherwise noted I L • Set 1/2"x24" Rebar,�� with N 1 [5082] \ 13 \\ Block 3 25 24 [1 1�34 J M o Plastic Cap Marked J-U-B 16642 m bb i 41 E 22 \ 12 26 23 22 30' WC \ LO 1 O• - Set 5/8 x24 Rebar,�� with b Plastic Cap Marked J-U-B 16642 Z J � 21 20 Block 5 / S26°22'56"W N O - Set 1 -3/16" Bernt'sen BP Cap with Magnet 1 1 1334] • •Z • 19 18 / 10 � � , 1 1334] 115.98 � � \ 1 Marked J-U-B 16642" 17 9 1 ® - Set 1/2"x24" Rebar, with TS8(� ° . • 16 S28°14'1 7"1N - PointPlasticNoa SetaoreFoudSEMENT JUB 16642" 8 [11334]N659399 W L13 0 1514 2 47.01 C# — Curve Number (Typical) OL12 � C' 13 7 S10°53'31 "WL# - Course Number (Typical) 16 L1 1 L9 `Sl` 3 6 # - Lot Number (Typical) � w q�C� \ 12 5 71334] 79.88 1 11 4 [####] - PLS Number Found on Monument v oo I Point of Beginning ",O\ • S30°30'44"W 1 Block 4 3 1 WC - Witness Corner � r I MCA • 10 \ 105.98 RM - Reference Monument 9 8 [1 334] Z 00 7 L2 Pine 43 Subdivision No. 1 \ 6 5 C1 \ NS 4 VL L3 Line Table — This Sheet Only Line Table — This Sheet Only 83 3 hV Line # Direction Length Line # Direction Length ,1,7 71 2 v I _ ? � �j • (0L1 N00°13'53"W 83.85' L9 S68°10'22"W 20.23' S I 00 L2 S39°08'31"W 20.00' L10 N79°53'19"W 15.17' N49°46'47"W ^ • � \ \ p L3 S11°27'39"E 7.38' L11 N41°16'36"W 18.91' 49.77 \ 1 L4 S26°08'55"W 15.61' L12 N00°00'01"W 13.07' L5 S29°41'49"W 26.24' L13 S89°59'59"W 47.00' \ \ 1 0 100 200 L6 S36°47'36"W 26.24' L14 S44°59'59"W 28.28' I I L7 S46°36'49"W 45.75' L15 N45°06'57"W 28.34' C 1/4 - [7880] Scale in Feet L8 N34°35'24"W 41.97' L16 S89°46'07"W 11.00' Aluminum Cap 8 2649.690 CP&F No. 2019-055315 Q - - - - - - 0 [5291] N89°54'57"W Brass Cap E. Pine Ave CP&F No. 107150725 o Curve Table — This Sheet Only �. I OF ��\�� (rJE 0 mop, Curve # Length Radius Delta Chord Bearing Chord Length �C' 7_,:� C1 6.58' 451.50' 0°50'08" S50°26'24"E 6.58' 14 MAY 2020 C2 59.39' 141.50' 24°02'51" N46°36'49"W 58.95' THIS IS A DRAFT VERSION OF THE PLAT .I-U-13 ENGINEERS, INC. AND IT IS PRELIMINARY IN NATURE. IT HAS C3 1 196.95' 1 276.50' 1 40°48'45" 1 N54°59'46"W 192.82' NOT YET RECEIVED AGENCY APPROVAL NOR HAVE MONUMENTS BEEN INSTALLED. 250 South Beechwood Avenue Suite 201 Boise ID 83709-0944 NOT FOR RECORDATION p 208 376 7330 wwww.jub.com JUB Project No. ---- SHEET 1 OF 7 PLAT SHOWING PLAT BOOK PAGE Pine 43 Subdivision No . 2 I I[11334] S89°33'39"E 454.52' 275.98' I I I I N N 0 30 60 (.0 O I I O ZD I Z Scale in Feet o I00 LO 0 N 40 — C99 I N N \ \ O W G�G�D� ' H I � N I SHEET INDEX • / i 1 " = 300' O G,l1 z - - • I C I • S89°58'01"E 216.05' N I 19 I � I I I o � o I ' 0 ' rn b0 I z04 I I I rnc'� 0) 00 R9'•pp, N 0) I S� C55 0 N p W ON• O , I LO — 0 3: �<0 CL I � [5082] O 0 O.Sh 00 1 p. r L 41 z I 22 O 25' p� ai 1 I NI o Pao I � � � F� OF � \ !� J o I T KAlP C 14 MAY 2020 0 N ov 00 I THIS IS A DRAFT VERSION OF THE PLAT 0 z AND IT IS PRELIMINARY IN NATURE. IT HAS Z NOT YET RECEIVED AGENCY APPROVAL I I[11334] NOR HAVE MONUMENTS BEEN INSTALLED. NOT FOR RECORDATION �- -------- ------ • ti° • L N • I S77°49'25 23• S89°59'59"W • >> 1CJ , • I I 165.39' L 10 I00 I I J-U-B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 w www.jub.com SHEET 2 OF 7 PLAT SHOWING PLAT BOOK PAGE Pine 43 Subdivision No . 2 q Jackson Drain Curve Table - This Sheet Only HEET 2 i Inst No. 187785 Curve # Length Radius Delta Chord Bearing Chord Length S55°25'16"E 314.50' C3 196.95' 276.50' 40°48'45" N54°59'46"W 192.82' C4 375.85' 399.50' 53*54'13" N63°02'55"W 362.14' H 00 26 S58°22'48"E 'S�, 0`L C7 74.80' 45.00' 95°14'14" S47°37'05"W 66.48' 30' WC 'S�• � SHEET INDEX • • ,17.,69' • 45' S56°45'30"E 78.94' S57°57'44"E 43.99 �'• ti 541,30, C8 421.87' 538.00' 44°55'41" N62°17'57"W 411.14' S53 05 07 E 87.13' S57 50 02 E 80 1"E 3 1 " = 300' 39 89, 39.39' 39•59- - - - - _ 3 $�6`23' C1 1 327.92' 389.50' 48°14'16" N60°12'S7"W 318.32' 44.52' 39.55 - - t 42.61 '- 40.56 - - - - - - - - - - - - - I C16 346.74' 409.50' 48°30'53" N60°21'15"W 336.48' _ _ - - - o 4j� Dc6 / o C17 35.74' 21.50' 95°14'14" S47°37'05"W 31.76' / -10. 0 I C18 403.44' 514.50' 44°55'41" N62°17'57"W 393.19' W W W g v Z Z bo C23 440.30' 561.50' 44°55'41" N62°17'57"W 429.10' // Z N Block 3 4 �, N 31 4 N 3� O 29 Ib r O C24 113.86' 68.50' 95°14'14" S47°37'05"W 101.20' O O N O 33 O 32 JO rn 4 rn 60 rn O 28 LO 00 C25 27.80' 389.50' 4°05'24" N82°17'23"W 27.80' '_� 35 Lp �' 34 N 00 o Z PO Z Z C26 32.55' 389.50' 4°47'17" N77°51'03"W 32.54' 71- 3610 Lix � W I z C27 32.55' 389.50' 4°47'17" N73°03'45"W 32.54' c j _o C28 32.55' 389.50' 4°47'17" N68°16'28"W 32.54' / 37 O. 0, � � _o - - C29 32.55' 389.50' 4°47'17" N63°29'10"W 32.54' � - - C30 32.55' 389.50' 4°47'17" N58°41'53"W 32.54' `� °" O o �' �_ - - - C91 C90 C89 C88 - � 38 �; C92 C87 C31 32.55' 389.50' 4°47'17" N53°54'35"W 32.54' 01 C23 o_ C93 I C23 C32 32.55' 389.50' 4'47'17" N49°07'18"W 32.54' 0": e C38 23.11' 276.50' 4°47'17" N44°20'00"W 23.10' � c9� on Dr• _ _ _ c _ E. Knob _ _ - - C39 23.11' 276.50' 4°47'17" N49°07'18"W 23.10' C40 23.11' 276.50' 4°47'17" N53°54'35"W 23.10' 6 C41 23.11' 276.50' 4°47'17" N58°41'53"W 23.10' C1$ C71 C72 C73 C74 C42 23.11' 276.50' 4°47'17" N63°29'10"W 23.10' _ _ _ _ C43 23.11' 276.50' 4°47'17" N68°16'28"W 23.10' C7o - - - - - C44 22.84' 276.50' 4°44'02" N73°02'07"W 22.84' C47 33.35' 409.50' 4°39'59" N47°45'19"W 33.34' C48 33.35' 409.50' 4°39'59" N52°25'18"W 33.34' 3 C49 33.35' 409.50' 4°39'59" N57°05'17"W 33.34' / w ' N • i � O � Itp d- O 3 C50 33.35' 409.50' 4°39'59" N61°45'17"W 33.34' 6� N w 13 12 �t U; 14 P p L 11 C51 33.35' 409.50' 4°39'59" N66°25'16"W 33.34' r; Block 5 cn Ln o o, o Grob i o' N 0 15 � N � o C52 33.35' 409.50' 4°39'59" N71°05'15"W 33.34' i 16 p I N C53 33.35' 409.50' 4°39'59" N75°45'14"W 33.34' U U U ^ 17 00" C54 33.35' 409.50' 4°39'59" N80°25'14"W 33.34' / > > U I Oy\ - - - C55 13.28' 409.50' 1°51'29" N83°40'58"W 13.28' O., - � - C66 18.05' 514.50' 2°00'34" N83°45'30"W 18.04' \�1p 19 O� Os 18 ��" _ � _ _ _ _ _ _ - �+ - C50 C49 C48 C47 .O C67 41.90' 514.50' 4°39'59" N80°25'14"W 41.89' • \\ �� O. C51 C16• Alley C68 41.90' 514.50' 4°39'59" N75°45'14"W 41.89' 00• \ C52 _ - - - C69 41.90' 514.50' 4°39'59" N71°05'15"W 41.89' C4 C11 C70 41.90' 514.50' 4°39'59" N66°25'16"W 41.89' 'J O C5 • / ' o " C29 C30 - - - C31 - - C32 C33 C71 41.90' 514.50' 4°39'59" N61°45'17"W 41.89' cS� 61, \ \ C72 41.90' 514.50' 4°39'59" N57°05'17"W 41.89' �J \� G C73 41.90' 514.50' 4°39'59" N52°25'18"W 41.89' 22.00� G55 • / / • / / C74 41.90' 514.50' 4°39'59" N47°45'19"W 41.89' %> \ N42.49,5C26 "6 1 Block 4 C88 33.82' 561.50' 3°27'02" N50°05'24"W 33.81' 00 \ \�/j,� G'L� N 18 N � o -'�� 3 I C89 33.82' 561.50' 3°27'02" N53°32'26"W 33.81' Oo � O O p s P cn 17 q 16 rn O N o C90 33.82' 561.50' 3°27'02" N56°59'29"W 33.81' Line Table This Sheet Only O� 9� �'pO • �(p M W �'� N 15 O O O j N r7 50 �i I14 C91 33.82' 561.50' 3°27'02" N60°26'31"W 33.81' Line # Direction Length O' OO, N 22 O �,+ cD" 19 O 0 ILO N ^ C92 33.82' 561.50' 3°27'02" N63°53'33"W 33.81' ��- O 2° Common Lot 20 'o � " N c� L9 S68°10'22"W 20.23' > f \ ` c3`_ O Q� � C93 33.82' 561.50' 3°27'02" N67°20'36"W 33.81' L11 N41°16'36"W 18.91' �O� S 21 O" I ( C94 33.82' 561.50' 3°27'02" N70°47'38"W 33.81' O L12 N00°00'01"W 13.07' i9� O 7. O\\ 00°\ j u L O C95 33.82' 561.50' 3°27'02" N74°14'41"W 33.81' L13 S89°59'59"W 47.00' �� ��' O ' S\ S O - - - - - - _ _ -j I ��G\ ��O�j C96 33.76' 561.50' 3°26'40" N77°41'32"W 33.75' �Oo �� ' C42 C41 C40 C39 \Q 00 S77°49'25"E C43 C3 C38 0 �` 23. 6' CA�� E. State Ave OF P� ■ ■ Curve Table - This Sheet Only \ • \ =� _� � Curve # Length Radius Delta Chord Bearing Chord Length •\ mlm -1 -� 14 MAY 2020 C97 33.82' 561.50' 3°27'02" N81°08'23"W 33.81' �� • • • _ CAJ-U-p ENGINEERS, INC. C98 18.60' 561.50' 1°53'54" N83°48'51"W 18.60' �1�J l� 1 �'�� 0 THIS IS A DRAFT VERSION OF THE PLAT 30 60 AND IT IS PRELIMINARY IN NATURE. IT HAS C99 14.19' 68.50' 11*52'03" S89°18'1 1"W 14.16 NOT YET RECEIVED AGENCY APPROVAL 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 • \ NOR HAVE MONUMENTS BEEN INSTALLED. p 208 376 7330 w wwwjubcom C100 99.67' 68.50' 83'22'11" S41°41'04"W 91.11, NOT FOR RECORDATION SHEET 3 OF 7 Scale in Feet www.jub.com PLAT SHOWING PLAT BOOK PAGE Pine 43 Subdivision No . 2 Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C1 6.58' 451.50' 0°50'08" S50°26'24"E 6.58' C2 59.39' 141.50' 24°02'51" N46°36'49"W 58.95' ' I 00 I 10'II � C3 196.95' 276.50' 40°48'45" N54'59'46"W 192.82' I S43°16 21 W I I 0 29 I W N Ln U U; C5 40.82' 100.00' 23°23'27" S47°47'32"E 40.54' I 1 N U / Qp'n 00 113. I IO I S _ I C6 69.51' 461.50' 8°37'48" N55°10'22"W 69.45' SHEET 3 U v 'Qg"SHEE 4 101-1 N41°38E 00 ph 0 rri I C8 421.87' 538.00' 44°55'41 N62°17'57"W 411.14 ' $48. 13' 44'34f4l 101.35' 0 » w C9 78.87' 100.00' 45*11'30" S62°25'51"E 76.85' W 3.84 113'00, I 105,00' 00C10 58.65' 150.00' 22°24'06" N73'49'33"W 58.27' I I I ►� I . /-10• i V I U I 28 N Off; C12 44.91' 110.00' 23°23'27" S47°47'32"E 44.60' 3 / •1p20 0 I wI N45°05'10j, l �� ;0 0 30 60 C13 68.00' 451.50' 8°37'48" N55'10'22"W 67.94' • 54 / I10' �FI7 1 E rn 11 w d I v 23,5' 9888, / C14 71.02' 471.50' 8°37'48" N55°10'22"W 70.95' 1N 12.25' 11302, U / S49°14'40»w I 23.5' (0I ^ C15 36.74' 90.00' 23°23'27" S47'47'32"E 36.49' 40 0) 2 / a / 105 00, I I U I 27 Scale in Feet $53• C18 403.44' 514.50' 44°55'41" N62°17'57"W 393.19' / / 54'11"w C35 / ^ I / ^ o C18 403.44' 514.50' 44°55'41" N62°17'57"W 393.19' 42' / ° �� � 9 U • N4$°32,12»E / M C19 97.41' 123.50' 45*11'30" S62°25'51"E 94.90' / of o� $ U 10'� Jackson Drain C20 49.46' 126.50' 22°24'06" N73°49'33"W 49.15' �0' ^ ^ ,s3 53°54' » I ^ 97•72' Inst No. 187785 / $51.06'44,, l • /� �^/l 110 8 11 w I U s 9�O C21 67.84' 173.50' 22°24'06" N73'49'33"W 67.40' of � M 0 °)/ 6 10' 1 c00 a Block 3 C22 60.34' 76.50' 45*1 1'30" S62°25'51"E 58.79' N U I 4 C56 : Z Mom/ �sos�Oi,� 26 C23 440.30' 561.50' 44°55'41" N62°17'57"W 429.10' U I 1 0 10'� ° $ I J i O oc0��� mmon Lot I C33 32.55' 389.50' 4°47'17" N44°20'00"W 32.54' I I i ° i / S34°27'09"E p0 c° N �c0 ����` `S3° U1 S4Q 2 I U U / V-0) •30 o4'"E 57�� IJ C34 34.23' 389.50' 5°02'07" N39°25'18"W 34.22' N 2 16 W I u, �° S42° ' 20.94 / N27 \ r, I ? C35 5.49' 389.50' 0'48'26" N36'30'02"W 5.49' 1 1 15.1 1' .� U 31 46 W / 109.48 \\ ��'' '��y O U \ C36 12.76' 276.50' 2°38'39" N35°54'43"W 12.76' I Block 4 00 1 v 1 115.55' N I 9 1 U 25 8,20' \ C37 22.71' 276.50' 4°42'19" N39'35'12"W 22.70' 2.79' . Block 5 / I 7 j C38 23.11' 276.50' 4'47'17" N44°20'00"W 23.10' I 10' S30'30'44»W 10' I O �C� ��S �j'\\ 2'56 E C45 33.30' 409.50' 4°39'31" N38'25'34"W 33.29' -� N° w I 0 O N26 2 10'-'1 I 113.35 �� 11172 1 W N C46 33.35' 409.50' 4°39'59" N43°05'20"W 33.34' 44"W \ cn 0 6'-. I $ II i II 13 S30°30' 24 1\ N 5 C56 4.69' 1 10.00' 2°26'41" S37°19'09"E 4.69' \s czi� o I 1 o s ��. ^, �O \ 105•00' I 7i C' \ C57 21.29' 110.00' 11*05'15" S44°05'07"E 21.25' S30°30'44 W \ 6, s \ I "' cr I 191 ,56„E c.r fTl (� 113.73' O O,+ 0�9. \ N26 2'2 \ O C58 18.93' 1 10.00' 9°51'32" S54°33'30"E 18.90' CP LA t!) °� U I 7 II N I � P I 6 II o � \ gg,21' 1 v, C59 31.13' 451.50' 3°57'00" N57°30'46"W 31.12' \, 0 I IQ. 0 'P O I \ C60 31.38' 451.50' 3°58'55" N53°32'48"W 31.37' CD o I 10 S30°30 44 W I N° �' I S30°11 30'44"W I �_ • \ 1 r'- 23 1 cw D I 114.109 I U' 105.op' I W 1 n \ 1 3 C61 5.50' 451.50' 0°41'52" N51°12'25"W 5.50' �p N 6 I 00 \ I I �' m \ , 6"E C62 35.10' 471.50' 4°15'53" N52'59'25"W 35.09' o \ \ 5 U' I 10'--I D I 10 r, N26 22 1 p I ,f 5 \ ' 1O'�\ W C63 35.92' 471.50' 4°21'55" N57°18'19"W 35.91' S30°30 44 W U' I I 92•09 N I I N I O I I ( O\ 6.00' 1 C64 21.35' 90.00, 13°35'32" S52°41'30"E 21.30' � 114.47 _ \ \ � I o S30°30'44"W �p N n 1 22 11 > N C65 15.39' 90.00' 9°47'56" S40°59'46"E 15.37' � I 5 I I 0 o0 • 105.00' 2 0 1�10' 30' WC 24 C74 41.90' 514.50' 4°39'59" N47°45'19"W 41.89' I , I--10' S30'30'44"W I V ' I � 1 I � w � Common Lot � � \ 85•9$ 115°c�$'\ 1 C75 41.90' 514.50' 4°39'59" N43°05'20"W 41.89' 114.84 4 S26.22 56 W \ C76 8.27' 514.50' 0'55'14" N40°17'43"W 8.27' rn l I � \ 0 1 I r 0, 23.50 \ 1 W I 7 12' 4 I U' I „ I ^? 00 23'5 , e+W '�� \ C77 34.37' 123.50' 15°56'40" S47'48'26"E 34.26' 10'--► ' I S30°30'44 W $°14 17 1 S34°27'44"W 90 105-12 ,88' m �, ��SZ 1 J \ C78 11.42' 123.50' 5°17'57" S58°25'45"E 11.42' 1 15.48 I U S53°41 15 E .IOC. 1IS* ) J C79 51.62' 123.50' 23°56'53" S73'03'09"E 51.24' M 3 1 U 3 25.13' 1 10 GJ�J // I - - - - - C80 24.80' 173.50' 8°1 1'28" N66°43'13"W 24.78' dam' N 1 I U U I 10 S / 1 C81 36.01' 173.50' 11*53'26" N76°45'40"W 35.94' 'fi S38°26 39 W + I l 1 C82 7.03' 173.50' 2°19'13" N83°52'00"W 7.03' �13' 105.98 '� _ Z to 1 17.02' C61 ,4 A SSW �� _ - - - 1 Lf YY C83 9.05' 76.50' 6°46'30" S81°38'21"E 9.04' S30 30 _ - _,�- Line Table - This Sheet Only 1 rn 2 L2 �� C84 51.29' 76.50' 38°24'59" S59°02'36"E 50.34' • Common Lot .►� - P;ne Aye• Line # Direction Length \ L7 Lq C) �� _ N SCots L2 S39°08'31"W 20.00' 1 C85 15.96' 561.50' 1°37'41" N40°38'57"W 15.96' L6 L5 L3 S11°27'39"E 7.38' 1 C86 33.82' 561.50' 3°27'02" N43'11'19"W 33.81' L � 1 C87 33.82' 561.50' 3°27'02" N46°38'21"W 33.81' II Pine 43 Subdivision No. 1 L4 S26°08 55 W 15.61 `' �\ `r L5 S29°41'49"W 26.24' ��� I L6 S36°47'36"W 26.24' I I L7 S46°36'49"W 45.75' Q`ZO \ \ L17 N62°37'29"W 9.90'L18 N62°37'29"W 9.55' � KAl OF T HEET 2 �- Curve Table - This Sheet Only 14 MAY 2020 \ Curve # Length Radius Delta Chord Bearing Chord Length L19 N62°37'29"W 10.26' THIS IS A DRAFT VERSION OF THE PLAT -u-B ENGINEERS INC. C101 42.91' 141.50' 17°22'28" S43°16'37"E 42.74' AND IT IS PRELIMINARY IN NATURE. IT HAS 1 NOT YET RECEIVED AGENCY APPROVAL SHEET INDEX C102 16.48' 141.50' 6°40'23" S55°18'03"E 16.47' NOR HAVE MONUMENTS BEEN INSTALLED. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 1 " = 300' NOT FOR RECORDATION p 208 376 7330 w www.jub.com SHEET 4 OF 7 PLAT SHOWING PLAT BOOK PAGE Pine 43 Subdivision No . 2 Notes Easement Notes 1. Lot 26 of Block 3, Lots 2 and 22 of Block 4, and Lots 2 and 19 of Block 5 are common lots which shall be owned and maintained by the Pine 43 Subdivision Homeowner's Association. 1. Lot 26 of Block 3, Lots 2 and 22 of Block 4, and Lots 2 and 19 of Block 5 are hereby 2. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at designated as having a Utility Easement co—situated (i.e. blanket easement) with said lots. the time of re—subdivision. 2. All Utility Easements shown or designated hereon are non—exclusive, perpetual, shall run with the 3. The development of this property shall be in compliance with the Meridian City Zoning Ordinance. land, are appurtenant to the lots shown hereon, and are hereby reserved for the installation, maintenance, operation, and use of public & private utilities, pressurized irrigation, sewer service, 4. Minimum building setback lines shall be in accordance with the City of Meridian's Zoning cable television/data; appurtenances thereto; and lot drainage. Ordinance at the time of issuance of the building permit. All lot, parcel, and tract sizes shall 3. A Portion of Lot 26 of Block 3, and all of Lot 2 of Block 5 are servient to and contain the ACHD meet dimensional standards as established in the City of Meridian's Zoning Ordinance. storm water drainage system. These lots are encumbered by that certain First Amended Master Perpetual Storm Water Drainage Easement recorded on November 10, 2015 as Instrument No. 5. Lots shall not be reduced in size without prior approval from the health authority and the City 2015-103256, official records of Ada County, and incorporated herein by this reference as if set of Meridian. forth in full (the "Master Easement"). The Master Easement and the storm water drainage system are dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for the 6. No additional domestic water supplies shall be installed beyond the water system approved in operation and maintenance of the storm water drainage system. the sanitary restriction release. 4. No Utility Easement shown or designated hereon shall preclude the construction and maintenance 7. Reference is made to the public health letter on file with Ada County Recorder regarding of hard—surfaced driveways, landscaping, parking, side & rear property line fences, or other such additional restrictions. nonpermanent improvements. 8. Bottom elevation of structural footings shall be set a minimum of 12 inches above the highest 5. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from established normal ground water elevation. In May, 2018 observation wells were advanced to unless otherwise noted. depth's greater than 16 feet below the surface. Groundwater was encountered in many observation wells with minimum depth no less than 11 feet below the surface. 9. Maintenance of any irrigation and/or drainage pipes or ditches crossing a lot is the responsibility of the lot owner unless unless such responsibility is assumed by an irrigation/drainage entity or lot owners association. 10.This development recognizes Section 22-4503 of Idaho Code, Right to Farm Act, which states, "No agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any changed conditions in or about the surrounding nonagricultural activities after it has been in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began or was constructed. The provisions of this section shall not apply when a nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof." 11 .This development is subject to a Development Agreement, Instrument No. _____________. 12.This development is subject to ACHD License Agreement Instrument No. _______. 13.This development will be subject to covenants, conditions, and restrictions (CC&Rs). 14.Direct Lot/Parcel Access to N. Locust Grove Road is prohibited. Reference Documents Subdivisions: Pleasant Valley Subdivision, Little Creek Subdivision No. 1, Elliot Park Subdivision, Paddington Subdivision & Pine 43 Subdivision No. 1. Surveys: ROS 3350, 3755, 6734, 10366, 10875, & 11291. Deeds: P 2017-106820, 2018-023492, 2018-023493 & 2019-037535. OF Easements: 187785, _ _____. 14 MAY 2020 THIS IS A DRAFT OF THE AND IT IS RELMINARYIIN NATURE. ITPLAT AS J-U'B ENGINEERS, INC. NOT YET RECEIVED AGENCY APPROVAL NOR HAVE MONUMENTS BEEN INSTALLED. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 NOT FOR RECORDATION p 208 376 7330 wwww.jub.com SHEET 5 OF 7 PLAT SHOWING PLAT BOOK PAGE Pine 43 Subdivision No . 2 Certificate of Owners Know all people by these presents: that C&O Development, Inc., an Idaho corporation, does hereby certify that it is the owner of that real property to be known as Pine 43 Subdivision No. 2, and that it intends to include said real property, as described below, in this plat: That portion of the Northwest Quarter of Section 8, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the west quarter corner of Section 8, Township 3 North, Range 1 East, Boise Meridian, from which the northwest corner of said Section 8 bears North 00°26'22" East, 2,649.67 feet; Thence North 00°26'22" East, 1,096.38 feet along the west line of said Section 8; Thence South 89`33'38" East, 54.62 feet departing from said west line to the east right-of-way line of N. Locust Grove Road and the POINT OF BEGINNING; Thence N 00"13'53" W, 83.85 feet along said east right-of-way line; Thence N 00*26'13" E, 305.22 feet continuing along said east right-of-way line; Thence S 89°33'39" E, 454.52 feet departing from said east right-of-way line to the southwesterly boundary of Pleasant Valley Subdivision according to the official plat thereof filed in Book 12 of Plats at Page 665, Ada County Records; Thence S 55*25'16" E, 314.50 feet along said southwesterly boundary and the southwesterly boundary of Little Creek Subdivision No. 1 according to the official plat thereof filed in Book 117 of Plats at Pages 17804 through 17810, Ada County Records; Thence S 65°20'40" E, 214.62 feet continuing along the southwesterly boundary of said Little Creek Subdivision No. 1 to the most northerly corner of the boundary of Pine 43 Subdivision No. 1 according to the official plat thereof filed in Book 116 of Plats at Pages 17597 through 17604, Ada County Records; Thence along the northwesterly boundary of said Pine 43 Subdivision No. 1 the following eleven (1 1) courses: Thence S 26`22'56" W, 115.98 feet; Thence S 28"14'17" W, 47.01 feet; Thence S 10°53'31 " W, 79.88 feet; Thence S 30`30'44" W, 105.98 feet; Thence S 39"08'31 " W, 20.00 feet to the beginning of a non-tangent curve; Thence along said non-tangent curve to the right an arc length of 6.58 feet, having a radius of 451 .50 feet, a central angle of 00°50'08", a chord bearing of S 50°26'24" E and a chord length of 6.58 feet; Thence S 11°27'39" E, 7.38 feet; Thence S 26`08'55" W, 15.61 feet; Thence S 29"41 '49" W, 26.24 feet; Thence S 36°47'36" W, 26.24 feet; Thence S 46`36'49" W, 45.75 feet to the northeasterly and northerly right-of-way line of E. State Avenue as described in that Warranty Deed to the Ada County Highway District recorded under Instrument No. 2019-037535, Ada County Records; Thence along said northeasterly and northerly right-of-way line the following fourteen (14) courses: Thence N 49°46'47" W, 49.77 feet; Thence N 58°38'14" W, 141 .25 feet to the beginning of a curve; Thence along said curve to the right an arc length of 59.39 feet, having a radius of 141 .50 feet, a central angle of 24°02'51 ", a chord bearing of N 46'36'49" W and a chord length of 58.95 feet; Thence N 34"35'24" W, 41 .97 feet to the beginning of a curve; Thence along said curve to the left an arc length of 196.95 feet, having a radius of 276.50 feet, a central angle of 40°48'45", a chord bearing of N 54°59'46" W and a chord length of 192.82 feet; Thence S 68`10'22" W, 20.23 feet; Thence N 79*53'19" W, 15.17 feet; Thence N 41°16'36" W, 18.91 feet; Thence N 00°00'01 " W, 13.07 feet; Thence S 89`59'59" W, 47.00 feet; Thence S 44°59'59" W, 28.28 feet; Thence S 89°59'59" W, 165.39 feet; Thence N 45`06'57" W, 28.34 feet; Thence S 89"46'07" W, 11 .00 feet to the POINT OF BEGINNING. The above-described parcel contains 8.69 acres, more or less. The public streets shown on this plat are hereby dedicated to the public. The easements shown on this plat are not dedicated to the public, however the right to use said easements is hereby reserved for the uses specifically depicted on the plat, and for any other purposes designated hereon, and no permanent structures, other than for such uses and purposes, are to be erected within the lines of said easements. All of the lots within this subdivision are eligible to receive water service from the City of Meridian, and the City of Meridian has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from Settlers Irrigation District, in compliance with Idaho Code 31 -3805(l)(b). Lots within this subdivision will be entitled to irrigation water rights, and will be obligated for assessments from Settlers Irrigation District. In witness whereof, I have hereunto set my hand: Certificate of Surveyor I, Robert L. Kazarinoff, do hereby certify that I am a Professional Land Surveyor, licensed by the State of Idaho, and that this plat of Pine 43 Subdivision No. 2, as described in the Certificate of Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho Dennis M. Baker, President Code relating to plats and surveys. C&O Development, Inc. pNPA LAN s, Acknowledgment 1 State of Idaho Robert L. Kazarinoff, PLS 16642 � F 'OF SS. THIS IS A DRAFT VERSION OF THE PLAT �FQ County of Ada AND IT IS PRELIMINARY IN NATURE. IT HAS NOT YET RECEIVED AGENCY APPROVAL On this_____day of__ _______, in the year 20___, before me, a NOR HAVE MONUMENTS BEEN INSTALLED. Notary Public in and for the State of Idaho, personally appeared Dennis M. NOT FOR RECORDATION 14 MAY 2020 Baker, known or identified to me to be President of C&O Development, Inc., that executed the within instrument and acknowledged to me that C&O Development, Inc. executed the same. Notary public for Idaho 7_,:� My commission expires___________ J-U-6 ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 w www.jub.com SHEET 6 OF 7 PLAT SHOWING PLAT BOOK PAGE Pine 43 Subdivision No . 2 Approval of Central District Health Certificate of County Surveyor Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that to the letter to be read on file with the County Recorder or his agent listing the conditions of I have checked this plat and find that it complies with the State of Idaho Code relating to plats approval. Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho and surveys. Code, by the issuance of a certificate of disapproval. Ada County Surveyor Date Central District Health Date Approval of Ada County Highway District Certificate of County Treasurer I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per The foregoing plat was accepted and approved by the Board of Ada County Highway District requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent Commissioners on the_______day of___________, 20___. county property taxes for the property included in this proposed subdivision have been paid in full. This certificate is valid for the next thirty (30) days only. Commission President Ada County Highway District Ada County Treasurer Date County Recorder's Certificate Approval of Meridian City Engineer State of Idaho I, the undersigned, City Engineer, in and for the City of Meridian, Ada County, Idaho, do hereby SS. Instrument No._____________________ 9 Y 9� Y Y Y County of Ada approve this plat. I hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at _____minutes past______o'clock__.M., this______day of___ _______,____, in my office, and was recorded in Meridian City Engineer Date Book_____of Plats at Pages ____ through Fee:____ Deputy Ex—Officio Recorder Approval of Meridian City Council I. the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, do hereby certify that at regular meeting of the City Council held on the ____ day of _______,____, this plat was duly accepted and approved. Meridian City Clerk �o OF �,P�� ■ ■ L. KA1a�� 14 MAY 2020 THIS IS A DRAFT VERSION OF THE PLAT J-U'B ENGINEERS, INC. AND IT IS PRELIMINARY IN NATURE. IT HAS NOT YET RECEIVED AGENCY APPROVAL NOR HAVE MONUMENTS BEEN INSTALLED. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 NOT FOR RECORDATION p 208 376 7330 wwww.jub.com SHEET 7 OF 7 • REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT M '• ROOT GROWTH • • • CONSTRUCT 2"EARTH BERM TO FORM A WATER • ,. RETENTION BASIN, FILL BERM WITH MULCH,AS SPECIFIED MULCH, PER PLANS, 3"DEPTH OVER ENTIRE BED. DO - NOT COVER CROWNS OF PLANTS PROVIDE COMMERCIAL FERTILIZER TABLETS AND BIOSTIMULANT,AS SPECIFIED, FOR EACH SHRUB BACKFILL WITH APPROVED TOPSOIL AND SOIL L _ jA�jA AMENDMENTS,AS SPECIFIED. BACKFILL IN 6"LIFTS, C° -� WATER EACH LAYER, DO NOT TAMP OR OVER COMPACT. /� 3"DEPTH OF MULCH AT PLANTER -III, -III -I - PROJECT INFORMATION BEDS 1121" WIDTH OF 12" CONSTRUCT 6"MOUND OF TOPSOIL $" LANDSCAPE REQUIREMENTS MIN. ROOTBALL MIN. TOTAL PROPERTY SIZE=376,863 S.F.- 8.65 ACRES NOTES: ZONING DISTRICT=C-G AND R-15 1. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY. LOT IMPROVEMENTS AREA=376,863 S.F. d -I - III - 2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. BUILDABLE LOT COVERAGE=267,225 S.F. II APPROVED TOPSOIL AND SOIL 3. THIN BRANCHES AND FOLIAGE BY%3. HARDSCAPE COVERAGE:60,804 S.F. 111-11 AMENDMENTS AS SPECIFIED 4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE. LANDSCAPE COVERAGE:48,834 S.F. K FINISH GRADE, 5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED NUMBER OF PARKING STALLS PROVIDED: PER PLANS VERTICAL CUTS. 20 STANDARD STALLS PLANTER BED CUT EDGE SHRUB PLANTING 0 ADA STATSTALLS 0 DA STALLS TOTAL: 20 STALLS (TYPICAL AT TREES IN TURF AREAS) NOT TO SCALE 2 NOT TO SCALE NUMBER OF BICYCLE PARKING SPACES REQUIRED:2 (1 STALLS/10 REQUIRED STALLS)= 1 BICYCLE STALLS NUMBER OF BICYCLE PARKING SPACES PROVIDED: v PROPOSED ONE RACK(ONE RACK=3 STALLS) TOTAL NUMBER OF TREES: J TOTAL NUMBER OF TREE SPECIES: ;SPECIES REQUIRED F� LANDSCAPE NOTES: LANDSCAPE BUFFER REQUIREMENTS: - - - N. LOCUST GROVE ROAD: 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE 373 LINEAR FEET / ` + PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. ® I 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN 36'WIDTH LANDSCAPE BUFFER PROVIDED 25'WIDTH LANDSCAPE BUFFER REQUIRED APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT FC MATERIALS CAN NOT BE OBTAINED. REQUIRED TREES-11 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. PROVIDED TREES-11 I \ 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION I \ START-UP. N.SUMMERBROOK AVENUE: 1jj ) C 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 232 LINEAR FEET 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. 10'WIDTH LANDSCAPE BUFFER PROVIDED PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. 10'WIDTH LANDSCAPE BUFFER REQUIRED /� \ 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND REQUIRED TREES-7 I 'I + CALL OUT SYMBOL NUMBERS. PROVIDED TREES-7 I FC 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"DEPTH OF CASCADE COMPOST (2"MINUS).APPLY *DOES NOT INCLUDE DRIVEWAY APPROACH OR VISION rn I PRE-EMERGENT HERBICIDE PRIOR TO MULCH APPLICATION.SUBMIT SAMPLE FOR APPROVAL. TRIANGLE 9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF PARKING LOT BUFFER ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 180 LINEAR FEET 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE 3'-18'WIDTH LANDSCAPE BUFFER PROVIDED W DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN. 5'WIDTH LANDSCAPE BUFFER REQUIRED 1� \ 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 REQUIRED TREES-5 SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. PROVIDED TREES-5 G L ly 12. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S I O RECOMMENDATIONS. E.STATE STREET: eCO W 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18"DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" 227 LINEAR FEET • NFO DEPTH OF TOPSOIL. SPREAD,COMPACT,AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"BELOW 2'AND 8'WIDTH LANDSCAPE BUFFER PROVIDED R/I/F\ k, ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2"BELOW ADJACENT SURFACES OF TURF SOD AREAS,AND 1" 20'WIDTH LANDSCAPE BUFFER REQUIRED ::E BELOW ADJACENT SURFACES OF TURF SEED AREAS. 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES REQUIRED TREES-18 + - - ° ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL PROVIDED TREES-6 Is TEST/ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A cw SQ LOOSE, FRIABLE,SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED SEEDS, ROCKS, COMMON OPEN SPACE REQUIREMENTS: ::) GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE 1 TREE PER 8,000 SF Z MINIMUM STANDARDS,CONTRACTOR IS RESPONSIBLE TO EITHER: TOTAL SQUARE FOOTAGE-28,448 SF F LLI; �' / A)PROVIDE APPROVED IMPORTED TOPSOIL,OR REQUIRED TREES-4 S B)IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. PROVIDED TREES-7 I ° I \ Y p 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM,y. SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS AND OTHER LITTER,AND FREE OF PARKING LOT BUFFER: O / ROOTS,STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC Q MATTER HARMFUL TO PLANT GROWTH. _ W 2'TO 18'WIDTH LANDSCAPE BUFFER PROVIDED S � I m W \ p �� �O j A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO 5'WIDTH LANDSCAPE BUFFER REQUIRED + W W ° THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERE 1 TREE PER 35 FEET PLUS 1 TREE PER PLANTER ISLAND I TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. REQUIRED TREES-9 B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY,TOXICITY,AND GENERAL TEXTURE PROVIDED TREES-9 ° BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS I I \\ Z) + °o / AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO U) TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION.ACIDITY/ALKALINITY RANGE-PH.5.5 TO 7.6. 16. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS z AND DISPOSE OF PROPERLY OFF SITE. / '9�C 17. TREES SHALL NOT BE PLANTED WITHIN 5'-0"FROM THE BACK OF SIDEWALK. �y 18. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0"CLEAR ZONE OF ALL STORM DRAIN PIPE,STRUCTURES,OR W W FACILITIES. . /y ©E..__KNOBCONE DRIVE- 19. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE 5 CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. 20. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. Q s WEED ABATEMENT NOTES: I O - - - �y �� S NO. REVISION/ISSUE DATE 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON n D O W W W W W ° \ + 5 THEM PRIOR TO PLANTING OR HYDROSEEDING. w �) ` �+ 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH"ROUND-UP"(CONTACT HERBICIDE)OR APPROVED EQUAL. o E. STATE AVENUE iL 1 +++ S 3. DO NOT WATER FOR AT LEAST SEVEN(7)DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. 000ao❑❑❑00000 ' 1 4 + 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN(14)DAYS. AT moo°°E OF8 O (n� �_ S S S S S S 5 S 5 ° CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE(3-5)DAYS. . o I \ ++ +++ 5. APPLY SECOND APPLICATION OF"ROUND-UP"TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH U S\ O +++ MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7)DAYS. REMOVE o f o KnowwhaFSbelow = + + WEEDS FROM THE SITE. of Cal�beforeYou J L- _ _ _ _ _ _ _ _ y o J o CALL 2 BUSINESS DAYS \ S 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO(2)APPLICATIONS,CONTRACTOR SHALL BE g7o IN ADVANCE BEFORE ° Z \ \\ ° DIRECTED TO PERFORM A THIRD APPLICATION. y o YOU DIG,GRADE,OR �� L + O EXCAVATE FOR THE a + 7. AT THE TIME OF PLANTING AND HYDROSEEDING,ALL PLANTING AREAS SHALL BE WEED FREE. o° MARKING OF N \ 0 4 S UNDERGROUND MEMBER UTILITIES C �V�QO�OOOO��Uw IRRIGATION NOTES: J 1. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH INSURES a+� ++ COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS TO BE w z0 GG + IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. E~ 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. E' Z a \ �+ 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS AND 18"AT v \ j PLANTER BEDS. x v CW7 ui + 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM.ANNUALS, PERENNIALS z z a N ++ / GROUND COVERS OR SHRUB MASSINGS SHALL HAVE A POP-UP SPRAY SYSTEM. Ov & Q / 5. ELECTRONIC WATER DISTRIBUTION/TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER U Q a REQUIREMENTS ARE AS FOLLOWS: z a x w ° B 5 \ a. PRECISE INDIVIDUAL STATION TIMING Q p € b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES a a S \ c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE RODNEY EVANS + PARTNERS a + + + + z J \ d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF reandpartners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 3 e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED o S \ ° AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. N \ lJ \ \ 5 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. o PINE 43 PH. 2 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100/°HEAD TO HEAD COVERAGE WITH TRIANGULAR _ SPACING. COMMERCIAL AND RESIDENTIAL Q - - - �� + 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFACES(BUILDINGS, o SIDEWALKS, DRIVEWAYS,AND ASPHALT AREAS). LOCUST GROVE, MERIDIAN, ID 83642 9. PROVIDE MINIMUM(1)QUICK COUPLER VALVE PER EACH(6)AUTOMATIC VALVE ZONES. APPROVE Q.C.V. _c S LOCATIONS WITH LANDSCAPE ARCHITECT. N D_ S ♦ � S u OVERALL LANDSCAPE PLAN O O y OVERALL LANDSCAPE PLAN PROJECT 20017 SHEETCD a aa) 50 0 50 100 150 No a DATE SCALE: 1"=50' 0" 05/01/20 Ll ■Oit O DRAWN BY CHECKED BY LP RE v 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW M L ROOT FLARE TO BE AT SOIL LINE PREVAILING WIND DIRECTION SOIL LINE G REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES(AS DETERMINED BY THE O ' LANDSCAPE ARCHITECT)SHALL BE REMOVED AND REPLACED. DO NOT REMOVE MAIN K PLANT SCHEDULE LEADER,! — — — QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES RUBBER CINCH TIE 0 DECIDUOUS SHADE TREES 2"x 2"WOOD STAKE(LENGTH AS CQ0 _ REQUIRED)-DO NOT PENETRATE ROOTBALL. 18 AA Acer rubrum"Armstrong' Armstrong Maple 2"CAL.B&B Class II-45'H x 15'W SEE NOTE 1. SET STAKES PARALLEL TO 7 0 + 15 GT Gleditsia triacanthos'Shademaster' Shademaster Honeylocust 2"CAL.B&B Class II-45'H x 35'W �� PREVAILING WIND. I 0 10 PL Platanus acerifolia'Morton Circle' E CLAMATION L d r 2"CAL.B&B Class II-55 H x 35 W Z REMOVE TREE WRAP TRUNK PROTECTION, 12 ZS Zelkova serrata'Green Vase' Green Vase Zelkova 2"CAL.B&B Class II-45 H x 30'W AFTER INSTALLATION I 16 TT Tilia tomentosa'Sashazam' S S d L d 2"CAL.B&B Class II-35'H x 20'W Q � CONIFEROUS TREES v CONSTRUCT 2"EARTH BERM AT EDGE OF I I ROOTBALL, FILL TREE RING W/MULCH,AS I 4 CD Cedrus deodara�. } p'Shalimar' Shalimar Deodora Cedar 6'-7'HGT.B&B 15'H x 12'W 2Ld SPECIFIED. I 9 PA Picea abies'Columnaris' Columnar Norway Spruce 6'-7'HGT.B&B 20'H x 10'W Q 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY I I I 9 PC Picea pungens'Fastigiata' Columnar Blue Spruce 6'-7'HGT.B&B 40'H x 20'W FROM TRUNK. I 5 PP Picea pungens'Hoopsii' Hoopsii Spruce 6'-7'HGT.B&B 40'H x 20'W ~ rN I I. ORNAMENTAL TREES FINISH GRADE * 4 MA Malus x'Royal Raindrops' R R dr F r Cr 3"CAL.B&B Class I-20'H x 15'W w �w COMMERCIAL SLOW RELEASE FERTILIZER + 18 PY Pyrus calleryana'Capital' Capital Flowering Pear 2"CAL.B&B Class I-35 H x 15'W �` ��j���j���j� ���j , / / / j�//�� TABLETS p w /��/��\ V��V�% �\ H I O 5 PR Parrotia persica'Ruby Vase' R P r Ir d 3"CAL.B&B 3-5 Multi-Trunk;Class I-30'H x 15'W N - — / = SIDES OF HOLE ROUGH&UNEVEN o 1 III �� � _ I_ I 1 7 C} — —III —i — — BACKFILL WITH APPROVED TOPSOIL AND I { { SHRUBS/PERENNIALS/ORNAMENTAL GRASSES III III III III III III SOIL AMENDMENTS AS SPECIFIED. O V/ V! N 485 AR Ajuga reptans'Black Scallop' Black Scallop Carpet Bugle #1;24"o.c. 6"H x 2'W - 111111 ill ill — — BACKFILL IN 6"LIFTS,WATER EACH LAYER, O WIDTH WIDTH WIDTH WIDTH WIDTH TAMP LIGHTLY AS REQUIRED, BACKFILL 141 BG Buxus x'Green Velvet' Green Velvet Boxwood #2 T H x 3'W SOIL EVEN W/TOP OF ROOTBALL, p I i I OF BALL OF BALL OF BALL OF BALL OF BALL I I O 211 CA Calamagrostis x acutiflora'Karl Foerster' Foerster's Feather Reed Grass #2 4-5'H x 3'W 5' MIN. DIA. DO NOT OVER COMPACT!! • i I I G 141 CM Carex morrowii'lce Dance' Ice Dance Japanese Sedge #1 2'H x T W TREE RING SET ROOTBALL ON NATIVE, UNDISTURBED 43 EA Euonymus alatus'Compactus' Dwarf Burning Bush #5 4'H x 4'W SOIL ❑ I O I O 29 HS Helictotrichon sempervirens Blue Oat Grass #1 T H x 2'W G I 110 MR Mahonia repens Creeping Oregon Grape #1 2'H x 3'W NOTES: 70 PV Panicum virgatum'Cloud Nine' Cloud Nine Switch Grass #2 T H x 3'W 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP 3/3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM 17 PF Photinia x fraseri Fraser's Photinia #5 8'H x 6'W ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY / I 34 PL Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel #5 4'H x 4'W BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE 54 PO Physocarpus opulifolius'Monlo' D N r #5 5'H x 5 W THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR �0 24 RH Rhamnus frangula'Columnaris' Tallhedge Buckthorne #5 12'H x 3-4'W AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE Q Q CL 160 RF Rudbeckia fulgida var.sullivantii'Goldsturm' Goldsturm Black-Eyed Susan #1 2'H x T W WARRANTY PERIOD. 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE O 0 53 SS Sedum spectabile'Autumn Joy' Autumn Joy Sedum #1 2'H x 2'W ARCHITECT BEFORE PROCEEDING. 142 VS Veronica spicata'Purpleicious' Purpleicious Speedwell #1 1.5'Hx 1.5'W 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT I O CV= MATERIAL. 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING Veronica spicata'Purpleicious' i i i i I I i i Mahonia repens Ajuga reptans'Black Scallop' METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. • 2 — — i i i i i I I i i +. i i i i I I I i i 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. • � � W W #1 -36"o.c. i i i i I I I i i #1 -36"o.c. #1 -24"o.c. LLJ LLJ i i i i I I I i i 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. _ i i i i I I I i i 8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER(DEEPROOT ' ; { Cn co #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS 0 LU Lu SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. + • LU W CALLOUT NUMBERS 0. I . ° L LU LANDSCAPE LEGEND CALLOUT NOTES NOTESB REFER OEpwBERED DECIDUOUS TREE PLANTING Q 0 �p Z Z 1. VISION TRIANGLE NOT TO SCALE _ = 2. PROPOSED PARKING LOT 2 E I I O 3. PROPOSED PARALLEL PARKING I U + + C) PLANTS TO BE INSTALLED 4. EXISTING LANDSCAPING TO REMAIN(PREVIOUS I ❑ I Q Q PHASE I � . C3 5. TREE TO BE INSTALLED BY BUILDER IO 6. PROPOSED MONUMENT SIGN BY OWNER I — — — CUT EDGE AS DETAILED 7. BERM-5:1 SLOPE I 7 8. ACHD SEEPAGE BED I C PROPERTY LINE(VERIFY) I p iI I I I I I 6'-0"HEIGHT OPEN STYLE FENCING, I O + i COLOR AND STYLE TO BE DETERMINED NO. REVISION/ISSUE DATE �I0 i BY OWNER c 6 D ( C � FQCI QUANTITY 1 PLANT IDENTIFICATION KEY000p °0p0000 000 E OF / 10O • o o I ooO,o���� 1 4, o� �8� � / A, A, oo ��� o I I PERENNIAL RYE AND 000 Knowwh■t•5below N r+ o BLUEGRASS MIX TURF SOD CALL 2 BUSINESS DAYS o to o — � Call before you cc q. A—LENGTH,AS SPECIFIED ot� AND TOPSOIL AS SPECIFIED o o 0 � IN ADVANCE BEFORE L • 7 m �O MARKING OF OR PER PLANT SCHEDULE 000 L ? YOU DIG,GRADE,OR °— 2 -9. ,P EXUNDERGROUNDHE C_ MULCH AT 3"DEPTH OVER B=85%OF'A' MEMBER UTILITIES C DEWITT PRO-5 WEED BARRIER C LANDSCAPE FABRIC + AND TOPSOIL AS SPECIFIED T I IL I� 6 C PLAN VIEW FINISH GRADE PER PLANS p F a Q DRYLAND SEED MIX AS GROUNDCOVER PLANTING PER PLANTING PLAN U w + _ _ _ _ _ SPECIFIED, SEE SHEET L1.3 u w 3: ce) MULCH, PER PLANS, 3"DEPTH OVER ENTIRE BED. v Z z DO NOT COVER CROWNS OF PLANTS U J J d ~ Od (+1 (+ (+1 (+1 ~ TILL SOIL TO A DEPTH OF 12", BACKFILL WITH a Q a v H 1 W LU LUI + + + EXISTING MAINTAINED LAWN ° ° ° APPROVED TOPSOIL AND SOIL AMENDMENTS,AS v Z a x w B _ AREA TURF SOD AND TOPSOIL = _ _ SPECIFIED. Q w Z a C) g m co + + + FROM PREVIOUS PHASE 1 Lu Lu =1 =1 /���/��� i���/��� i���i�� RODNEY EVANS + PARTNERS a +' SUBGRADE LU LU = � � � � X>1 reandpartners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 LU Lu � z z �Illllllllllllllllllllllllllllllll��illliiillliiil Imo, 11- PINE 43 PH. 2 0' s S s s s s s s s S s s C) c� —1 1 COMMERCIAL AND RESIDENTIAL II- I �-- SECTION N �T< LOCUST GROVE, MERIDIAN, ID 83642 A NOTES: 0 — — — — 1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. o _ _ _ _ _ _ _ _ _ _ _ 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER °c BEDS. I I LANDSCAPE PLAN AREA ONE GROUNDCOVER PLANTING LANDSCAPE PLAN — AREA ONE (C—G) 1 NOT TO SCALE PROJECT 20017CD SHEET a (D 30 0 30 60 90 N o DATE CV a SCALE: 1"=30'-0" 05/01/20 Ll ■ 1it O DRAWN BY CHECKED BY LP RE v 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW ROOT FLARE TO BE AT SOIL LINE. M PREVAILING WIND DIRECTION REMOVE DEAD/DAMAGED BRANCHES AND SOIL LINE PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES(AS DETERMINED BY THE LANDSCAPE ARCHITECT)SHALL BE REMOVED ° AND REPLACED. DO NOT REMOVE MAIN de LEADER!! [� RUBBER CINCH TIE 0 2"x 2"WOOD STAKE(LENGTH AS L ° REQUIRED)-DO NOT PENETRATE ROOTBALL. d (,y SEE NOTE 1. SET STAKES PARALLEL TO d PREVAILING WIND. 0 CONSTRUCT 2"EARTH BERM AT EDGE OF PLANT SCHEDULE ROOTBALL, FILL TREE RING W/MULCH,As QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES SPECIFIED. —� 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY DECIDUOUS SHADE TREES K o FROM TRUNK. 18 AA Acer rubrum"Armstrong' Armstrong Maple 2"CAL.B&B Class II-45'H x 15'W p + 15 GT Gleditsia triacanthos'Shademaster' Shademaster Honeylocust 2"CAL.B&B Class II-45'H x 35'W 0 10 PL Platanus acerifolia'Morton Circle' E CLAMATION L d r 2"CAL.B&B Class II-55'H x 35'W o 12 ZS Zelkova serrata'Green Vase' Green Vase Zelkova 2"CAL.B&B Class II-45'H x 30'W p FINISH GRADE Lw w 16 TT Tilia tome ntosa'Sashazam' S S d L d 2"CAL.B&B Class II-35'H x 20'W X/ CONIFEROUS TREES aLIJ \//// j / COMMERCIAL SLOW RELEASE FERTILIZER 4 CD Cedrus deodara'Shalimar' Shalimar Deodora Cedar 6'-7'HGT.B&B 15'H x 12'W O — TABLETS 9 PA Picea abies'Columnaris' Columnar Norway Spruce 6'-7'HGT.B&B 20'H x 10'W i� III_ IIIII IIIII IIIII IIII _ — SIDES OF HOLE ROUGH&UNEVEN 9 PC Picea pungens'Fastigiata' Columnar Blue Spruce 6'-7'HGT.B&B 40'H x 20'W 5 1 Picea pungens'Hoopsii' Hoopsii Spruce 6'-7'HGT.B&B 40'H x 20'W BACKFILL WITH APPROVED TOPSOIL AND WIDTH WIDTH WIDTH WIDT14 WIDTH SOIL AMENDMENTS AS SPECIFIED. ORNAMENTAL TREES OF BALL OF BALL OF BALL OF BALL OF BALL BACKFILL IN 6"LIFTS,WATER EACH LAYER, 4 MA Malus x'Royal Raindrops' R R dr F r Cr 3"CAL.B&B Class I-20'H x 15'W 5' MIN. DIA. TAMP LIGHTLY AS REQUIRED, BACKFILL SOIL EVEN W/TOP OF ROOTBALL, 18 1Pyrus calleryana'Capital' Capital Flowering Pear 2"CAL.B&B Class I-35'H x 15'W TREE RING DO NOT OVER COMPACT!! 5 PR Parrotia persica'Ruby Vase' R P r Ir d 3"CAL.B&B 3-5 Multi-Trunk;Class I-30'H x 15 W SET ROOTBALL ON NATIVE, UNDISTURBED SOIL SHRUBS/PERENNIALS/ORNAMENTAL GRASSES NOTES. 485 AR Ajuga reptans'Black Scallop' Black Scallop Carpet Bugle #1;24"o.c. 6"H x 2'W H o 141 BG Buxus x'Green Velvet' Green Velvet Boxwood #2 3'H x 3'W 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP%OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM Q 211 CA Calama'Gres x Velvet' 'Karl Foerster' Green Velvet Feather Reed Grass #2 T H x x 3'W ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. O 141 CM Carex morrowii'Ice Dance' Ice Dance Japanese Sedge #1 2'H x T W 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE 0 43 EA Euonymus alatus'Compactus' Dwarf Burning Bush #5 4'H x 4'W THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE O 29 HS Helictotrichon sempervirens Blue Oat Grass #1 T H x 2'W \ WARRANTY PERIOD. 110 MR Mahonia repens Creeping Oregon Grape #1 2'H x T W PIR�2 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE 0 70 PV Panicum virgatum'Cloud Nine' Cloud Nine Switch Grass #2 T H x T W ARCHITECT BEFORE PROCEEDING. 0 17 PF Photinia x fraseri Fraser's Photinia #5 8'H x 6'W FC 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 34 PL Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel #5 4'H x 4'W C 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING 54 PO Physocarpus opulifolius'Monlo' D N r #5 5'H x 5'W G METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 24 RH Rhamnus frangula'Columnaris' Tallhedge Buckthorne #5 12'H x 34 W A� 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 160 RF Rudbeckia fulgida var.sullivantii'Goldsturm' Goldsturm Black-Eyed Susan #1 2'H x T W c {� 53 SS Sedum spectabile'Autumn Joy' Autumn Joy Sedum #1 2'H x 2'W F� CONIFEROUS TREE PLANTING 142 VS Veronica spicata'Purpleicious' Purpleicious Speedwell #1 1.5'Hx 1.5'W 1 NOT TO SCALE IVeronica spicata'Purpleicious' i i i i i i i i i Mahonia repens Ajuga reptans'Black Scallop' / FC #1 -36"o.c. i i i i i i i i i #1 -36"o.c. #1 -24"o.c. F / / CALLOUT NUMBERS REFERTO LANDSCAPE LEGEND CALLOUT NOTES NOTESBELOUVMBERED 1. VISION TRIANGLE FC C 2. PROPOSED PARKING LOT 3. PROPOSED PARALLEL PARKING ' 5 + + O PLANTS TO BE INSTALLED 4. EXISTING LANDSCAPING TO REMAIN (PREVIOUS rn 5 PHASE) F 5. TREE TO BE INSTALLED BY BUILDER 5 G' 6. PROPOSED MONUMENT SIGN BY OWNER / \ 7. BERM-5:1 SLOPE E / 11 W 5 — — — — — — — — — — CUT EDGE AS DETAILED 8. ACHD SEEPAGE BED W PROPERTY LINE(VERIFY) 1 — W 5 6' 0"HEIGHT OPEN STYLE FENCING, 11 W ° 5 �c - --� COLOR AND STYLE TO BE DETERMINED BY OWNER i S \ W � \ Fq QUANTITY I I I W 5 �� FG PLANT IDENTIFICATION KEY � I / 5 4 ` \ �, ° \ NO. REVISION/ISSUE DATE �, F PERENNIAL RYE AND 5 °� S \ \ 5 BLUEGRASS MIX TURF SOD 0 AND TOPSOIL AS SPECIFIED �0000�aCnro�����on 8''0 . o o N; 5 Fc N o J J 5 2"MINUS CASCADE COMPOST c o000 W W 75 5 F(, MULCH AT 3"DEPTH OVER o F, Know what's below Call LU L L] o f J o CALL 2 BUSINESS DAYS o DEWITT PRO-5 WEED BARRIER �o before youdg _; I • S� 4- / \ /1 LANDSCAPE FABRIC o ?7 D IN ADVANCE BEFORE W W I ' 5 \ 5 / �u �O MARKING OF AND TOPSOIL AS SPECIFIED o YOU DIG,GRADE,OR LL `c �O� EXCAVATE FOR THE s w w / SO U) Cn / F(; �0000°Lamy oov MEMBER UTILITIES C DRYLAND SEED MIX AS a000000000 5 \ \ \ SPECIFIED, SEE SHEET L1.3 ci J J ci 5 a U U o `o H F— / M e Q Q Q + + + EXISTING MAINTAINED LAWN w w y Q7 a / 5 5 / �O / /�/ + + + + + + 4 AREA TURF SOD AND FROM PREVIOUS PHASE z u �� T 7 a W N zz o wwzv I � W 61?Q U a I W Q ZF' xU 0 B — W 5 so 5 ° �0 8 8 � � ILI / z O s / s O / / RODNEY EVANS + PARTNERS a + `+' D Ly 8 �j / / reandpartners.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 /\ + o / O N C f0 • 5 \ �a PINE 43 PH. 2 T 2 \ / D COMMERCIAL AND RESIDENTIAL C�I5 5 LOCUST GROVE, MERIDIAN, ID 83642 MATCHLINE - SEE SHEET L1.2 w 5 N / \ MATCHLINE - SEE SHEET L1.3 w 5 LANDSCAPE PLAN - AREA TWO r` 0 O y LAN DSCAP E P LAN — AR EA TWO (R— 15) PROJECT 20017 SHEETCD a (D 30 0 30 60 90 N o O DATE CV a SCALE: 1"=30'-0" 05/01/20 Ll ■2it O DRAWN BY CHECKED BY LP RE v 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW DRYLAND SEEDING M REQUIREMENTS GENERAL OVERVIEW SEEDING TRACK IN SEED USING A CLEATED GRAWLER WITH TRACK MARKS PERPENDICULAR TO THE SLOPE. THIS REPORT OUTLINES RECOMMENDED REVEGETATION AND SLOPE STABILIZATION MEASURES FOR APPLY SEED TO THE PROJECT SITE BY HYDR05EEDIN6. AFTER TRACKED, MULCH SLOPE WITH 2O00 LBS. PER ACRE OF FERTILE-FIBER MULCH MATERIAL AND DISTURBED GUT AND FILL SLOPES WITHIN THE PROJECT LIMITS AS DEFINED ON THE AGGOMPANYING THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. 80 LBS. PER ACRE OF TAGKIFIER. PLAN WHIGH WILL BE SEEDED WITH THE DRYLAND SEED MIX AND NOT IRRIGATED. THESE RECOMMENDATIONS ARE MADE TO PREVENT SHORT TERM AND LONG TERM SOIL EROSION AS WELL AS SEED MIXTURE: RATE: PURE LIVE SEED LBS / ACRE MAINTENANCE TO PROVIDE AN AESTHETIG REVEGETATION WHIGH WILL BLEND WITH THE EXISTING NATURAL WESTERN YARROW 0.20 IMMEDIATELY RESEED AREAS WHIGH SHOW BARE SPOTS. MINIMUM ACCEPTABLE PLANT SURROUNDING AREA. THE MEASURES INCLUDE REVE6ETATION AND HYDROMULGHING PROGEDURES FIRECRACKER PENSTEMON 0.40 GOVERA6E IS 80 PERCENT AFTER ONE GROWING SEASON. PROTECT SEEDED AREAS WITH WANING FOLLOWING TOPSOIL DISTRIBUTION AND FINE GRADING. THE AREA TO BE REVEGETATED GONSISTS OF BLUE FLAX 4.20 SIGNS DURING MAINTENANCE PERIOD. THE SEED WILL REQUIRE APPROXIMATELY NINETY (q0) DAYS OF ALL DISTURBED AREAS RELATED TO GRADING FOR CONSTRUCTION AND ANY OTHER AREAS DISTURBED CALIFORNIA POPPY 4.20 FAVORABLE GROWING CONDITIONS TO GERMINATE AND BECOME ESTABLISHED FOR SUCCESSFUL IN THE PROGE55 OF CONSTRUCTION. THE SLOPES TO BE AFFECTED VARY WIDELY IN DEGREE AND SHEEP FESCUE 3.00 SURVIVAL WITH NORMAL MINIMAL SUMMER PRECIPITATION. L ASPECT. IDAHO FESCUE 4.00 SANDBURG BLUEGRASS 2.00 ROCKY MOUNTAIN PENSTEMON 2.00 SEEDING TIME GENERAL EARTHWORK THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OCTOBER. IF ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION WITH MINIMAL, IF ANY, SEEDING IS APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS NOT REALIZED PRIOR TO DISTURBANCE TO THE SURROUNDING NATURAL SLOPE OR VEGETATION. ALL FINISHED GRADES SHALL BE TOTAL SEED INSTALL o 20 LBS / ACRE FALL DORMANCY, THEN RESEEDING SHALL BE APPLIED IN EARLY SPRING, AS SOON AS SOIL IS PLANT SCHEDULE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN NEW AND EXISTING GRADES. WORKABLE (NOT MUDDY) BETWEEN MARCH AND MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM REFER TO GRADING AND DRAINAGE PLANS FOR ADDITIONAL REQUIREMENTS. FIBER MULCH MATERIAL WEATHER CONDITIONS FOR SEED GERMINATION AND SEEDLING SURVIVAL RATE. SEEDING AFTER QTY KEY BOTANICAL NAME COMMON NAME SIZE NOTES GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL, A GOMP05TED POULTRY BASED MULCH MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 LBS. PER NOVEMBER 20, 'DORMANT SEEDING' INSURES THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING DECIDUOUS SHADE TREES SITE PREPARATION ACRE. WINTER TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. EARTHWORK PROGE55 SHOULD BEGIN WITH GLEARIN6 LARGE SHRUBS FROM THE AREAS TO BE 18 AA Acer rubrum"Armstrong' Armstrong Maple 2"CAL.B&B Class II-45'H x 15'W K DISTURBED. WOODY STEMS AND BRANGHES SHALL BE CHIPPED ON SITE TO IMPROVE THE AMOUNT OF ORGANIG SOIL AMENDMENT WATER + 15 GT Gleditsia triacanthos'Shademaster' Shademaster Honeylocust 2"CAL.B&B Class II-45'H x 35'W ORGANIG MATERIAL IN THE TOP SOIL. NATURAL TOPSOIL OGGURS AT VARYING DEPTHS ON THE GROW NUTRIB005T FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 GALLONS THE CONTRACTOR WILL PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER SEED GERMINATION. 0 10 PL Platanus acerifolia'Morton Circle' E CLAMATION L d r 2"CAL.B&B Class II-55'H x 35'W PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND STOCKPILED AT DESIGNATED STORAGE PER ACRE. • 12 ZS Zelkova serrata'Green Vase' Green Vase Zelkova 2"CAL.B&B Class II-45'H x 30'W AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. TAGKIFIER FERTILIZATION 16 TT Tilia tome ntosa'Sashaza m' S S d L d 2"CAL.B&B Class II-35'H x 20'W MULCH TAGKIFIER SOIL STABILIZER - EGOLOGY CONTROLS M-BINDER. TAGKIFIER APPLIED AT THE FERTILIZATION IS NOT RECOMMENDED FOR RECLAMATION SEEDING DUE TO PROMOTION OF WEED TOPSOIL DISTRIBUTION RATE OF 80 LBS. PER ACRE. COMPETITION. IF WEEDS ARE APPARENT, CONTACT LAN05GAPE ARCHITECT FOR WEED REMOVAL CONIFEROUS TREES ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN ACCOMPLISHED, GRANITE SEED REQUIREMENTS. - 4 CD Cedrus deodara'Shalimar' Shalimar Deodora Cedar 6'-7'HGT.B&B 15'H x 12'W THE TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPECIFIED. WHERE I6G7 WEST 2100 NORTH NEEDED, SLOPES SHOULD BE GRADED WITH SERRATION TO HOLD TOPSOIL ADEQUATELY. TOPSOIL P.O. BOX 1-7-7 EROSION PA Picea abies'Columnaris' Columnar Norway Spruce 6'7'HGT.B&B 20'H x 10'W EROSION CONTROL g PC Picea un ens'Fasti iata' Columnar Blue Spruce 6'-7'HGT.B&B 40'H x 20'W SHOULD BE SPREAD AND LIGHTLY COMPACTED UTILIZING A SMALL CLEATED TRACTOR MOVING LEHI, UTAH 84043 p g g p I-800-768-4433 UNDER NORMAL CIRCUMSTANCES AND ADHERENCE TO THE CONSTRUCTION PRACTICES DESCRIBED 5 pp Picea pungens'Hoopsii' Hoopsii Spruce 6'-7'HGT. B&B 40'H x 20'W J PERPENDICULAR TO THE CONTOURS OR ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR (OR APPROVED EQUAL) IN THE SPECIFICATIONS, THE ABOVE RECOMMENDED EROSION CONTROL MEASURE SHOULD PROVIDE A RECOMMENDATION THAT ANY NEGE55ARY MECHANICAL MEANS OF EROSION CONTROL BE IN PLACE STABLE SLOPE CONDITION. TO AVOID INCIDENTAL EROSION, IT IS IMPERATIVE THAT THE SLOPES, ONCE ORNAMENTAL TREES PRIOR TO BEGINNING SITE DISTURBANCE. HYDROSEEDIN6 PREPARED, REMAIN UNDISTURBED UNTIL SEEDING GERMINATES AND IS ESTABLISHED. 4 MA Malus x'Royal Raindrops' R R dr F r Cr 3"CAL.B&B Class I-20'H x 15'W ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVEGETATION SEEDING SHALL FOLLOW MIX SPECIFIED SEED AND OR6ANIG SOIL AMENDMENT IN WATER PER MANUFACTURER'S AN bO% VEGETATION COVER IS RECOMMENDED TO CONTROL EROSION. SURFACE CONDITIONS • 18 PY Pyrus calleryana'Capital' Capital Flowering Pear 2"CAL.B&B Class I-35'H x 15'W IMMEDIATELY. IN ORDER TO ELIMINATE SURFACE GRU5TIN6 AND TO FACILITATE BETTER ROOT RECOMMENDATIONS. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT SHOULD BE MONITORED DAILY. IF EROSION DETRIMENTAL TO THE SLOPE IS OBSERVED OR 5 PR Parrotia persica'Ruby Vase' R P r Ir d 3"CAL.B&B 3-5 Multi-Trunk;Class I-30'H x 15'W PENETRATION, THE SURFACE SHOULD BE SGARIFIED PRIOR TO SEEDING. HYDROSEED AREA IN EXCESS OF THAT WHIGH GAN BE MULCHED ON SAME DAY. KEEP OFF ROADS, ANTICIPATED DUE TO EXCESSIVE RAINFALL, REMEDIAL MEASURES SHALL BE IMPLEMENTED AS WALKS, STRUCTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE AREAS. AFTER HYDROSEED, REQUIRED. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS. SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 485 AR Ajuga reptans'Black Scallop' Black Scallop Carpet Bugle #1;24"o.c. 6"H x 2'W \ D / Q 141 BG Buxus x'Green Velvet' Green Velvet Boxwood #2 3'H x 3'W H 5 \ 0 211 CA Calamagrostis x acutiflora'Karl Foerster' Foerster's Feather Reed Grass #2 4-5'H x T W 0 141 CM Carex morrowii'Ice Dance' Ice Dance Japanese Sedge #1 2'H x T W \ MATCHLINE - SEE SHEET L1 .2 w / 0 43 EA Euonymus alatus'Compactus' Dwarf Burning Bush #5 4'H x 4'W / \ MATCHLINE - SEE SHEET L1.3 / 0 29 HS Helictotrichon sempervirens Blue Oat Grass #1 3'H x 2'W i \ 110 MR Mahonia repens Creeping Oregon Grape #1 2'H x T W W 0 70 PV Panicum virgatum'Cloud Nine' Cloud Nine Switch Grass #2 T H x T W 2 i / / \ • — W W �{„/ 17 PF Photinia x fraseri Fraser's Photinia #5 8'H x 6'W 34 PL Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel #5 4'H x 4'W \ / S I 54 PO Physocarpus opulifolius'Monlo' D N r #5 5'H x 5'W ( � F� r 24 RH Rhamnus frangula'Columnaris' Tallhedge Buckthorne #5 12'H x 3-4'W G 5 / ��0� 5 l \ ^' 160 RF Rudbeckia fulgida var.sullivantii'Goldsturm' Goldsturm Black-Eyed Susan #1 2'H x T W C-) 5 �� w / If, (•1 \ l \ 53 SS Sedum spectabile'Autumn Joy' Autumn Joy Sedum #1 2'H x 2'W � � � � 101,� \ / � � 142 VS Veronica spicata'Purpleicious' Purpleicious Speedwell #1 1.5'Hx 1.5'W S \ W ' W (+1 ° S 5 5 \ Veronicas icata'Pur leicious' Mahonia re ens A1u are tans'Black Scallop' ' (/) (n + • #1 -36"o.c. #1 -36"o.c. #1 -24"o.c. W LJJ \ W W s W W uV � 3 \ + / / 5 ® \ \+ i'�, + 1 CALLOUT NUMBERS F z z \ + + # REFER TO NUMBERED J J, W �+ + LANDSCAPE LEGEND CALLOUT NOTES NOTES BELOW S C) S S s 5 5 8 . k1k/ o � � + 1. VISION TRIANGLE Q Q Is, \ \ / + 2. PROPOSED PARKING LOT + 3. PROPOSED PARALLEL PARKING \ / + + O PLANTS TO BE INSTALLED 4. EXISTING LANDSCAPING TO REMAIN (PREVIOUS + / 5 4 PHASE) \ / 5. TREE TO BE INSTALLED BY BUILDER 6. PROPOSED MONUMENT SIGN BY OWNER — — — — — — — — — — CUT EDGE AS DETAILED 7. BERM-5:1 SLOPE S �, ( 8. ACHD SEEPAGE BED E ' \ \ / 5 J / C9 — — PROPERTY LINE(VERIFY) \ + + / - —————————— 6-0"HEIGHT OPEN STYLE FENCING, s \ + +/ / COLOR AND STYLE TO BE DETERMINED BY OWNER 5 - - - s 3 °' \ 0 / / /' + �`;� O FQCI QUANTITY PLANT IDENTIFICATION KEY \ �+ + PERENNIAL RYE AND NO. REVISION/ISSUE DATE BLUEGRASS MIX TURF SOD + / S A O AND TOPSOIL AS SPECIFIED / + + 811 .� 2"MINUS CASCADE COMPOST o � + MULCH AT 3"DEPTH OVER o° ��� o o DEWITT PRO-5 WEED BARRIER o°'N Knowwharsbelow. ' 0 LANDSCAPE FABRIC 9 CALL 2 BUS ore you clkl. BUSINESS c U 5 / AND TOPSOIL AS SPECIFIED o c:) ED IN ADVANCE BEFORE ° YOU DIG,GRADE OR $ EXCAVATE FOR THE MARKING OF LL UNDERGROUND �c \ DRYLAND SEED MIX AS �� � y_ MEMBER UTILITIES Tu IT1Es C 0 3 + // ' / SPECIFIED,SEE SHEET L1.3 s °O0p°000 ooO°°°°v- � ci \ 0IL o � + + + EXISTING MAINTAINED LAWN E~ r °- \ \\ \ 5 / 1 / + + + + + + + FROM PREVIOUS PHASAREA TURF SOD AND TOPSOIL w � a N / o N S ° \ �\ 3 / s + unz xW z x ° \ 5 � � S \ RODNEY EVANS + PA RTNERS a S � C \ 3 �j ° � reandparMers.com+208-514-3300+1014 S.La Pointe,Boise,Idaho 83706 � r ° O \ S 3 PINE 43 PH. 2 T NC�l S ° / \ w COMMERCIAL AND RESIDENTIAL \ \ (+ \ s� LOCUST GROVE, MERIDIAN, ID 83642 T AIs, ° \ c S ° LANDSCAPE PLAN - AREA THREE ° r, O y LANDSCAPE PLAN — AREA THREE (R- 1 5) PROJECT 20017 SHEETCD a (D 30 0 30 60 90 CD a SCALE: 1"=30' 0" DATE 05/01/20 Ll . 3 O it DRAWN BY CHECKED BY LP RE v 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: August 31, 2018 SECOND REVIEW Final Plat RX Project Name: Pine 43 Sub No 01 T/R/S 3N 1E 08 Parcel Number(s): S1108233630 Project/Plat Applicant: JUB Engineers, Inc Phone No: 208-489-4906 City/County Agency: MERIDIAN THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT E STATE AVE N WEBB WAY v v � v > 0 O E U O v Q 41 Proposed Street Names: U Q o U) m Comments 1 E KNOBCONE DR X 2 N MEADOWGLEN AVE E Alignment too far away,just continue as both Knobcone and Presidential 3 E PRESIDENTIAL DR X 4 N SCOTS PINE AVE X 5 6 7 8 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Remove N MEADOWGLEN AVE and continue as E PRESIDENTIAL DR and E KNOBCONE DR 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 Z m Z s E Meadowgrass Street E Avenue 3 0 z r ?N Meadow le ° 3 y �� ��° �' E Glenloch Street I Place t E Lochmeadow � m a ° o FtiunterDrive `°�� ZJa -±— �—� E �o Court o Z Q z �m P �V ; G a -nELochmeadoN+ Lochmeadow+ m 2 E Lochmeadow °� z Q E Lochmeadow �z E� Street = Street r 2 E River Valley Street o E Tourmaline Court m z a A t�Katelyn > m �. Bernice Drive T =!!�� 1i Meadow Cou d ¢ A >} Street `rt w x U Drive c af�U _R c R 7' -----�--�--- --+---+—— Q ` ° 'c I Drive _� p a a 3 a ^G°� z L°�E CFiateau --- o E uJ hateaU L �—? p Z Drive / z �� a, o r nl Z Z v w a ii N M�rose J Q E ChaDteVe z cS\ Grae G a -•-��> I Place e m a° o m CL U «�u E Meadow Wood Street z E Meadow Wood Drive m� 'nil-° in�a Ela % a > 3 zEMeadow S1a o` a Q N Applewood d c m�� � �e ; ; ; ; ; 0 ' z z z o c d of Wood Drive Place z E > p ° ( �Oo )° , ; ; S@CtlO;n: 4 4 ► Q m Q > / 9 N Marnita; r Z E Willowbrook E �w,0ake»t Drive 2 �E Z Q �� Sir Place Drive Willowbrook N Sequoia N Whittier Ne Dr N Wingate eon __�-- -- _—_ -�--E.Village Drive•+-- — rene Court ; Place 'N Place Place E Clarene Street ECI Clarene t t NCarol •Applewood arene r�1�:9 ° D v N Reba Avenue m Dnve m _ Street Avenue Court r„ E L �- o c c c ' E Loo Lane z > �-401 ° EA ricotDrive EMrI a z >P Q rJ�p �cPt ait z a E ---- -- ---�--- --+---+-- -+-------------+- _— o -° ; m ���1°c 'CCOurt ` Apricot Drive — @ ; ; 2 P� / r° 3 E Longwing Lane ; W. ; ' ; .@ % ; FGra ewood 2 ; , , , \ E Monarch E�Carol Street m � Drive ; SkyLane ,y z r r r r > Q JIV I O • � Z Of E Fairview Avenue w °rn z O r r � � r � r r r r _. d .-•—J-_—..._...._J—..J ..—J----J--_—_—..J•....--....J-...—..—. _—_—••-d----_-J..—...._...._J._...._...._..J._. -_—••--J•_—_.._....J--..._....__-+___.. _.._J..._----_----_J..._----_----_J._..__...._..J._..__....__ s T Z ...._ w fn 7 E Wilson Lane: r c � Z T �4 PART r ;r r r r r r r r a s e1 'E Jewel r a r r N C) �.. L. O � � � �� r � r r r r R w as ° >�Pjy 4st _N r E �J = c ° < d ;� W 3 oh m _>I a ane 3 R 3 c r r r \ z m ; _ ; ; ; ; E Fltire Yce E Florence Penrith\ z ; Avenue#1► `trucker ---- -- — Q -� --- ---� - - -+- Q - +-- - �- --- + -..- -� -Strome--- - EDruckerStreeti LaneID N APART ; ;Z ; ; o ESothesby > z ; Sectll .2 z FCon 9resstone/Or• rn m S ° a —- --- - -- - - — 'ye _ y d Street Or. yes. Z am m E S h e I I b roo k_�r�.� E --� - 'e iqe,f' — -- -----�— ----+- ---- +- i +---------- --i-- -- -+-- -+ �:— Ei se n ho Drive 2 Q �Driv O� Shellbrook FPre E'Preslltlentlal �m�—F wer�rwe Shellbr°°K EShellbrook Drive dahlia/pri Drive =oc� ;PART _ r , r r r , ,� Drive E Buchman - 'E$t �` F- reside li heri e c �� —�--� -� ateq'Veryue �_----�— -- y --- ---�.._- — + - _- -- -- -+--------------+ —_�° -+- h d� g a Court> E'State7Avenue--o o O, C C y r r r r r O r r LL E Judicial>s T z z5o Avenue Drive 6 N,New , o z m 3 v Bride EPineAvenue is E,Pin �r _ �_...N Touch N Ralstin z,lX N Webb Avenue Avenue N Machine ; z Av This map is made from data copyrighted by Ada :-___„ County.Ada County shall not be liable for ADA COUNTY ASSESSOR inaccuracies or misuse of this map. Maps a' � t Land Records DMsion 1 inch - 800 feet bearing this disclaimer may be photocopied freely. Geographic Information Systems However,use in any digital form requires the 190 E.Front Street,Ste.107 written permission of Ada County. __ Boise,ID 83702 PLAT SHOWING PLAT BOOK PAGE Pine 43 Subdivision No. 1 Sheet 5 Sheet 4 Situated in the Northwest Quarter. Legend Section 8, Township 3 North, Range 1 East, Boise Meridian, - Subdivision Boundary Line W Meridian, Ada County, Idaho. - Lot Lane r�n q y - Section Line 2❑ 1 Gov ew S - Center Line Sheet 3 Sheet 2 S.A..F� - Right-of-way Line 0 100 200 - Adjacent Property Line Key Map - - • • - - Match Line ----------------- - Tie Line Scale in Feet N1/4 --------- - Utility Easement Line E. Fairview Avenue CP&F No. 108038434 - -- -- -- - ACHD Right-of-Way Easement Line [5291]6 5 _ _ _ _ _ _ _S_89'59'19"E 2652_,6_0' _ _]476.45' 5 are] - ACHD Sidewalk Easement Line ACHD Drains a Easement Line 7 g CP&F No. 1110fi5fi64 1591.fi8' 11}60.92' 8 - 9- Utility & ACHD Drainage Easement Line - ACHD Drainage Easement Area S09Pleasant Valley Section Corner Subdivision apa - Quarter-Section Corner Bore] Bare] D - Found 5/8" Rebar, with Plastic Cop Marked I Paddington I J-U-B 11334" unless otherwise noted Subdivision I I co • - Set 1/2"x24" Rebar, with 0 Plastic Cap Marked "J-U-B 11334" - Set 5/8"x24" Rebar, with Pc� S 30'WC 6520¢�� Elliott Park Plastic Cop Marked "J-U-B 11334" 21 F I Subdivision ® - Set 1/2"x24" Rebar, with a; Plastic Cap Marked "EASEMENT JUS 11334" A - Point Not Set or Found 20 19 3�4 q[7. - Pleasant C# - Curve Number (Typical) 18 b Valley L •r 17 S6"•5 uqi Subdivision + # - Course Number (Typical) Unplatted 16 15 L20 1gsB23rye # - Lot Number (Typical) 1 ao 14 .52. RM - Reference Monument v 13 RM 30'WC [####] - PLS Number Found on Monument z kn060. Block 3 11 rp c 16 "e' 12 10 9 S6�•5 7 'S 1� $ 7 Q 23e e � I Curve Table - This Sheet Only I 15 fir, 18 19 _- 6 5 2g(j� ,bpi ,/ I Curve � Length Radius Delta Chord Bearing Chord Length L C _ 20 - 4 6, I 10 C1 126-19' 520-00' 13.54'13' S15.44'10'v 125.88' L14 _ L13 14 13 21 ��__ 3 2 � In c2 89.79' 480.00' 1 D+3'as" sas 1 9'43 W 89.s6' f° $ L12 12 Block 2 23 1 N C3 45.00' 30.00' 85156'05' S54'39'19 W 40.89' I 'I. See Detail 22 24 = 1 L11 11 25 1 C4 195.92• 1020.00• 11.00,20, NSr52'49^w 195.62' h I L10 .tr This Sheet 10 26 1 9 27 28 } CJ I I o C5 365.04' 680.00' 30'45'29" N78'00'14'W 360-68' _£ $ 29 i M C6 60.35' 280.00' 12'20'55^ N5627'02^w 60.23' C%lA N L9 21 re��o 7 fi L1 Q C7 6-58' 451-50' 0.50'08' N502fi'24 W 6.58' o _J L7 20 19 18 eryt1ol❑r,�e_ 5 4 3 2 1 0° E. Presidential Drive-_ r N 1 ` �t� 17 ' L4 Line Table - This Sheet Only Line Table - This Sheet Onty 16 �� 15 1 Line # Mr-fien Length Line nirmetinn Length _ 14 I Block 1 _J I LI S53.18'11"w 27.98' L11 N36.47'36"E 26.24' ----- - N6g3'29 13 12 11 10 1 L2 S08'55'25'w 56-00' L12 N29'41'49'E 26.24' •9S �Y 9 8 7 6 5 4 3 2 L3 581'0+'35'E 5.31' L13 N26'08'55'E 15.61' A U l Unplatted L4 S40'03'13'E 30.1a' L14 N11'27'397N 7.38' fe J ver�4e 1 L5 SW58'lo'w 52.03' L15 N39'08'31"E 20.00' �4] �' C5 �4 L6 N82 22'39'W 107-88' L16 N30'30'44'E 105.98' IV it 10-t _ - -- - -- -- - Ls C+� 1 L7 402'01'00'W 27.68' L17 N10'53'31'E 79.88' L8 N44'06'05'W 56-02' LIS NVr14'WE 47.01' f ` 1�� `� 1 L9 SST3+'431'7 ]8.57' L19 N26'22'56'E 1 15.98' i A� � 1 i e8fy` i I 00 N46-36.49"E 54-00' L20 M23-20.20"E 30.01' I 1i C) O% �+ I �' f � •?� Unplatted ZAiyp n7 ``DDetail 4,� ��G15 T£A� rG�'L CJ-U.B 11 _ 101 1334 a,. 7 Y ^rr E. Pine Avenue �Op� ___ ___ __ _ _ [Bare] /c of 1-U-B ENGINEERS, INC. 8 [5291] W1/4 N89'54'57"W 2649.69'- - -- - - - --- C1/4 dfC 5. CP&F No. 111014365 250 South eeechwood Avenue,Suite 201,Boise,ID 83709-D944 CP&F No. 107150725 p 208 376 7330 f 208 323 9336 w unww.jub.cam See Sheet 6 for Notes. Easement Notes, & Reference Documents, JUB Project No. 10-18-011 SHEET 1 OF 8 Street Name Evaluation Response Sheet Subdi►►isionlJurisdktio►1: Pine 43 Sub No 411Meridian Representatives: Comments 1 Ada County Assessor Approved As Reviewed Okay with Sherrifs comments 2 Ada County Sherrif Approved with Comments Remove Meadowglen and continue as Knobcone and Presidential 3 ACHD No Response/Defer 4 Ada County Development Services Approved As Reviewed Okay with 5herrifs comments 5 Meridian Fire No Responsel�efer 6 City of Meridian Approved As Reviewed Okay with 5herrifs comments 7 8 9 ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: April 27, 2018 Final Plat RX Project Name: Pine 43 Sub No 01 T/R/S 3N 1E 08 Parcel Number(s): S1108233630 Project/Plat Applicant: JUB Engineers, Inc Phone No: 208-489-4906 City/County Agency: MERIDIAN THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT E STATE AVE N WEBB WAY v n > o o � v v o Q c v Proposed Street Names: u a o Ln m Comments 1 N NOLA AVE C E Alignment too angled;Can used originally proposed Scots Pine 2 E PRESIDENTIAL DR X 3 E SOTHESBY DR C Alignment too angled, needs a new name UNAMED N/S SEG CONNECTING 4 PRESIDENTIAL b Aligns with Meadow Glen 5 6 7 8 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Please replace existing WEBB WAY with N WEBB WAY Please replace N NOLA AVE with N SCOTS PINE AVE or a NEW UNIQUE NAME Please replace E SOTHESBY DR with a NEW UNIQUE NAME Please replace UNAMED N/S segment connecting PRESIDENTIALwith N MEADOWGLEN AVE 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 Page 1 of 2 ' STREET NAME REVIEW APPLICATION Please attach a legible copy of plat or site plan with the application and submit directly to: Ada County Assessor-190 E. Front Street, Boise, ID 83702, Email:Streetnamemail@adaweb.net Applications will be reviewed in the order in which they are received Application Date April 27,2018 Review Needed By I May 1,2018 Project/Subdivision Name Pine 43-Phase 1 Preliminary Plat Final Plat ✓ Type Of Dwelling(s)/Structure(s) Proposed Single Family Multi-Family Other I'm Applying To: Name New Public or Private Street(s) Change Existing Street Name Existing Street Name Number Of New Public Streets Proposed 15 1 Number Of Private/Changed Streets Proposed (Please Attach Plat/Plan) (Please Attach Plat/Plan) Private/Changed Street Names Choices 1st Choice 2nd Choice 3rd Choice 4th Choice Applicant Information Company/Firm Name: JUB Engineers, Inc Applicant Type: Architect Developer Engineer P&Z Dept. Contractor Owner Li 11 R] Agent/Contact Name: Kristi Watkins,Planner Phone: 489-4906 Email: I kwatkins@jub.com Subject Property Information Township Range Section Location/Street Address Pine Ave, Fairview Ave, E of Locust Grove 3N 1 E Parcel Number(s) I S1108223551,S1108233620,S1108233641,S1108234110,S1108244525,&R7104250350 Owner Information Same As Applicant? No ❑✓ Yes ❑ Owner Name/Company I DMB Development,LLC Phone 941-7702 Address 1 250 S Beechwood Ave 7 City I Boise I State ID Zip 83709 Street name reviews will be completed within 2 to 3 weeks of receipt of application. Completed reviews will be uploaded to the following Ada County Assessor link: https://adacounty.id.gov/Assessor/Land-Records/Street-Naming-and-Addressing Ada County Assessor-190 E.Front St.,Suite 107,Boise,ID 83702 - Phone:208-287-7270 PLAT SHOWING PLAT BOOK PAGE Curve Table - This Sheet Only Pine d �T^ Curve # Length Radius Delta Chord Bearing Chord Length 1 ine T 3 Subdivision 1�1 V• 1 cl 126,19' 520.00' 13'54'13' S1544'10'W 125.86' Situated in the Northwest Quarter. C2 89.79' 480.00* 10'43'06" N06'19'43'E 89.66' Section 8, Townsho 3 North, Range 1 East, Boise Meridian, C3 45.00' 30.00' 85'56'05' N54'39'19'E 40.69' C4 195,92' 1020,00' 11'00'20" N8T52'49'W 195.62' Meridian, Ada County, Idaho. C5 365.04' 680.00, 30'45'29' S7B'OO'14'E 360.68' 2018 C6 60.35' 280.00' 1720'55" S56'27'02'E 60.23' C7 6.58' 451.50' 0'50'08' N5O'26'24"W 6.58, N1/4 0 100 zoo E. Fairview Avenue CP&F No. 108038434 6 5 S89'59'19"E 2652.60' S - - - --- --- - - - --- - - - - - - - - - [Bare] Scale in Feet [5291]7 8 CP&F No. 111065664 1591.68' 1060.92' 8 Legend SOO'32'33"W - Subdivision Boundary Line 476.45' � Little Creek I I - Lot Line Subdivision No. i I N89.42'O7..W - Section Line - Center Line I [Bore] 100.04' [Bare] - Right-of-way Line I Paddington Subdivision I - Adjacent Property Line cc I - Match Line m 1 ----------------- - Tie Line --------- - Utility Easement Line WC I Unplatted - - - - - - - - ACHD Sidewalk Easement Line 22 I - -- -- -- -- - ACHD Drainage Easement Line 1 20 19 - Unplatted - ACHD Drainage Easement Area 1 1 18 b Unplatted nQ _ 17 1 g ❑�+ - Section Corner 1 15 14 ex);* - Quarter-Section Corner ' 13 ARM o - Found 5/8" Rebar, with Plastic Cap Marked r, E. WC 30.00 J-U-B 11334" unless otherwise noted 28 �f hesbp D Block 12 3 1 1 10 0 Set 9 Plastic Cap 4Marked r"JUB 11334" r .o 27 6111 8 7 1 0 - Set 5/8"x24" Rebar, with �° 26 �_ 6 1 Plastic Cap Marked "JUB 11334" See Detail = 25 5 4 zo - Point Not Set or Found This Sheet�!� ' 24 3 M Chl - Curve Number (Typical) 2 23 -1 2 L,# - Course Number (Typical) f° 0 1 ►' 3 Block 2 21 N # - Lot Number (Typical) 4 22 20 19 18 17 1 5 v RM Reference Monument w 6 15 [####] PL5 Number Found on Monument ev E 7 15 ,, 17 2 A"ea. f o 0 3 4 aa4f'o�Dr+ 9 10 11 12 13 14 -E- presidential Drove m >= i 5 �B 6 Line Table - This Sheet Only Line Table - This Sheet Only 7 - _ 1 t3 --_. - _ _. __-- I Line Direction Length Line �' Direction length 9 1 10 Block 1 I L1 553'18'11"w 27.98' L11 N44'11'47'E 44.30' 11 12 L2 SOS'55'25'w 56.00' L12 N35'10'21'E 39.50' 13 14 15 16 17 18 19 20 21 1 L3 SB1'04'35"E 5.317 L13 N26'00'55"E 29.20' Unplatted L4 S40'03'1YE 30.18' L14 N11'27'39 W 7.38' L5 S00158'1O'W 52-03' L15 N39'05'31'E 20-00' t +! << I L6 N82'22'39'W 107.88' L16 N30'30'44'E 105.98' K. t L7 NO2'O1'00'W 27,68' L17 N1O'53'31'E 79.88' r 1 L8 N44'06'05"W 56.02' L18 N28714'171 47.01' r 5 L9 56734'43ti+ 29.07' L14 N26-22.56"E 115.98' I A I L10 N75'01'42"E 19.45' L20 I N23'20'20"E 30.01' I I g + 1 Unplatted 1 Detail Q� r,tsT� (rJ -U-B 11, = 10' a o V .,a ---- y-- -rr^ E. Pine Avenue [Bore] OF � �`� J"U-6 ENGINEERS, INC. --- --- - - - -- - --- --- q [52911 8 N8T54'57"W 2649.69' C1/4 ft S. W1/4 CP&F No. 11 1014365 2SO South Beechwood Avenue,Suite 201,Boise,ID 83709-D944 CP&F No. 107150725 p 208 376 7330 r 209 323 9336 w www.jub.com JUB Project Nc. 10-18-011 SHEET 1 OF 8 THE (rJ-UIB 1-U-B COMPANIES v1 LANGGON MAPPING GROUP INC. J•U•B ENGINEERS, INC. 5 May 2020 Sonya Allen Associate City Planner City of Meridian 33 E. Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: PINE 43 PHASE 2 GROUNDWATER ELEVATIONS Dear Sonya, A geotechnical evaluation for the project site was performed by Bob Arnold, PE, with subsurface soil information summarized in his report dated February 4, 2008. According to the reports, seasonal high groundwater can be anticipated at depths greater than 9-feet below the existing ground surface. Based on the information provided in the geotechnical report, the roadway finished grade centerline elevations were designed to be more than 3-feet above the anticipated groundwater elevations. Please feel free to contact me at(208) 376-7330 if you have any questions Sincerely, J-U-B ENGINEERS, Inc. Keith H. Morse, PE Site Development Project Engineer a 250 South Beechwood Ave Suite 201,Boise,ID 83705 p 208-376-7330 w www.jub.com E IDI�N- - Meridian City Hall, Suite 102 33 E. Broadway Avenue D Meridian, Idaho 83642 Community Development 208.887.2211 Department Parcel Verification Date: 5-18-18 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Pine 43 Phase 1 T/R/S: 3N 1E 8 Parcel Numbers: S1108233630 (16.36 Acres) Property Owner: C & O Development Inc 250 S Beechwood St #120 Boise, ID 83709 Address Verification Rev:04/23/12