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APPLICATION
Development Application Transmittal Link to Project Application: Whitecliffe Estates No. 2 FP H-2020-0070 Transmittal Date: 6-23-2020 Hearing Date: July 21, 2020 Assigned Planner: Alan To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org 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: July 21, 2020 Planner: Alan File No.: H-2020-0070 Project Name: Whitecliffe Estates No. 2 Request: Final plat consisting of 36 buildable lots and 4 common lots on 9.89 acres of land in the R-4 zoning district,by 943 W. McMillan Road LLC. Location: The site is located at 943 W. McMillan Rd., in the NE 1/4 of the NW 1/4 of Section 36, Township 4N., Range 1 W. C��W I Planning Division c, DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: File number(s): Assigned Pianner: Related files: 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(© Vonly 1) ❑ Director ❑Director ❑Commission ❑Commission ❑ Variance ❑ Development Agreement Modification ❑Other Applicant Information Applicant name: 943 W.McMillan Road LLC Phone: (208)939-5665 Applicant address: 13967 W.Wainwright Drive,Suite 102 Email: Todd am xhomes.com City: Boise State: ID Zip: 83713 Applicant's interest in property: M Own ❑ Rent ❑Optioned ❑Other Owner name: Same as Applicant Phone: Owner address: Email: City: State: Zip: Agent/Contact name(e.g.,architect,engineer,developer,representative): Becky Mckay Firm name: Engineering Solutions,LLP Phone: (208)938-0980 Agent address: 1029 N. 13967Rosario Street,Suite 100 Email: beckym@engsol.org City: Meridian State: ID Zip: 83642 Primary contact is: ❑Applicant ❑Owner ®Agent/Contact Subject Property Information Location/street address: 943 W.McMillan Road Township, range,section: T.4N.,R.iW„Sec.36 Assessor's parcel number(s): SO436212450 Total acreage: 9.89 Zoning district: R-4 Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-894-5533 Fax:208-888-6854 www.meridiancity.org/planninp- -I Res:(211 112 02 0) Project/subdivision name: Whitecliffe Estates Subdivision No. 2 General description of proposed project/request: Request for final plat approval for 36 single-family residential lots, 4 common lots and 1 common driveway lot on 9.89 acres Proposed zoning district(s): R-4 (existing) Acres of each zone proposed: Type of use proposed(check all that apply): 8 Residential ❑Office❑ Commercial ❑Employment❑ Industrial ❑Other Who will own&maintain the pressurized irrigation system in this development? Whitecliffe Estates HOA Which irrigation district does this property lie within? Settlers Irrigation District Primary irrigation source: McKinney Lateral Secondary: Irrigation Pond Square footage of landscaped areas to be irrigated(if primary or secondary point orcon„ection is City water): NIA Residential Project Summary(if applicable) Number of residential units: 36 Number of building lots: 36 Number of common lots: 4 Number of other lots: 1 driveway lot Proposed number of dwelling units(for multi-family developments only): I bedroom: 2--3 bedrooms: 4 or more bedrooms: Minimum square footage of Structure(excl.garage): 1,400 Maximum building height: 35' Minimum property size(s.f): 8,000 Average property size(s.f.): 9,263 Gross density(Per UDC I I-lA-1): 3.64 Net density(Per UDC 1 1-1A-1): 5.3 Acreage of qualified open space: 6.17 Percentage of qualified open space: 1.7 'type and calculations of qualified open space provided in acres(Per UDC 11-3G-313): 0.17 acre pathways, end of block landscape buffers. Amenities provided with this development(if applicable): N/A Type of dwelling(s)proposed: ©Single-family Detached ❑Single-family Attached ❑Townhouse ❑Duplex ❑Multi-family ❑Vertically Integrated ❑Other Non-residential Project Summary(if applicable) Number of building lots: 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: Becky McKay, Partner, Engineering Sol tions, LLP Applicant signature: Date: 6/8/26 Community Development r Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.org�piannin� -2- Rev;(21!112020) Whitecliffe Estates Subdivision No. 2 Final Plat Project Narrative 943 W McMillan Road LLC hereby applies for final plat approval of Whitecliffe Estates Subdivision No. 2, containing 36 single-family residential lots, 4 common lots and 1 common driveway lot on 9.89 acres in an R-4 zone. The gross density of the final plat is 3.64 dwelling units per acre, with a net density of 5.3 dwelling units per acre. Lots range in size from 8,000 to 17,171 square feet, with an average lot size of 9,263 square feet. The preliminary plat was approved by the Meridian City Council on November 20,2019. The property was annexed under Ordinance No. 18-1797,which was recorded as Instrument No. 2018-111712. The applicant also entered into a Development Agreement, recorded as Instrument No.2018-111711,records of Ada County,Idaho. Whitecliffe Estates Subdivision No. 1 was recorded on February 5,2020. Primary landscaping and amenities were installed in Phase 1 of the project,with a 2.49-acre central park, pressure irrigation pond and interconnecting pathways. A total of 0.17 acre is being developed in this phase. The final plat is in conformance with the approved preliminary plat and meets all requirements or conditions thereof. The final plat conforms with all requirements and provisions of the UDC and was prepared in conformance with acceptable engineering,architectural and surveying practices and local standards. Ada County Assessor This map is a user generated static output from an Internet mapping site and is for general reference only.Data layers that appear on this map may or may not be accurate,current,or otherwise reliable.THIS MAP IS NOT TO BE USED FOR NAVIGATION OR LEGAL PURPOSES. Buis e r O n cro 5 bW bee.MFefttr ` .I 4F :F_11L '':rr a Lr Canyo .'�. , k• 06 Ilk �,- % _ +� _ _ Y M _ Elmore VY r.i:elil1:irt `[:I �75��yhee Legend Railroad r t Roads(2,000-4,000 s E P'_..I 'r,l I".". _ �• - <all other values> Interstate _ Ramp hll II ' LII I I I 'd i .-I I�-'-"�1 - �'EE`r.k.SP N Principal Arterial '" •,5 ��-- -- - - Collector j�- - - -- - - - Minor Arterial Local r •� Parks E •. _ � _- -- - .� - tC _ 5 Alley Driveway IN F_ it,l'^ rl'a Clr Parks A £ `' ❑ Subdivisions ❑ Townships Sections ❑ Condos r —' — - - — -- _- —- = I I';;.I I'I I I I�;:.'r I' ' ❑ Parcels 1 - EC A SPRI 1 I r l a[i 5 L .jI C K N 0. i�. B D I .'N: 4 a.. LG R O ra L AR "S `` 5/28/2020 E �� AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) ) SS. COUNTY OF ADA ) I, Todd Amyx, Manager of 943 W McMillan Road LLC, 13967 W. Wainwright Drive, Suite 102, Boise, Idaho 83713, 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: Engineering Solutions, LLP 1029 N. Rosario Place, Suite 100 Meridian, ID 83642 to submit the accompanying application(s) pertaining to that property. 2. 1 agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 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). Dated this ,Z214 day of Lv,'�e vA-L 2Q19. ignature) SUBSCRIBED AND SWORN to before me the day and year first above written. CAL 4f `�oti��uivar�i� ,� pftY Pu& • i� My cOMMISSION = o Public for.Idaho EXPIRES 8-16.2024 Re iding at: ��• My Commission E ires: _ � Z®ZC �i 0 •:9TF OF 10P'4ti~��� M C U C 0003863753 1 T sE STATE OF IDAHO U o¢............A�' Office of the secretary of state, Lawerence Denney For Office Use Only o ANNUAL REPORT -FILED- °` Idaho Secretary of State PO Box 83720 File#:0003863753 C STE o4 Boise, ID 83720-0080 Cr (208)334-2301 Date Filed:5/4/2020 9:27:04 AM C Filing Fee:$0.00 C Entity Name and Mailing Address: I\1� Entity Name: 943 W MCMILLAN ROAD LLC C The file number of this entity on the records of the Idaho Secretary 0000616351 of State is: .. Address 13967 W WAINWRIGHT DR STE 102 BOISE, ID 83713-2094 Entity Details: Entity Status Active-Existing CD This entity is organized under the laws of: IDAHO n (D If applicable,the old file number of this entity on the records of the W204493 N Idaho Secretary of State was: (D The registered agent on record is: �2 Registered Agent TODD AMYX Registered Agent k< Physical Address 13967 WAINWRIGHT DR STE 102 BOISE, ID 83713 C Mailing Address U CD Limited Liability Company Managers and Members n Name Tltle Business Address (D © Sidney A Amyx Ms Manager 13967 W WAINWRIGHT DR.STE.102 rf BOISE, ID 83713 ri k< The annual report must be signed by an authorized signer of the entity. O Sidney Amyx 0510412020 Sign Here Date U. W Job Title: Manager (D W (D ri (D C) (D C (D (D Pagel of 1 Re—recorded tofcorrect grantor ADA COUNTY RECORDER Christopher D.Rich 2018-063592 J�'�/{�, q��� BOISE IDAHO Pgs=2 HEATHER LUTHER 07/09/2018 02:14 PM ,"/`.J.�+�~bcf t3 ! D" � NEXTITLE-IDAHO $15.00 After recording return to: 943 W McMillan Road LLC Mr.Todd Am ADA COUNTY RECORDER Christopher D.Rich 2018-069031 BOISE IDAHO Pgs=3 VICTORIA BAILEY 07/24/2018 02:32 PM 13967 Wainwright Drive,Ste. 102 NEXTITLE-IDAHO $15.00 Boise,Idaho 83713 WARRANTY DEED For good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Brinegar Investments LLLP, an Idaho limited liability limited partnership,-* ("Grantor"), does hereby grant, bargain, sell, convey and warrant to 943 W McMillan Road LLC, an Idaho limited liability company ("Grantee"), whose current address is 13967 Wainwright Drive, Ste. 102, Boise, Ada County, Idaho 83713, and to Grantee"s successors and assigns forever, all of Grantor's interest in and to the real estate and improvements thereon situated in the County of Ada,State of Idaho,as more particularly described as follows: 'who acquired title as Brinegar Investments, L.P. , an Idaho The NE 1/4 of the NW 1/4 of Section 36, Township 4 North, Range 1 West, Boise Limited Meridian,Ada County, State of Idaho. Partnership TOGETHER with all improvements, water, water rights (if any), ditches,ditch rights(if any), easements, hereditaments and appurtenances thereto and SUBJECT TO taxes and assessments for the year 2018 and all subsequent years, together with any and all existing easements, rights-of-way,reservations, restrictions and encumbrances of record, to any existing tenancies, to all zoning laws and ordinances, and to any state of facts an accurate survey or inspection of the premises would show. The Grantor covenants to the Grantee that Grantor is the owner in fee simple of said premises;that the premises are free from all encumbrances,excepting those as may be herein set forth,and excepting those of record,and that Grantor will warrant and defend the same from all lawful claims. IN WITNESS WHEREOF,the Grantor has executed this instrument on this�_day of July,2018. GRANTOR Brinegar Investments LLLP, an Idaho limited liabil' ' 'te ers B : lyde . Brinegar,LGen1 artner By: Sharon K. Osteri Bier,General Partner WARRANTY DEED-P.i Re—recorded to correct grantor After o�)—&>recording return9 to: 943 W McMillan Road LLC Mr.Todd Amyx 13967 Wainwright Drive, Ste. 102 Boise,Idaho 83713 WARRANTY DEED For good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Brinegar Investments LLLP, an Idaho limited liability limited partnership,- ("Grantor"), does hereby grant, bargain, sell, convey and warrant to 943 W McMillan Road LLC, an Idaho limited liability company ("Grantee"), whose current address is 13967 Wainwright Drive, Ste. 102, Boise, Ada County, Idaho 83713, and to Grantee's successors and assigns forever, all of Grantor's interest in and to the real estate and improvements thereon situated in the County of Ada, State of Idaho, as more particularly described as follows: who acquired title as Brinegar Investments, L.P, an Idaho The NE 1/4 of the NW 1/ of Section 36, Township 4 North, Range 1 West, Boise Limited Meridian,Ada County, State of Idaho. Partnership TOGETHER with all improvements, water, water rights (if any), ditches, ditch rights (if any), easements, hereditaments and appurtenances thereto and SUBJECT TO taxes and assessments for the year 2018 and all subsequent years, together with any and all existing easements, rights-of-way, reservations, restrictions and encumbrances of record, to any existing tenancies, to all zoning laws and ordinances, and to any state of facts an accurate survey or inspection of the premises would show. The Grantor covenants to the Grantee that Grantor is the owner in fee simple of said premises; that the premises are free from all encumbrances, excepting those as maybe herein set forth, and excepting those of record, and that Grantor will warrant and defend the same from all lawful claims. IN WITNESS.WHEREOF,the Grantor has executed this instrument on this �r� day of July,2018. GRANTOR Brinegar Investments LLLP, an Idaho limited liabil' to ners B : Clyde . Brinegar, Gener l artner B : Sharon K. Ostermeier, General Partner WARRANTY DEED-P. 1 � 1029 N. Rosario Street, Suite 100 GINEERING Meridian, ID 83642 SbLUTIONSLLP np9der�ineemgcomm�aosfarNfam Phone: (208)938-0980 Fax: (208)938-0941 E-mail: kathys@engsol.org June 8,2020 Mr. Warren Stewart, P.E. Engineering Manager City of Meridian Public Works 33 East Broadway Meridian, JD 83642 Re: Whitecliffe Estates Subdivision No. 2 Dear Mr. Stewart: Please note that this is certification that the street centerline is a minimum of 36 inches above highest known groundwater elevation. Please call me if you have any questions or require additional information, Sincerely, Enginee ' utions, LLP . . 4� ENS�CC�►'/yam r Of AO M. Kathleen M, Stroschein, P.E. 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THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS 0' 40' 80' 160' WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION CP&F INST. SHOWN HEREON. NO. 2016048141 26 25 W 1/16 W. MCMILLAN RD.- BASIS 0" BEARING 1" = 80' 25 1/4 _ N89'24'40"W 2681.72' 35 36 1341.28' CP&F INST. - NO. 2020002036 1340.44' I 36 C 0992 P SOT. No. o I LINE TABLE LINE TABLE z LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION \ / z I L1 25.00' S89'45'55"E L11 25.00' S89'45'55"E L2 25.00' S89'45'55"E L12 12.61' SO'42'44"W � CDI o UNPLATTED L3 14.14' S45'14'05"W L13 28.28' S44°17'16"E N I o " L4 14.14' S45'14'05"W L14 28.28' N45'42'44"E �,' ���' $074 05 W L5 14.14' S44'45'55"E L15 25.00' N89'17'16"W W. BIRD WING DR. o 31.02' I $89'45'S5"E 165.00' L6 14.14' S44°45'55"E L16 25.00' N89'1 T16"W � 115.00'- L1 L2 115.00' L7 25.00' NO°14'05"E L17 27.28' N46'5T23"W CO 2 8345 sf o $89'45'S5"E L8 25.00' NO'14'05"E L18 25.00' S89°32'50"E " CD ^ w WHITECLIFFE ESTATES SUBDIVISION NO. 1 SD 2710 W o BLOCK 8 0 _ - - ------ - L9 20.82 N66'00 00 E L19 25.00' S89°32'50 E BK 118 PAGES 17959 - 17961 3.69 a 0 105.00' 06I Y I 21 ip L10 25.00' NO'14'05"E L20 100.00' N89°45'55"W 115.00' S89 45 55"E_ Q o ^ o S89'32'50"E S89'32'S0"E 165.00' 1000 sf 1 ��� Na- , 8970 sf o aol 3 _ 35 36 - - - - - - - -^1- ao 95.00' N 10' 115.00' N � ' W r ---- ' T POINT OF o ' EXISTING CITY OF MERIDIAN T L19 L18 1/4 J S89'45'55"E 140.00' � _-_N89'45'S5"W- �. SANITARY SEWER EASEMENT, UNPLATTED p� 6 w I ,r, I W. SYDNEY ST. o_ N > 2 o BEGINNING CP&F INST. z r , �, o wY SEE NOTE 11 � p INSTR. No. 2019-071587 �j N 8668 sf ri a o Cl NO. 2019-092669 J 95.00' c> o?��_ 115.00' ___ N' o n r` u-i 8625 sf ici 111000 sf ls�� � M N89°45'55"W �" 3905 sf - - - - - - - I - - - - S89'1 I6"E 776.14' Z s1T1� - - - - - - a Z 41 S89'45'55"E- \ Zz 90.00' ----, 25.00' 55.00' 1--- 80.00' - 80.00'--- - 82.00'--- - 82.14'--- - 82.00' --- 82.00'--- 82.00' --- r 81.34'--- �, cap w o o o 0 105.00' I j 5, 1 1 15.00 I 14 I I I - I I - I I I 0.00'- I - - 90.00'- - - - - w m o 19 0 5' o o N8932'50"W Y N� o 0 10 o M o wj I o18 I I� 17 j 16 j 15 I I I j 13 j j 12 j j 11 1 j 1p j j g j j g j 1 7 } 0 3 10 ZN Z o 10, 8000 sf w sr 1 0� w y b1 I o=� I o j 3 3 3 j o o 0 y o 9430 sf o; a I= I = z 9985 sf NI ,ri o a, 9446 sf o 1= of I r` ^ of Z in o 115. 0_'_ 10 N N r� o' o I of I I of ,3 of pp ri 8625 sf zo �, 1 N 9200 sf Q- No N - j o, j' cv u7 N , j_ 9430 sf N i j_ 9354 sf N w 1�' I BLOCK 6 I S I �I N Sri 9430 sf 9430 sf �r o o w 3 w r - - r x- - of I rn o �, ^ �I I "�' 1 �I I r-I I m "'I I LO z cam,c� S89'45 55 E M z, o o f 9 �; c, o BLOCK 5 I N 5 20o sf NI I N s2oo sf j j ^j j N ^j j N �j j N I N o^I I N �j j �j I N 10114 sf j 1 _115.Q� - "' m N w �Ioo 15.0o ; w 1 0 �i I N - I ; I I__- I I__- I I__- I I__- � � � � � � � BLOCK 5 � I % % s9'32'5o"w "' �- - - II - - -1 -5 iII - II - I ; °� �N 0 J Y p or ^ 9128 sf c 54.34 - 80.00'- ' 80.00'- 80.00'- 82.00'- 82.14'- 82.00' - 82.00 82.00 81.34'- 80.00'- - 55.36' - 4 I 3 3 a m m Z Z SFF \� N G`1 Qco o o a s m o I 589L45'55''E 118.08'---" 'I'oT - - S89°17'16"E N / 9158 sf � �i ,� "� `n z F - - - _ _ S89'1 T16"E 1 - - 115,00 - - N "�m j -6s-2s` 51.7s' �9 r- ole '� N 382.os' W. LORETTA ST. - - - �>> N N a jnc) 2482 sf L20 8 554.12' N ,\ _ C5- !/ o� `L1T� I 75.00' J 1 42.06'1 1-- 75.00 - -1 1--- 75.00'- 1 1--- 75.00'- -1 - 70.00'--.� o ¢ �,` - 65.00' -; 70.00' --- 70.00' - - 70.00' --- 70.00' --- 70.00' --- 70.00'- - 24.12' -C6 \ G - N89 32 50 W I i I 5 I o I I - 12 I I - 11 11 - I I - 11 - 11-- I 5 7 I 6 I 5 I I - 4 I I 3 I I 2 1 0 � I Lo N' ul '8154 sf �� 3 w I j 1 o 13 I I I I I 10 I I 9 I I 8 I I 7 5yl 6 \ �`� i b w' co) N `�' 0 8625 sf ;0 8625 sf 0 8625 sf �; I o 10150 sf Y �I oo `rl o o o = I u' "q t o F oil I NI 1"� `� "� N t2 N 0 9575 sf 8050 sf 8050 sf d-: o �; 'o ter; 'o o I o �+ 17171 sf o c,F o �, �I I^ �I I �I o N U o N Sri N ,ri N 8050 sf 8050 sf 8050 sf �; 8050 sf \ \ N z N 8697 sf z z o' o' I^ '6 o m 01 �I I �I 11127 sf r' 1 0 0, o; �r �t I� �I I� I I� I I"' I I� "' "' N u; ;F 11472 sf j 1 BLOCK 7 1 I 1 1 z 5, z 1 I' z �' 1 1 of I^ o I^ ZI I ZI t o ZI I^ z1 I^ \\ I I I o I I I z z z o o: \ PLS9895 u - - 1 - -- -- I_-- I I_ I I_-- I ;BLOCK 671 Lf 5' \, _ II - II_�_ II - - - - T --- 75.00'� 75.00'--- L--- 90� L16 L15 �--- 85.00'-��' I -- 70.00'---I I--- 70.00'---I I--- 70.00'- 70.00'--- 70.00'--- _70.00'--- 125.03' ------ - 100.00' ---J 0_ 75.00 - 75.00' 75 FOUND 5/8, ILLEGIBLE N89'1T16"W 1335.43' I - FOUND 5/8, ILLEGIBLE REPLACED CAP (S8976'31"W) REPLACED CAP - BALDWIN PARK SUBDIVISION NO. 6 FOUND 1/2, ILLEGIBLE BK 88, PAGES 10202-10203 REPLACED CAP BALDWIN PARK SUBDIVISION NO. 6 BK 88, PAGES 10202-10203 - - - \ \ / W. WHITE SANDS DR. Y NOTES n 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-To-FARM, WHICH STATES THAT LEGEND WHITECLIFFE ESTATES SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A CURVE TABLE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING - - SUBDIVISION BOUNDARY CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS To EACH LOT. NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN CURVE # LENGTH RADIUS DELTA BEARING CHORD THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS SECTION LINE C1 93.75' 60.00' 89'31'22" S44°31'36"E 84.50' 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE PERMANENT EASEMENT FOR PUBLIC UTILITIES, WHITECLIFFE ESTATES SUBDIVISION HOMEOWNER'S ASSOCIATION RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL RIGHT-OF-WAY WAY LINE C2 94.52' 60.00' 90'15'34" N45'34'57"E 85.04' PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT FACILITY OR EXPANSION THEREOF. - CENTERLINE LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. LOT LINE C3 62.66' 85.00' 42'14'22" S20°53'06"E 61.25' 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF C4 36.32' 85.00' 24°28'45" S54°14'39"E 36.04' 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN MERIDIAN RECORDED AS INSTRUMENT No. 2018-111711, RECORDS OF ADA COUNTY, IDAHO. EXISTING PARCEL LINE EFFECT AT THE TIME OF THE RESUBDIVISON. 11. LOT 20, BLOCK 5 AND THE NORTHERLY 5.00 FEET OF LOTS 18 AND 19, BLOCK 5 ARE SERVIENT TO PUBLIC UTILITY, PRESSURE IRRIGATION C5 33.83' 85.00' 22'48'16" S77'53'09"E 33.61' 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE & LOT DRAINAGE EASEMENT LINE - C6 39.00' 85.00' 26*17'31" N77°33'58"E 38.66' WITH IDAHO CODE SECTION 31-3805(1)(B). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED SEE NOTES 1 & 2 C7 35.25' 85.00' 23°45'44" N52°32'20"E 35.00' IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE SETTLERS IRRIGATION ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND EXISTING CITY OF MERIDIAN DISTRICT. ANY PROPOSED AND/OR FUTURE USAGE OF THE BOISE PROJECT BOARD OF CONTROL FACILITIES INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE C8 59.65' 85.00' 40*12'18" N20°33'19"E 58.43' IS SUBJECT To IDAHO STATUTES TITLE 42-1209. MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY SANITARY SEWER EASEMENT INSTRUMENT N0. 2019-071587 C9 55.14' 35.00' 90'15'34" N45°34'57"E 49.61' HIGHWAY DISTRICT PURSUANT To SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. OTHER EASEMENT LINE AS NOTED C10 54.69' 35.00' 89'31'22" S44°31'36"E 49.29' THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING 12. THIS DEVELOPMENT IS SUBJECT To THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE FOUND BRASS CAP AS NOTED � LA PERMIT SUBMITTAL UNLESS A GREATER EASEMENT EXISTS, IN WHICH CASE THE EASEMENT SHALL GOVERN 0 NP NO AGREEMENT RECORDED AS INSTRUMENT NO. 2019-062943, RECORDS OF ADA COUNTY, IDAHO. \� s THE SETBACK ® FOUND ALUMINUM CAP AS NOTED c�5 G\STER Ci 13. THIS SUBDIVISION WILL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND F �G 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY RESTRICTIONS FOR WHITECLIFFE ESTATES SUBDIVISION NO. 1, RECORDED AS INSTRUMENT NO. 2019-116877, 0 SET 5/8"x24" REBAR w/PLASTIC CAP p O OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. RECORDS OF ADA COUNTY, IDAHO. • SET 1/2"x24" REBAR w/PLASTIC CAP �� 0 943 W MCMILLAN ROAD, LLC ;;6 DEVELOPER 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL 14. COMMON LOT 8 OF BLOCK 7 IS SUBJECT TO A BLANKET CROSS ACCESS SHARED DRIVEWAY EASEMENT N 11118 O HIGH GROUNDWATER ELEVATION. FOR THE BENEFIT OF LOTS 6 AND 7 OF BLOCK 7. THE RIGHTS, RESTRICTIONS, AND RESPONSIBILITIES FOR 0 FOUND 5/8' REBAR, PLS 11118 OR AS NOTED A Pr BOISE, ID 8. LOTS 16 AND 20, BLOCK 5; LOTS 8 AND 11, BLOCK 7 AND LOT 1, BLOCK 8 ARE COMMON LOTS TO BE SAID EASEMENT ARE DEFINED IN THE CC&R DOCUMENTS FOR THIS SUBDIVISION. o FOUND 1/2" REBAR, PLS 11118 OR AS NOTED lj TF OF \� cam) OWNED AND MAINTAINED BY THE WHITECLIFFE ESTATES SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS 15. SEE RECORD OF SURVEY NO. 11390 FOR ADDITIONAL BOUNDARY INFORMATION. NT P� ENGINEERING ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND WHITECLIFFE 11 LOT NUMBER DN W. N Lano'�t�© ESTATES SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. 16. THIS DEVELOPMENT IS SUBJECT To THE TERMS OF A SETTLERS IRRIGATION DISTRICT LICENSE SOLUTIONS AGREEMENT RECORDED AS INSTRUMENT NO. 2019-011225, AND AMENDED PER INSTRUMENT NOS. Land ns Surveying and Consulting 2019-048565 AND 2019-098981, RECORDS OF ADA COUNTY, IDAHO. JOB NO. 18-13 LLP 231 E. 5th St. Ste. A, Meridian ID 83642 SHEET 1 OF 3 MERIDIAN, IDAHO (208) 288-2040 - (208) 288-2557 fax WI-12 BOOK --- PAGEI JZCI � �L � DIVINION ----- CERTIFICATE OF OWNERS ACKNOWLEDGEMENT KNOW ALL MEN BY THESE PRESENTS: STATE OF IDAHO ) ) SS THAT 943 W MCMILLAN ROAD, LLC, AN IDAHO LIMITED LIABILITY COMPANY, AN IDAHO LIMITED LIABILITY COMPANY, ARE COUNTY OF ADA ) THE OWNERS OF THE PROPERTY DESCRIBED AS FOLLOWS: ON THIS DAY OF 20 BEFORE ME, THE UNDERSIGNED, A PARCEL OF LAND BEING A PORTION OF THE NE % OF THE NW 1/4 OF SECTION 36, TOWNSHIP 4 NORTH, RANGE 1 WEST, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED TODD AMYX, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF 943 W MCMILLAN ROAD, LLC, AN IDAHO LIMITED LIABILITY COMPANY, WHO SUBSCRIBED SAID LIMITED LIABILITY COMPANY'S COMMENCING AT THE NORTHEAST CORNER OF SAID NE 1/4 OF THE NW % OF SECTION 36, FROM WHICH THE NORTHWEST NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED CORNER OF THE NW 1/4 OF SAID SECTION 36 BEARS N 89°24'40"W A DISTANCE OF 2681.72 FEET, SAID POINT ALSO BEING THE SAME IN SAID LIMITED LIABILITY COMPANY'S NAME. THE NORTHEASTERLY CORNER OF WHITECLIFFE ESTATES SUBDIVISION NO. 1 AS SHOWN IN BOOK 118 OF PLATS ON PAGES 17959 THRU 17961, RECORDS OF ADA COUNTY, IDAHO; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE S 0°27'10"W ALONG THE EASTERLY BOUNDARY OF SAID NE % OF THE NW �/4 AND OF SAID WHITECLIFFE ESTATES SUBDIVISION NO. 1, ALSO BEING THE WESTERLY BOUNDARY OF SAID CEDAR SPRINGS SUBDIVISION NO. 5 AS SHOWN IN BOOK 90 OF PLATS ON PAGES 10609 THRU 10611, RECORDS OF ADA COUNTY, IDAHO, AND A PORTION OF THE WESTERLY BOUNDARY OF CEDAR SPRINGS SUBDIVISION NO. 7, AS SHOWN IN BOOK 93 OF PLATS ON PAGES 11203 THRU 11204, ---------- ----------------------- RECORDS OF ADA COUNTY, IDAHO (FORMERLY S 0°27'51" W) A DISTANCE OF 970.57 FEET TO THE SOUTHEASTERLY NOTARY PUBLIC FOR IDAHO CORNER OF SAID WHITECLIFFE ESTATES SUBDIVISION NO. 1, THE POINT OF BEGINNING RESIDING AT EAGLE, IDAHO MY COMMISSION EXPIRES:----- THENCE CONTINUING ALONG SAID BOUNDARY S 0°27'10"W (FORMERLY S 0°27'57"W) A DISTANCE OF 352.58 FEET TO THE SOUTHEAST CORNER OF SAID NE 1/4 OF THE NW %, ALSO BEING THE NORTHEASTERLY CORNER OF BALDWIN PARK SUBDIVISION NO. 6 AS SHOWN IN BOOK 88 OF PLATS ON PAGES 10202 THRU 10203, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID NE 1/4 OF THE NW %, ALSO BEING THE NORTHERLY BOUNDARY OF SAID BALDWIN PARK SUBDIVISION NO. 6, N 89°17'16"W (FORMERLY N 89°16'31"W) A DISTANCE OF 1335.43 FEET TO THE SOUTHWEST CORNER OF SAID NE �/4 OF THE NW 1/a, ALSO BEING THE SOUTHEASTERLY CORNER OF COBBLEFIELD CROSSING SUBDIVISION AS SHOWN IN BOOK 88 OF PLATS ON PAGES 10046 THROUGH 10048, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE WEST BOUNDARY OF SAID NE 1/4 OF THE NW 1/, ALSO BEING ALONG THE EASTERLY BOUNDARY OF SAID COBBLEFIELD CROSSING SUBDIVISION, N 00°14'05" E (FORMERLY N 0°13'32" W) A DISTANCE OF 420.65 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY S 89°45'55"E A DISTANCE OF 165.00 FEET TO A POINT; THENCE S 0°14'05"W A DISTANCE OF 31.02 FEET TO A POINT; THENCE S 89°45'55"E A DISTANCE OF 115.00 FEET TO A POINT; THENCE S 0°14'05"W A DISTANCE OF 111.96 FEET TO A POINT; CERTIFICATE OF SURVEYOR I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND THENCE S 89°17'16"E A DISTANCE OF 776.14 FEET, PARTIALLY ALONG THE SOUTHERLY BOUNDARY OF SAID WHITECLIFFE SURVEYOR IN THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE SUBDIVISION NO. 1, TO A POINT ON THE SOUTHERLY BOUNDARY OF SAID WHITECLIFFE SUBDIVISION NO. 1; "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS THENCE ALONG SAID SOUTHERLY BOUNDARY THE FOLLOWING COURSES AND DISTANCES: PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE N 0°42'44"E A DISTANCE OF 75.00 FEET TO A POINT; THENCE S 89°32'50"E A DISTANCE OF 115.00 FEET TO A POINT; NL LANO �� Q-�G\S T THENCE S 0°27'10"W A DISTANCE OF 3.69 FEET TO A POINT; �o THENCE S 89°32'50"E A DISTANCE OF 165.00 FEET TO THE POINT OF BEGINNING. CLINTON W. HANSEN 11118 PLS 11118 SAID PARCEL CONTAINS 9.89 ACRES, MORE OR LESS. OF 5 IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE—DESCRIBED PROPERTY IN THIS PLAT AND TO TON W NPR DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC; HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER FROM AN EXISTING WATER SYSTEM, AND THE CITY OF MERIDIAN HAS AGREED, IN WRITING, TO SERVE ALL THE LOTS WITHIN THIS SUBDIVISION. IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS THIS _____ DAY OF ________, 20__. -------------------------------------------- TODD AMYX MANAGER, 943 W MCMILLAN ROAD, LLC 943 W MCMILLAN ROAD, LLC DEVELOPER BOISE, ID ENGINEERING La:n futions SOLUTIONS Land Surveying and Consulting JOB N0. 18-13 LLP 231 E. 5th St. Ste. A, Meridian ID 83642 SHEET 2 OF 3 MERIDIAN, IDAHO 1 (208) 288-2040 — (208) 288-2557 fax WWZ'I BOOK --- PAGEI JZCI � �L � DIVINION ----- ACCEPTANCE OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS APPROVAL OF CENTRAL DISTRICT HEALTH CERTIFICATE OF COUNTY TREASURER THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE I, COUNTY TREASURER IN AND FOR THE HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF 20 BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE 50-1308, RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRIC— DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY TIONS MAY BE RE—IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. PRESIDENT ADA COUNTY HIGHWAY DISTRICT CENTRAL DISTRICT HEALTH COUNTY TREASURER DATE APPROVAL OF CITY ENGINEER I, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CERTIFICATE OF COUNTY RECORDER CITY ENGINEER INSTRUMENT NO. STATE OF IDAHO ) CERTIFICATE OF COUNTY SURVEYOR SS COUNTY OF ADA ) I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. AT MINUTES PAST O'CLOCK _M., THIS DAY OF 20 . IN MY OFFICE AND WAS DULY RECORDED IN BOOK OF PLATS AT PAGES COUNTY SURVEYOR APPROVAL OF CITY COUNCIL DEPUTY EX—OFFICIO RECORDER I, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. MERIDIAN CITY CLERK (3 LAND c� STER � 943 W MCMILLAN ROAD, LLC DEVELOPER CLINTON W. HANSEN 11118 X BOISE, ID PLS 11118 cp � OF \') 5�= ENGINEERING `�� ?futionstiTONW NPSOLUTIONSUPLand veying and Consulting JOB NO. 18-13 231 E. 5th St. Ste. A, Meridian ID 83642 SHEET 3 OF 3 MERIDIAN, IDAHO (208) 288-2040 — (208) 288-2557 fax i - - - - x Q ° \ BLOCK 5 ' ` Z 19 1/ x <L�j l 9 LOT 9 4 Of o ACCESS FROM n m McKINLEY PARK AVE. NOTE: IF A 6' SOLID FENCE IS INSTALLED x ADJACENT TO THE COMMON DRIVE A 5' LANDSCAPE BUFFER SHALL BE REQUIRED — — — — — - W. LORETTA ST. 5' SIDE Lo \ x o ° LOT 8 z o COMMON d 4 1 20'(GARAGE) FRONT 2C i DRIVE F- - - 36 - - cno - w a d N FENCE (WILL NOT EXTEND PAST FRONT PLANE OF DWELLING), (TYP.) o x _ _ 20'(GARAGE) FRONT L 20'(GARAGE) FRONT_ _ 20'(GARAGE) FRONT w 40' 65' LOT 5 Lij cn ACCESS FROM w x z } } LORETTA ST. w m l HOME ORIENTATION HOME ORIENTATION o I I I I I I I� �I- I� �I I of ^I� � I � ^I`r' "' x I 7 I I 6 I I 5 I 4 BLOCK 7 I I I I I x I I I I I — — — — — 76- 65' - - - - - J L - - - - - - - - - - J - - - - - - - JI \ 15' REAR 15' REAR 15' REAR \ WHITECLIfTE ESTATES SUBDIVISION NO 2 FENCE (SEE LANDSCAPE PLAN) (COMMON DRIVE EXHIBIT A) 6AZDWIN PARK SUED. 1 " = 30, a> cn rn T+ a c a c L a c oE a3 O O In a .o > 0 w c � o > ' LL �--+ o U — > a o Q- a z o d Ui U 0 .- � O T !Z J FUTURE PHASE N ,z 01 z — — — 4"PIR Q � � � � O N � 0 30 _ z Qa . 111 P I I C: �'� 0 E T c> W a a E > n J U , Q 0 � o1 , — O �c' Z m CD >2 olb- HT SOLID VINYL FENCE p SEE DTL 4, SHT L3 n 3 I Oz 60 0 CD (TYP) .o U v 4-TT o - _ _ Ln o o / I C) U O U O a5 -O a o 21 0 > rro � o - Ink Ask mr o o a p o LAWN 0 C / 6' HT50LID J O � � � � - - -� � aoo - - — ( ) VI NYL FENCE m SEE DTL 4, SHT L3 Z o .o -w Q 99W (TYP) 3-I H -IH 3-M6 PI U Q U Toy W. SYDNEY ST. a _ 5-SW 3-IH ! 3 ^o a —BPyC �' C E E P E E / ZAz EE—PP—FP—FP > Q^ < U N 1C o � o = o - ---- ----------- X P \ -------- PI PI PI ^ o ' F-1 PI Ii Z. \ W - 4"PIR 4„PIR - - - - - - - - Pr - - - - _ W o ocoo 5-SW 3-IH 4 PIR "3-GB PI PI PI PI PI — — 4 PIR— — — -- — — tPh — o o a z 3-GB 3—MG PI PI 3-IH 3-GB Q o a C.) I 4' HT IRON FENCE -E ° \ o � � c� 10 co SEE DTL 5, SHT L3 _ � o (TYP) BLOCK 5 ~ � � � o z m OF Z 19 18 17 1 15 14 13 12 -` �` �' C. 1 PI r N J J VISION w w 4' HT SOLID Z Z .* Ib535 TRIANGLE BIORETENTION VINYL FENCE — _ �r►i►►�VDS ►��� (TYP) CURB EXTENSION SEE DTL 4, SHT L3 J J Mill 1110 SEE NOTE 3 THIS (TYP) W J \ SHT 4 AGHD DTLS 9 -----_-_- i SHT L2 TYP ZWin � CD Z w w 0 0 � 3 g w C, w55i J N W EXISTING 6' HT ROGK MULGH r W SOLID VINYL DRAINAGE Z FENCE (TYP) (TYP) \ 8"W o 8„W o J o 3-GB 8"W " z N o 2-OF W. LO R ETTA ST. _ - J O Z W N (/� K O w � O Z N Z C> U z z a w Cn Q3 W W K W K Z m W 3 S W 2 0 K z 8C o = a cN � z C D (D C O � � °° �� LL � N LLJ � ox 7 4 6 W 5 3 2 1 (� 13 12 11 oalco o BLOCK 7 V � z r) EXISTING TREES O o o � TO BE REMOVED I I w o (TYP) � � z � EXISTING 6' HT I I N o ` CEDAR PRIVACY 0 FENCE (TYP) \ PI PI 6"PIR PI PI `r � PI - — — — — 6"PIR 6"PIR C�� PI _ 6"PIR BALDWIN PARK NO. 6 1 x LJ� SUBDIVISION N z �I a BALDWIN PARK NO. 6 1 ! l SUBDIVISION X O m LLJ W � U Z 0 LAN7 CH UL � Li LL - z (REFERENGE SHEET L3) I�®7 KEY MAP SYM COMMON NAME SYM I. REFER TO SHEET L3 FOR PLANT SCHEDULE, LANDSCAPE NOTES DETAILS, AND -`�-__=_-�_`�"`=�--=�=�mm-m==��=- - -=_-_ SHADE/STREET TREES (GLASS 11) il�° - - -"= o - l T- IRR16ATION jj� U TT TULIP TREE CALCULATIONS. LLI _, ®\® --- �y it== 2 == L= _ I U Lij LAWN 2. REFER TO SHEET L4 FOR LANDSCAPE AND } R�\ �SHRUBS/ORNAMENTAL GRASSES/PERENNIALS SPECIFICATIONS. 3. BIORETENTION CURB EXTENSIONS: SOILS TO BE -_---I!�Illr/---� ,/.' II III ,ali� l _ GB CHERRY BOMB BARBERRY �L----Jll LL DF DWARF FOUNTAIN GRASS 6' OR 4' VINYL FENCE ALONG ( ) !II - l� 9 III.}° ' •*----_—II.I u' . BIORETENTION SOIL MIX BSM PER ---II; BUFFER PROPERTY YARDS (TYP). LINES __-- 'I;i�`+ H IVORY HALO DOGWOOD �i l II KF KARL FOERSTER REED GRASS LANDSCAPE SPEC I F I GATI ONS SHT L4 CIVIL V I L �- DWGS. + ill SEE DTL 4, SHT L3. ���,��� lNSE!lFli M6 MAIDEN GRASS --- a -- ---i -- ----JII III ----- �1'I•I�'�'' .� •' �. ---- •,---y SW SUMMERWINE NINEBARK iiiiiis,� ----"II!11r---- a\.._- - ■■■■■' .II II 4' DECORATIVE IRON FENCE ��■■■!! i- \o III' s SCALE AS SHOWN i �■ r nln I ALONG BACK OF LOTS ON JE9SEr4BELTS F l j�!i%`- - ;; ` • _ _-= DWG.DATE 05/21/20 I ll COMMON AREAS (TYP). ASSOCIATES SEE DTL 5, SHT L3. DEVELOPER ENGINEER r PROJ. No. JBA-2039 LQ Site Planning/Landscape Architecture 4345 L I N D E R ROAD L LC ENGINEERING SOLUTIONS L L P 1609 Tyrol Lane,Ste 190 Solss,10 63706 _ - Y SHEET 1 OF 4 14 ' NORTH Ph.12061 343-717a www.jonambeite.com EXISTING FENCE 13967 W. WAINWRIGHT DR. 1029 N. ROSARIO ST., Ste. 100 , TO REMAIN (TYP) BOISE, IDAHO 83713 MERIDIAN, IDAHO 83713 0' L � 30' 60' 90' - --  -- - -- Phone (208) 939-5665 Phone (208) 938-0980 ; kit - _ l SCALE 1" = 50' - - - E °' O O cn > 0 ' c a .o o > 'w LL U Q— a z� o Ui VJ > E m o U Q) T ,z � - W O - v Q O C } CO a BL OCK 6 SEE PLANS FOR PC & PT INFO SEE PLANS FOR PC & PT INFO N o QO < I SLO5' CURB PE AT MIN 5' CURB TERMINUS Q 0 N � ate . N � _ I � - 30 \P FOCONCRIETE GUTTERTIVE FLOW CONCRETE GUTTER `` 'U ° �_ E o o z I I c o E EXISTING PHASE 1 _ w Q F L= — — — �_ — — / lil — TRANSITION, GRADE ;..wi.. TO FLOW TRANSITION, GRADE (a E a - - -4 P I R - - - _ -— - - - - - - - - - `...:..... � .� � � o � � BL OCl1 J` ,: TYP) j •. T 0 3 o 'o� �a j 10 TYP a > � � A 4� � � _ � � N 4 I 3 2 I PLAN � Z � T_ U 6 N.T.S. — 6 U O O J � No6 � N � a C � 2 ILL! � � — eon DU _ Uo LLjT > I..L °J o� c •- � Cfl CO P1, Q CO I P� 2' WIDTH VARIES WIDTH VARIES Z � Uo 0 0 7 O o t o - - - - - - - - -4,r -PIR- �.`-�� - - - - - - L - L - - - �I� - - ------- --Pi� 2-7 24° Q U o � U .� a o� BSM PI \ Q U STANDARD 6" VERTICAL CURB & GUTTER __ � � �� 3 o O Q a a> a n c PI - p '- N W PLANTER STRIP OR >_ 3" MIN o L I CONCRETE SIDEWALK ASPHALT REVEAL f U m co 6" VERTICAL CURB (NO GUTTER) - NATIVE GROUND PER ISPWC SD-701A OR = to C O O .i Z Y SAWCUT & REMOVE GUTTER PAN OF a 1 � p 9 3 c� - T 1 8 7 O SECTION A-A EXISTING CURB V I--d J J I m N.T.S. o Q 3: _ 0 N W 2 _0 0 0 0 E W W I � E Z Z C H U p , U O � U U a {► C O O - U U — J J VISION O � �� 2� °' � ° TRIANGLE I ~ � � � � � � z ♦ � z U U (TYP) 0 NOTES: ' z � 1. SEE NOTES ON SHEET 2 OF 2 OF ������ G . / cc ACHD STORM WATER DESIGN B I 0 R E TE N TI O N CURB STANDARD DRAWING 5 C�D / 4 Q GUIDELINES EXTENSION BMP1 0 2 8 W 8„W 3-GB W. LO R ETTA ST. 2-DF — — iIpN11111�� ® O 0 W J (_ SEE PLANS FOR PC & PT INFO z `o' w I 5' CURB TERMINUS If, w m — � EXISTING 6 HT P GEDAR PRI VAGY SIZE OPENING PER DESIGN 3 > W Z 0 J W FENCE (TYP) CONCRETE GUTTER N z¢ Z o BIO TENTION TRANSITION, GRADE Z o r w GURB EXTENSION TO FLOW 4" ANGULAR RIPRAP OR J C. SEE NOTE 3 THIS END 3" OR 6" e z$ o 4" THICK CONIC PAD, INLET SIDE ONLY VERTICAL CURB co o w W J r U Z SHT $ AGHD DTLS TYP) (n o I..I � Co SHT L2 (TYP) 5 BEGIN 6" STD. (TYP)A I 3 W CURB & GUTTER 1 1 FOR BULBOUT �15" w 3 VERTICAL CURB (NO GUTTER) � > m 1 p g PLAN PER ISPWC SD-701A OR = w z o CL SAWCUT & REMOVE GUTTER PAN OF ~ o z a 8 7 6 N.T.S. EXISTING CURB BLOCK 6 C o 0 w 00 -ft L- CV OPTIONAL SAWCUT LINE TO RETAIN EXISTING CURB BY REMOVING GUTTER (/) O 0 PAN CD I 1.5' ;�,: 2" DROP FROM O � 00 EXISTING 6 HT INLET ELEVATION w x GEDAR PRIVAGY TO FOREBAY W w FENCE (TYP) PI PI PI PI - 5' CURB TERMINUS Q O 6"PIR P� rl�l> o - 00 6"P R 81 6"PIR --INLET/OUTLET NQ < z of PERSPECTIVE VIEW o n N.T.S. � w 00 BALDWIN PARK NO. 6 I fte o I SUBDIVISION N o O s NOTES: 1. SEE SPECIFICATIONS FOR BIORETENTION SOIL MEDIA (BSM) 2. DROUGHT TOLERANT PLANT SPECIES OR WASHED TURF GRASS OVER BSM 3. DEPTH OF INFILTRATION SUMP AS SHOWN ON DESIGN PLANS SHOULD BE SIZED TO ADDRESS STORMWATER /1 MANAGEMENT REQUIREMENTS c �� 4. INFILTRATION RATE OF NATIVE SOILS AT SUBGRADE SHALL BE MIN 0.5 IN/HR I I 5. BIORETENTION CELLS ALLOW PLACEMENT OF AN AGGREGATE SUBBASE FOR ADDITIONAL VOLUMETRIC STORAGE I I I IN z IF NEEDED. 6. SCARIFY SUBGRADE 3" MINIMUM BEFORE INSTALLATION Q0 � m LU 2015 B I O R E TE N TI O N CURB STANDARD DRAWING Q_ ACHD S GUIDELINES ORMWA DESIGN B M P 32 LLJ � Q EXTENSION SHEET 2 OF 2 Z L-AN7 � U LLJ O z z N®7 (REFERENGE SHEET L3) KEY MAP U� g SYM COMMON NAME SYM I. REFER TO SHEET L3 FOR PLANT SCHEDULE, LANDSCAPE NOTES DETAILS, AND mm-mom :fs SHADE/STREET TREES (GLASS 11) - _ - = = o a _ l l l l l r TT TULIP TREE CALCULATIONS. _, ®\® --- --- - �y Ii==- 2 ==__ _ Lij I U LAWN 2. REFER TO SHEET L4 FOR LANDSCAPE AND } R�\. oX - I�!�I - I - - Y `_ m Q SHRUBS/ORNAMENTAL GRASSES/PERENNIALS IRRIGATION SPECIFICATIONS. � B. I ill,Ili --.--- ,�Iw � I ,-I , I , I , I ' �' 3. BIORETENTION CURB EXTENSIONS: SOILS TO BE -_---I!Illlr/---� pl!II --- !I; l` - l( .— „.., II III , ,ali l _ GB CHERRY BOMB BARBERRY �L----Jll ;$', —� Z U� LL DF DWARF FOUNTAIN 6RA55 6' OR 4' VINYL FENCE ALONG ( ) - Ili!II - l� •*----_—II. u' BIORETENTION SOIL MIX BSM PER ---il �'� l SIDE DE YARDS (TYP). LINES ;i�`+ 'u H IVORY HALO DOGWOOD l II KF KARL FOERSTER REED GRASS LANDSCAPE SPEC I F I GATI ONS SHT L4 C I V I L �- DWGS. + ill SEE DTL 4, SHT L3. MEN Amor ' 'N �E Ii -- M6 MAIDEN GRASSIL--- a -- ---i -- ---- 11'III ----- �1'I�I�'�'' .� �' �. ---- .,---y SW SUMMERWINE NINEBARK - ■■■■■' .II II 4' DEGORATIVE IRON FENCE ��■■■!! i- III� \oi' SCALE AS SHOWN i �■� r nln I I F I ALONG BACK OF LOTS ON JE9SEr4BELTS F-_ h Ill j1\!%®-__ ..- �, =:,� \ _-= DWG.DATE 05/21/20 16 -- COMMON AREAS (TYP). ASSOCIATES '�_ l �_ ? _ Li, SEE DTL 5, SHT L3. DEVELOPER ENGINEER -1 - PROD. No. JBA-2039 Site Planning/Landscape Architecture . 4345 L I N D E R ROAD L LC ENGINEERING SOLUTIONS, L L P 1609 Tyrol Lans,Ste 130 Boise,l0 65706 i ! SHEET 2 OF 4 ' NORTH Ph.12061 343-717a www.jonmbolts.com EXISTING FENCE 13967 W. WAINWRIGHT DR. 1029 N. ROSARIO ST., Ste. 100 , TO REMAIN (TYP) BOISE, IDAHO 83713 MERIDIAN, IDAHO 83713 0' 30' 60' 90' - --  -- - -- Phone (208) 939-5665 Phone (208) 938-0980 ; - - _ l L2 SCALE 1" = 50' - - - O O ; N c a a O > 6 > a a) U Q a CID, 6 W � W - U 0 Q O U � U Of U � 6 � TQ Q -o O Q +/ CD �/1 U a = S `/� 8' x 2" x 2" GLDAR STAKE, 2 PER TREE. 'U o E SET STAKES PARALLEL TO PREVAILING 2 o WIND. SEGURE WITH RUBBER GINGH TIES. DO NOT PENETRATE ROOTBALL. Q T a� o � c T 07 � U O d W O7 SEE NOTE 3. , > o . ROOT GROWN TO BE 1-2" `1 ABOVE FINISH GRADE. N 7 LV !� TRUNK FLARE MUST BE VISIBLE — o c o N LE 00 � APPROX 6' O.G. POST GAP o o IN PLANTING BEDS: I YY x 5 YY RAIL PLANT 5CHE:r�)JLEE MULGH AS SPEGIFIED. � U 1 6 5'-O" MIN BRUSH AWAY FROM TRUNK. /e, x 6 VINYL SYM COMMON NAME BOTANICAL NAME SIZE W PICKET PANELS > a ° FERTILIZER TABS AS SPEGIFIED O SHADE/STREET TREES (GLASS II) ° SNIP BASKET TT TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL BBB W Z E N W 6 Q '- � o � o 2'-0" KW — i- TURN BACK BURLAP 1/3. o T o SHRUBS/ORNAMENTAL GRASSES/PERENNIALS Q U a =1 I I=1 11=1 11=1 I III — BAGKFILL W/ TOPSOIL MIX z GB CHERRY BOMB BARBERRY BERBERIS THUNBER611 'MONOMB' 5 GAL 11 I I —I 1 I—I 1 I ,.III- AS SPEC D $ TAMP LOOSELY1. ;III_ J DF DWARF FOUNTAIN GRASS PENNISETUM ALOPEGUROIDES 'HAMELN' I GAL - o IN 4"-6" LIFTS !Y 11 IH IVORY HALO D06HOOD GORNUS ALBA 'BAILHALO' 5 GAL 21 2 x BALL DIA. fy KF KARL FOERSTER REED GRASS GALAMA6ROSTIS ARUNDINAGEA 'K.F.' 16AL SOW p sa A- X 5" x 5" 50 POST M6 MAIDEN GRASS MI SGANTHUS S I NEN515 6RAG I LL I MUS 16AL = NOTES: < SW SUMMERHI NE NI NEBARK PHYSOGARPUS OPUL I FOL I A 'SEHARD' 5 6AL c o .N a o 1. REMOVE ALL TWINE, ROPE, OR B I ND I N65 FROM ALL TRUNKS. HHHMMHQ o 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/5 OF ALL ROOT BALLS AFTER _ 2 PLANTING. IF 5YNTHETIG WRAP/BURLAP IS USED, IT MUST BE GOMPLETELY REMOVED. 3. STAKING OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS a RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF LAWN THE I YEAR WARRANTY PERIOD. FOOTING PER MF6 Q - o ) 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. REGOMMENDATIONS N NVINYL FENGE STYLE MAY VARY SLIGHTLY. �,`� POF�� ►�`�f�y 2. FENGE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 6' OR 4' VINYL FENGE ALONGIV BUFFER PROPERTY LINES ? SIDE YARDS (TYP). TREE PLANT NC7/5TAKI NC7 SEE DTL 4, THIS SHT. NOT TO 5GALE 6535 �t le 4' DEGORATI VE IRON FENGE �f, 80 4 V I NYL FR I VAGY C `' FENGE ALONG BAC K OF LOTS ON 111111 NOT TO SCALE COMMON AREAS (TYP). SEE DTL 5, THIS SHT r r W O O 3 0 EXISTING FENGE m 0 3 = m TO REMAIN (TYP) Z 0 J W Z U Z Z fn ¢ Z � V' H J ~ � l MULGH AS SPEGIFIED. N U Z N Z BRUSH AWAY FROM STEM. c> I ' x lY ' — SOW 2" x 2" 50 POST APPROX O.G. cn 8 � J Z W N HORIZONTALRAIL Z 6' � z (.080 WALL MIN.) 4" P I GKET SPAG I N6 o z W Z a 3 � W � K Zm — 5/8" x 5/8" PICKETS _ o III TURN BACK BURLAP, TOP 1/3 OF BALL. (.050 WALL) ~ W o z KEEP GROUND LINE SAME AS NURSERY. FERTILIZER TABS AS SPEGIFIED NOTE5 o Lij co III I—III _ III I III I _ =III=III--— i III III=III=I =1 1— I- PLANTI N6 501 L AS PER SPEGS. 1. ALL LANDSGAPE SHALL BE INSTALLED IN AGGORDANGE WITH THE G I TY OF MERIDIAN ORD I NANGE REOU I REMENTS. :t " C/) CD 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. O w C) NOTE: 0I6 HOLE TWIGS THE SIZE OF ROOTBALL. 5. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE STRUGTURES OR FAGILITIE5. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION W C/) o 0 OF THE LANDSGAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJAGENT TO SEEPAGE BEDS TO HAVE A ROOT o — m ° ° ° ° ° °Ooo BALL THAT DOES NOT EXGEED 18" I N DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SHALE SAND WINDOWS. z °°° °°° °°° °°° Q ao °°o °o° - o°o °o° i 0 2 SHfi�U� i�LNTI NCB o°° °°° °°° °°° 4. NO TREES SHALL IMPEDE THE 40 VISION TRIANGLES AT ALL INTERSEGTIONS. NO GONIFEROUS TREES OR SHRUBS OVER 5 ca O HI6H AT MATURITY WILL BE LOCATED WITHIN VISION TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE Lij w o NOT TO SCALE o°o °o° o°o °o° RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAINING GLEAR VISIBILITY WITHIN 40' z � °° °° CONCRETE STREET AND DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSEGTION STOP Q C* N FOOTING o o 12 ' � SIGNS. a_ 5. LANDSGAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURI N6 GONSTRUGTI ON OF THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE DRIVEWAYS AND UTILITIES. TREES SHALL NOT BE NOTES: PLANTED WITHIN 5' OF WATER METERS OR UTILITY LINES. 1. WROUGHT IRON FENGE STYLE MAY VARY 5L 16HTLY. (� 2. FENGE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 6. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR SUBSTITUTIONS OF SIMILAR SPECIES THAT ARE SUBJECT TO CITY FORESTER'S PRE-APPROVAL. PLANTING BED DES16N AND OUANTITIES MAY BE ALTERED DURING FINAL TURF 8n PLAT LANDSGAPE PLAN DESIGN. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, Q MULGH AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. PER SPEC DEGORATI VE IRON FENGE -7. VARIOUS EXISTING TREES AROUND EXISTING HOUSE (TO BE REMOVED) ARE TO BE REMOVED. ALL EXISTING TREES ARE OF � O UNDESIRABLE SPECIES AND IN POOR CONDITION. NO MITIGATION WILL BE REQUIRED. Z °� NOT TO SCALE (� ILL-1 U cn IIIIII—III—III—IIII 11- I=1 I I=1 111 I I 1111 i II 111"—' ' '—' ' '—"' -� I III1 1I- ' W Oz z FINISH GUT EDGE TOP SOIL (� ~ Q GRADE \ M I-_ o U 0 � n U PLANTER GUT BED ED6E NOT TO SGALE LL SCALE AS SHOWN AL immomm� DWG.DATE 05/21/20 m■■■■r DEVELOPER ENGINEER '�:::::= PROJ. No. JBA-2039 JDTSEIgBELTS SHEET 3 OF 4 4345 CINDER ROAD, LLC ENGINEERING SOLUTIONS, L LP ASSOCIATES 13967 W. WAINWRIGHT DR. 1029 N. ROSARIO ST., Ste. 100 BOISE, IDAHO 83713 MERIDIAN, IDAHO 83713 Site Planning/ Landscape Architecture L3 Phone (208) 939-5665 Phone (208) 938-0980 1509 Tyrol Lane,Ste 130 Boise,D 83708 Ph.(208)343-7175 www.0neenbehe cam - _0 N J >. P i - ;L � - O 0 ` " C) I -. 0 - SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00- IRRIGATION (PERFORMANCE) -0 i N +� -- ,v } PART 1 -GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL Q C 0 D. Manual drain valves: N 0 E = U 11 ') ` U 1.1 RELATED DOCUMENTS 2.1 TOPSOIL 3.1 PREPARATION - GENERAL 1.1 CONDITIONS AND REQUIREMENTS: 1. Bronze construction, straight type, 150 pound class, threaded connections, 0 V : " ' A. Drawings and general provisions of Contract, including General and Supplementary A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil A. General Contractor shall be responsible for excavating planting areas to appropriate depths A. General and Supplementary Conditions, and Division 1 General Requirements. with cross type operating handle designed to receive operating key. Calco, Q +� - " v Conditions and Division 1 Specification Sections. shall be fertile,friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, for placement of topsoil as specified herein. Champion 100, or approved equal. "I 0 � Q brush,weeds, roots, stumps, stones larger than 1 inch in an dimension, and other B. La out individual tree and shrub locations and areas for multiple plantings. Stake locations 1.2 SUMMARY 2. Size: 3/4 inch. - .� � �U - P 9 Y Y p P 9 �-i N - � - A. This Section includes provisions for the following items: 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. minor adjustments as may be required. 1. Provide and install a complete and operating automatic irrigation system for F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). In 0 ,- s _ ', 5 z 1. Trees. See testing requirements below. Contractor is responsible for whatever soil additives are all lawn and planting areas. G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. _ � L - 2. Shrubs; Ground cover. recommended by the tests. Submit to Architect for approval. Compost will be added to 3.2 PREPARATION OF PLANTING SOIL 2. Connect to main water supply at existing site stubout as provided. H. Air Relief Valve: Netafim Model TLAVRV, 3 " � s" ;; � , 3. Sleeving under paved areas b others ? � ,o �n 3. Lawns. other additives and added regardless of test results. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous 9 p ( Y ) 0- _ _ 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is materials harmful or toxic to plant growth. 4. Obtain and pay for all permits and fees for the work of this section. 2.5 MISCELLANEOUS a � �' =' p q Y p p p p p P 9 <, - � Q11 M 5. Miscellaneous Landscape Elements. fertile,friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if 5. Perform work on a design/construct basis, subject to the requirements of A. Chemicals: primer and solvent glue as required by pipe manufacturer. 6. Initial maintenance of landscape materials. weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any planting will not follow placing of planting soil in a few days. the Contract Documents, applicable codes, and good design practice. B. Valve box-high impact plastic, green in color. 1 B. Related Sections: The following sections contain requirements. dimension, and other extraneous or toxic matter harmful to plant growth. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 6. Winterization of system. C. Valve cover and frame-compatible with valve box with provision for locking. � - - - 1. Underground sprinkler system is specified in Section 32 84 00- Irrigation 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project Shrub Areas: 1/3 compost, 2/3 topsoil. D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to 3/4" minimum. � z �,_ ` = - site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth Fertilizer: Per soil test and manufacture's recommendations. 1.3 SUBMITTALS O O 1.3 QUALITY ASSURANCE of not less than 4 inches. Do not obtain from bogs or marshes. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: PART 3- EXECUTION � _ - 9 p 9 p p 9 ppY LL � , = - ,L A. Subcontract landscape work to a single firm specializing in landscape work. 2. Composition: Topsoil shall contain from 1 to 20%organic matter as determined by the topsoil and mix thoroughly before planting. 1. Manufacturer's printed product information and catalog cut sheets for all Q U B. Source Quality Control: Organic Carbon, 6A, Chemical Analysis Method described in USDA Soil Survey system components; five copies. 3.1 GENERAL � � ?- 1. General: Ship landscape materials with certificates of inspection required by governing Investigation Report No. 1. Maximum particle size, 3/4-inch, with maximum 3% retained 3.3 PREPARATION FOR PLANTING LAWNS B. Shop Drawings: Submit shop drawings for underground irrigation system including A. Install system to provide for adequate protection against freeze damage. w authorities. Comply with regulations applicable to landscape materials. on 1/4-inch screen. A. After excavating and removing surface material to proper depth, loosen subgrade of lawn plan layout and details illustrating location and type of head, type and size B. Install system in accordance with approved Contractor design drawings. All > 0� � - = 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof Other components shall conform to the following limits: areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in any of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. deviations from the plans must be approved, and clearly recorded on record drawing. 0 - of non-availability to Architect, with proposal for use of equivalent material. pH 6.5 to 7.5 dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to C. Record Drawings: At completion of this work, submit to the Contractor: C. Install system and components in strict accordance with manufacturer's recommendations. � � _ _ _ 3. Analysis and Standards: Package standard products with manufacturer's certified Soluble Salts 600 ppm maximum areas which will be planted promptly after preparation. 1. Record Drawings; reproducible and five prints. D. Install quick coupler(s)on main supply line, approximately equal spacing, at 0- z _ - - analysis. For other materials, provide analysis by recognized laboratory made in Silt 25-50% 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet 2. Operations and Maintenance information (2 copies), including: valve box locations or intervals of approximately 200 feet, whichever is greater. 0- O F _ - accordance with methods established by the Association of Official Agriculture Chemists, Clay 10-30% lines, grades, and elevations shown, after light rolling, addition of amendments, and a. Information including descriptive details, parts list, specifications, Locate adjacent to paved surfaces, at valve boxes where practical. Q 0 11 - <, wherever applicable. Sand 20-50% natural settlement. Place approximately 1/2 of total amount of topsoil required. Work maintenance schedules and procedures for system components. (D - ; - ` 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, 3. Contractor shall submit representative soil report on imported topsoil proposed for use for into top of loosened subgrade to create a transition layer and then place remainder of b. Operation, adjustment of system and components instructions. 3.2 SURFACE CONDITIONS , - - = size, genus, species, and variety shown and scheduled for work complying with approval. Report shall meet standards below. Contractor is responsible for whatever planting soil. Add specified soil amendments as required and mix thoroughly into upper 4 C. Winterization procedures. A. Examine the areas and conditions under which work will be performed. Notify Y - recommendations and requirements of ANSI Z60.1 "American Standard for Nursery soil additives are recommended by the test. Compost will be in addition to other inches of topsoil. d. Schedule indicating required open valve time to produce given precipitation Contractor of conditions detrimental to timely and proper completion of Section f I - - �' Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with additives and added regardless of test results. amounts and seasonal adjustments. work. Do not proceed until unsatisfactory conditions are corrected. �j e. Warranties and uarantees. B. Locate all under round utilities and structures and notif Architect of an conflict with Z 0 `) good horticultural practice and free of disease, insects, eggs, larvae, and defects such as C. Bioretention Soils. Specifications per ACHD Section 8200-Appendix F: Bioretention Soil 3.4 PREPARATION OF PLANTING BEDS 9 9 Y Y z knots, sun-scald, injuries, abrasions, or disfigurement. Media (BSM)specification requirements for all ACHD Bioretention Curb Extensions as A. Loosen subgrade of planting areas to a minimum depth of 6 inches using a culti-mulcher or f. Submit five copies. Section work. Protect structures and utilities. Repair or replace said structures or utilities � - - _ _--. 5. Label at least one tree and one shrub of each varietywith attached waterproof to with identified on the civil drawings. similar equipment. Remove stones measuring over 1 1/2 inches in an dimension. Remove damaged by this work at no cost to the Owner. ° � - _ p g gg Y u -, - � _: - - - 1.4 GUARANTEE 1 - legible designation of botanical and common name. D. Soil Testing stocks, stones, rubbish, and other extraneous matter. L�..� . � .� - a. Where formal arrangements or consecutive order of trees or shrubs are shown, select 1. Soil tests are required for this project see above for requirements). Test shall be provided B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and A. Guarantee in writing all materials, equipment and workmanship furnished to be 3.3 SLEEVING -� -' g q p l ( P p p g p q 9 - � a� � stock for uniform height and spread. as follows: elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified free of all defects of workmanship and materials. Within one year after date of A. Sleeving installed by others. Coordinate with other trades. W � � - Substantial Completion repair or replace all defective arts or workmanship that a a 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site a. Provide certified analysis at time of sample submitted (three samples imported compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place p p p p p = - , - may be found at no additional cost to Owner. 3.4 TRENCHING AND BACKFILLING � `" - before planting, for compliance with requirements for genus, species, variety, size, and topsoil). Amend soils per chemist's recommendations and as herein specified unless approximately 1/2 of total amount of planting soil required. Work into top of loosened Y = quality. Architect retains right to further inspect trees and shrubs for size and condition of otherwise a B. Fill and repair all depressions and replace all necessary lawn and planting which A. Trenching q y g p approved by Architect. subgrade to create a transition layer, then place remainder of the planting soil. p p p Y p g g and backfilling shall be per applicable ISPWC Section. a � F - balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or 2. Test shall include, but not limited to recommendations on chemical distributions, organic C. Apply Pre-Emergent per manufacturer's recommendation. result from the settlement of irrigation trenches for one year after date of B. Cut trenches straight and without abrupt grade changes to allow the following minimum cover: 75 defective material at any time during progress of work. Remove rejected trees or shrubs contents, pH factors, and sieve analysis as necessary. Test#1T by Western Substantial Completion. 1. Main Lines and Sleeving: 18 inches. � � ° °, = � z immediately from project site. Laboratories (1-800-658-3858) is required. 3.5 PLANTING TREES AND SHRUBS C. Supply all manufacturer's printed guarantees. 2. PVC Laterals: 12 inches. 3. Contractor is responsible for whatever soil additives are recommended b the soil testingA. Set balled and burlapped B&B stock on layer of compacted planting soil mixture, plumb and C. Surround lines with 2 inches of clean rock-free material on all sides. ■1�1111111�h p y pp ( ) y p p g p 1.5 QUALITY ASSURANCE ♦�. OF I��f�� 1.4 SUBMITTALS laboratory. in center of pit or trench with top of ball at same elevation as adjacent finished landscape ��.p. A. General: Submit the following in accordance with Conditions of Contract and Division 1 4. Contractor shall coordinate, obtain and pay for all soil tests. grades. Remove burlap from sides of balls; retain on bottoms. When set, place additional A. Contractor shall be licensed in the State in which this work is being performed. 3.5 MISCELLANEOUS VALVES `��t�. , C. Specification Sections. 5. If regenerative noxious weeds are present in the soil, remove all resultant growth backfill around base and sides of ball, and work each layer to settle backfill and eliminate B. Contractor shall have at least two years prior experience in projects of equal A. Install manual drain valves up stream. Install devise at mainline tap in accordance � B. Plant and Material Certifications: including roots throughout one-year period after acceptance of work, at no cost to Owner. voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written or larger scope. Provide minimum of three references and list of similar projects with manufacturer requirements for complete operation. Install backflow provision 1. Certificates of inspection as required by governmental authorities. instructions. When excavation is approximately 2/3 full, water roughly before placing with owners' names, addresses, and phone numbers, when requested by Owner. and connect to controller. 5 �_ 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. 2.2 pH ADJUSTERS remainder of backfill. Repeat watering until no more is absorbed. Water again after placing C. Contractor shall employ on site at all times a foreman who is thoroughly �,, `� experienced and competent in all phases of the work of this Section. 3.6 CIRCUIT VALVES �J' ^�'� 3. Label data substantiating that plants, trees, shrubs and planting materials comply A. When pH does not comply with this specification, commercial grade aluminum sulfate shall final layer of backfill. Remove all ties from around base of trunk. p P p ��JS ,� specified requirements. be used to adjust soil pH. B. Set container grown stock, asspecified, for balled burlapped stock, except cut cans on 2 A. Install in valve box, arranged for easy adjustment and removal. �% � �.$ C. Mulch: Submit 1 gal bag of mulch sample for approval. sides with an approved can cutter and remove can; remove bottoms of wooden boxes after 1.6 SYSTEM DESCRIPTION 1. Provide union on downstream side. �I�, C. ►��� t 2.3 SOIL AMENDMENTS partial backfilling so as not to damage root balls. A. Design requirements: 2. Adjust automatic control valves to provide flow rate of rated operating 411111It 1.5 DELIVERY, STORAGE AND HANDLING A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery(208)375-5262 and C. Dish top of backfill to allow for mulching. 1. Minimum water coverage: Planting areas-85%, Lawn areas- 100% pressure required for each sprinkler circuit. A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod NuSoil Compost(208)629-6912 or approved equal in equal amounts by volume. D. Mulch pits, and planted areas. Provide not less than following thickness of mulch, and work 2. Layout system to obtain optimum coverage using manufacturer's standard �E z against drying and breaking of rolled strips. B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It into top of backfill and finish level with adjacent finish grades. heads. Spray on walks, walls or paved areas is not acceptable. 3.7 PIPE INSTALLATION Z W �2 c Z 3. Zoning shall be designed for optimum use of available pressure and efficient A. La PVC pipe in accordance with standard and acceptable practice. Thrust o c. Z 3 0 B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery shall be free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as 1. Provide 3 inches thickness of mulch. 9 9 p p Y p p P p Z o J unless otherwise approved b Architect. Do not bend or bind-tie trees or shrubs in such to weight, manufacturer, and content. Protect materials from deterioration during deliver E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide distribution for types of plantings and shapes of planting areas. blocks to be used at points of intersection and change of direction in main line o m o � 5 pp Y 9 9 Y PPY 9P p � JNw �, manner as to damage bark, break branches, or destroy natural shape. Provide protective and while stored at site. an adequate film over trunks, branches, stems, twigs and foliage. 4. Design pressures: Install pressure regulating equipment as necessary. pipe as per manufacturer s recommended specifications. Install manual drains. 0 3 W m covering during delivery. Do not drop balled and burlapped stock during delivery. 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural 5. Provide/install approved fixed tee or coupling device for air blow winterization. B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, deburr, wipe from Z InJ W � � zo ' C. Deliver trees and shrubs after preparations for planting have been completed and plant Planting 5-gram tablets 20-10-5 type or equal. practice. Prune trees to retain required height and spread. Unless otherwise directed by Location shall be on main supply line downstream from main shut off valve. surface all saw chips, dust, dirt, moisture and any foreign matter which may contaminate the a Eb o r W immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in 2. Commercial fertilizer"B"for lawn areas, applied to bed prior to sodding, to be 16-16-17 Architect, do not cut tree leaders, and remove only injured or dead branches from flowering 6. Install approved backflow prevention device in conformance with local or cemented joint. Apply cleaner/primer and solvent cement, make joints in accordance with o - o shade, protect from weather and mechanical damage, and keep roots moist by covering with applied at the rate of ten pounds per acre. trees, if any. Prune shrubs to retain natural character. prevailing codes, and in approved site location. Provide for drainage manufacturer's recommendations. Use Teflon thread sealant(tape)at all threaded joints. w o ; o W without erosive damage. � J E - Z mulch, burlap or other acceptable means of retaining moisture. 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. 9 C.Contractor shall size pipe according to schedule provided. Flow velocities shall not exceed Cn � o W � o 5 feet/second in all cases. Lateral lines shall be laid out and installed per zone to balance o W o U D. Do not remove container-grown stock from containers until planting time. Fertilizer Milorganite (6-0-2)type or equal. H. Guy and stake trees immediately after planting, as indicated. p zo cD m F, & _ ZZZaW E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or I. Apply approved herbicide to all shrub bed areas at manufacture specified rate. Re-apply as 1.7 EXTRA EQUIPMENT the pressure loss and provide minimum fluctuation in system operating pressures. cn 3 W W A. In addition to installed system, furnish owner with the following: o Z } m to rootballs during deliver, storage and handling. pre-approved equal. Use in accordance with manufacturers recommendation on all planting necessary for elimination of weeds. Y 9 Pipe Size Pipe Section Pipe Size Pipe Section z J r o beds. 1.Valve operating key and marker key. 3/4" 0-9 GPM 1 1/2" 26-34 GPM , W o Z 1.6 JOB CONDITIONS 3.6 SODDING NEW LAWNS 2. Wrench for each sprinkler head cover type. 1" 10-17 GPM 2" 35-50 GPM A. Utilities: Determine location of underground utilities and work in a manner which will avoid 2.4 PLANT MATERIALS A. General: Install lawn sod in all areas designated on the drawings. 3. Two (2)sprinkler head bodies of each size and type. 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM possible damage. Hand excavate, as required. Maintain grade stakes until removal is A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown B. Soil Preparation 4. Two (2) nozzles for each size and type used. p g q 9 Y� p g p Y p a o mutually agreed upon by parties concerned. for landscape work and complying with recommendations and requirements of ANSI Z60.1 1. Any sod lawn areas that may have become compacted prior to sodding must be scarified B. Store above items safely until Substantial Completion. D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer J o B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, "American Standard for Nursery Stock". to a depth of eight(8) inches by approved means, then finish graded as hereinbefore C. Deliver above items at Substantial Completion. of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" l adverse drainage conditions, or obstructions, notify Architect before planting. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching described. apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow ft L N - C. Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or configuration recommended b ANSI Z60.1 for a and species required. Single stem trees C. La sod within 24 hours from time of stripping. Do not plant dormant sod or if round is PART 2- PRODUCTS for tree removal if required. Staple drip line every 36" max. Flush all lines with full head z � M g Y type p q g Y pp 9 p g N � recondition to prior conditions at project completion. except where special forms are shown or listed. frozen. of water prior to installation of flush valves at end of circuit runs. r.7 00 0 C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum D. Sod Placement 2.1 PIPE AND FITTINGS E. Flush Valves: Install flush valve at end of each drip line run. O �00 1.7 SEQUENCING AND SCHEDULING number of canes required by ANSI Z60.1 for type and height of shrub. 1. Sod will be brought onto lawn areas by wheeled means with proper protection of sod A. PVC 1120,ASTM D-1784, permanently marked with manufacturer's name, I - _;Z w o A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. beds. Sod layers shall be experienced, or if inexperienced, shall be constantly schedule rating, size, type. Solvent-weld type: 3.8 SPRINKLER HEADS � O= become available, working within seasonal limitations for each kind of landscape work Dimensions indicate minimums read for spreading and semi-spreading type evergreens su Bruised b an ex erienced foreman. The Contractor shall insure that the base 1. Pipe: A. Flush circuit lines with full head of water prior to head installation. W cn Q p P 9 p g Yp g p Y p C) CD - 00 required. and height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance a. Pressure lines: Schedule 40 solvent weld. 1. Install heads at level with mulch O _o 1. Plant or install all plant materials during normal planting seasons from 15 March to columnar. Provide normal ualit ever reens with well balanced form com I in with shall be made for shrinka e. La sod with Ion ed es er endicular to rimar slo e. b. Lateral lines: Class 200 pvc. 2. Locate part-circle shrubbery heads to maintain a minimum distance of six � ft quality g complying g 9 Y g g p p p Y p z l 15 November. requirements for other size relationships to the primary dimension shown. 2. Lay to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not c. Sleeving: Class 200 pvc. inches(6")from walls and four inches (4")from other boundaries unless � g n 2. Correlate planting with specified maintenance periods to provide maintenance from overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid 2. Fittings: Schedule 40 PVC, solvent-weld type. Install threaded joints where otherwise indicated. Keep overspray to a minimum. ca O O o M date of substantial completion. 2.5 GRASS MATERIALS damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work required at valves, risers, etc. � L J o B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season old, and free of sifted soil into minor cracks between pieces; remove excess to avoid smothering of 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic"polypipe" 3.9 CONTROL WIRE INSTALLATION ftt z riser. A. Bur wires beside or below main line pipe in same trench. & C14 to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs weeds and undesirable native grasses. Provide only sod capable of growth and adjacent grass. Y p p M occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting development when planted (viable, not dormant). 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure 4. Solvent: NSF approved solvent for Type I & II PVC. B. Bundle multiple wires together with tape at ten feet(1 0')maximum intervals. Wo s o B. Polyethylene Pie C. Provide 36 inch loop in wires at each valve where controls are connected and 0- from planting operations. 1. Provide sod of uniform pad sizes with maximum 5/o deviation in either length or width. proper contact between soil and sod. Final rolling must provide a uniform surface. AfterP p Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where at 100' maximum intervals between. 1.8 SPECIAL PROJECT WARRANTY supporting their own weight when suspended vertically with a firm grasp on upper 10% based on uniform, healthy and vigorous growth with no dry or dead spots. drip tubing is not otherwise used. D. Make all electrical joints (splices) in boxes only. Make electrical joints A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. of pad will be rejected. 4. Add fertilizer"B"at the manufacturer's recommended application rate. 2. Fittings: Schedule 80 PVC. waterproof. Scotch-Lock connectors, or approved. B. Warranty trees and shrubs, for a period of one year after date of substantial completion, B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf E. Water sod thoroughly with a fine spray immediately after planting. 3. Clamps: Stainless Steel. against defects including death and unsatisfactory growth, except for defects resulting from Company, Meridian, ID (208)888-3760 or approved equal. F. Sodded Lawn Establishment C. Drip Line: Netafim Techline Dripperline, with .6 GPH drippers at 18"spacing. 3.10 AUTOMATIC CONTROLLER (i� neglect by Owner, abuse or damage by others, or unusual phenomena or incidents beyond 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing A. Install on site as approved. Verify location with Owner Representative. I I Landscape Installer's control. 2.6 MISCELLANEOUS LANDSCAPE MATERIALS of sod lawn areas until Final Acceptance of the project. 2.2 SPRINKLER HEADS B. Install typewritten legend inside controller door. LL 1 N z C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard 2. Mowing shall be done b an approved "reel"type mower. Mower blades shall be set at A. Description: Appropriate for application in throw, pressure and discharge. Each Yp 9 9 9 p P g Y pp Yp e warranty period. Make replacements during growth season following end of warranty period. excessive loss of moisture from plants. Deliver in manufacturer's fully identified containers two (2)inches high for all mowings. type of head shall be of a single 9 manufacturer. 3.11 TESTING Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, and mix in accordance with manufacturer's instructions. 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as 1. Lawn heads: pop-up type. A. Do not allow or cause any work of this Section to be covered up or enclosed Q12 a_ in opinion of Architect, it is advisable to extend warranty period for a full growing season. B. Mulch: Mulch for planting beds shall be medium ground bark mulch, free of splinters, per the Manufacturer's recommended application rate. Verify all methods of application. B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. until it has been inspected and tested. � O m LLI consistent in appearance, and shall contain no toxic substance detrimental to plant life. Contractor shall notify the Architect in writing that the fertilizer applications have occurred B. Pressure testing: / � Z C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, and on what dates. 2.3 AUTOMATIC CONTROL SYSTEM 1. Make necessary provision for thoroughly bleeding the line of air and debris. �/ I . Q or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, A. General; Furnish low voltage system manufactured expressly for control of 2. Before testing, cap all risers, and install all valves. W _ U twisted, pliable galvanized iron wire, not lighter than 12 ga. with zinc-coated turnbuckles. 3.7 MAINTENANCE automatic circuit valves of underground irrigation systems. Provide unit of 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply and test � (J) Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and of A. Begin landscape maintenance immediately after planting. Maintenance shall continue until capacity to suit number of circuits as indicated. for leakage. Test shall be approved if no greater than 5 psi loss occurs in 15 minutes. uniform color, material, and size to protect tree trunks from damage by wires. Project Final Acceptance. B. Control Enclosure: Manufacturer's standard wall mount with locking cover, 4. Fill all zone lines with water to static pressure. Hold for 15 minutes. Inspect for leakage. W O z 0 B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for complying with NFPA 70. 5. Contractor shall provide all required testing equipment and personnel. Test shall be - z healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. performed in presence of Architect. Contractor shall make notice of test(48) hours in advance. r n ~ reset trees and shrubs to proper grades or vertical position as required. Restore or replace Including switch for manual or automatic operation of each circuit. 6. Provide required testing equipment and personnel. � v J co damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time 7. Repair leaks, and retest until acceptance by the Architect. \\ ro � C. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations of day and skip any day in a 7 or 14 day period. C. Coverage inspection: upon completion of all systems, perform a coverage test to determine � / z :fs such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, E. Wiring: Solid or stranded direct-burial type as recommended by manufacturer if coverage of water afforded all areas is complete, adequate and uniform. Change heads, free of eroded or bare areas. of control unit; type AWG-UF, UL approved. nozzles, orifices and/or adjustment as directed to provide uniform coverage. 0 v 0- D. Final inspection: Li D. Maintain lawns for no less than period stated above, or longer as required to establish P M v) J acceptable lawn. 2.4 VALVING 1. Clean, adjust, and balance all systems. Verify that: � W Q A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, a. Remote control valves are properly balanced; D z 3.8 CLEANUP AND PROTECTION threaded connection with cross type handle designed to receive operating key. b. Heads are properly adjusted for radius and arc of coverage;A. During landscape work, keep pavements clean and work area in an orderly condition. B. Automatic circuit valves: high impact plastic with corrosion-resistant internal c. The installed system is workable, clean and efficient. Z r Vn LLB. Protect landscape work and materials from damage due to landscape operations, operations parts. Low power solenoid control, normally closed,with manual flow E. Winterization: Winterize system at the end of first season of system operation. by other contractors and trades, and trespassers. Maintain protection during installation and adjustment; same manufacturer as control unit. Review procedures with Owner Representative. maintenance periods. Treat, repair, or replace damaged landscape work as directed. 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber valve if not connected to potable water. 3.9 INSPECTION AND ACCEPTANCE 2. Drip Control Zone Kit: Hunter PCZ-101. END OF SECTION A. When landscape work is completed, including maintenance,Architect will, upon request, C. Quick coupler valve: brass or bronze construction with hinged top. One per zone SCALE AS SHOWN make an inspection to determine acceptability. or valve grouping. ►ii. B. When inspected landscape work does not comply with requirements, replace rejected work .�aiiiiit DWG.DATE 05/21/20 2■■■■i and continue specified maintenance until reinspected by Architect and found to be acceptable. �■■■■■i_ Remove rejected plants and materials promptly from project site. ENGINEER ���■■■■�' PROJ. No. JBA-2039 DEVELOPER '"'"' END OF SECTION J SHEET 4 OF 4 4345 LINDER ROAD, LLC ENGINEERING SOLUTIONS, LLP ASSOCIATES 13967 W. WAINWRIGHT DR. 1029 N. ROSARIO ST., Ste. 100 Site Planning/Landscape Architecture BOISE, IDAHO 83713 MERIDIAN, IDAHO 83713 16M Tyrol Lane,Ste 130 Boise,D 88708 L4 Phone (208) 939-5665 Phone (208) 938 0980 Ph.(208)843 7175 www.�snsen�tsoan C�MEA IDIAT.= Planning Division 1�u FINAL PLAT ■ Application Checklist Project name: Whitecliffe Estates Subdivision No.2 final Plat File#: -Applicant/agent: 943 W.McMillan Road LLC/Becky McKay, Engineering Solutions, LLP APPLICATION WILL NOT BE A CCEPTED UNLESS ALL ITEMS ON THE CHECKLIST ARE SUBMITTED ELECTRONICALLY. All applications are required to contain one electronic copy of each of the following with the applicable naming convention: Applicant Description Document Staff (4) Naming Convention �} X Completed and signed Development Review Application Development Review Application X Narrative fully describing the project: Narrative Include the following additional information in the project narrative: ➢ A statement of conformance with the approved preliminary plat and meeting all requirements or conditions thereof. If not in conformance, describe the proposed changes and why they are needed* ➢ A statement of conformance with all requirements and provisions of the UDC ➢ A statement of conformance with acceptable engineering, architectural and surveying practices and local standards ➢ Note the approved annexation/rezone ordinance number and development agreement recorded instrument number (if applicable) Recorded warranty deed for the subject property Warranty Deed X Affidavit of Legal Interest signed and notarized by the property Affidavit of Legal Interest owner[If owner is a corporation,submit a copy ofthe Articles of Incorporation or other evidence to show that the person signing is an authorized a ent X Scaled vicinity map showing the location of the subject property Vicinity Map (If this is a phased development,show this phase in relation to previously approved phases) X Address/Parcel Verification must be submitted via the following LDAV-2020-0328 URL: https://c it i zenRortal.m er i d i an c i ty.org1C i t i ze n Acces s/De fau lt.asyx Once verified,insert the Address Verification Record ID(LDVA #)here �{ Fee(The fee will be assessed once all checklist items are verified.) (Please call the Planning Division to calculate correct fee. Applications with incorrect ees will not he accepted) Note: Only one copy of The above items need he submitted when submitting multiple applications Additional Requirements for Final Plat Applications: Applicant Description Staff } X Copy of the approved prelimi nary fat 8'/s"x I"} Pre-plat X Copy of the"final"Ada County Street Name Review Street Name Approval Community Development■Planning Division■33 E.Broadway Avenue,Ste. 162 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridian-city.orgln Ian ning (0312 712 02 0) — X Submit a common drive exhibit that depicts setbacks,fencing, Common Drive Exhibit building envelope,and orientation of the lots and structures. NIA Detail of any proposed amenities(tot lot play equipment,etc.) Amenity Details NIA Storm drainage calculations must be submitted for rip vale drives Storm Drainage Cale$ and parking areas within subdivisions. X Applicant's engineer is required to submit a signed, stamped Engineer Statement statement certifying that all street finish centerline elevations are set a minimum of three feet above the highest established normal groundwater elevation. Submit cross section (civil plan drawing) of rip vate street to the Private Street Cross Section NIA Plannin Division(if applicable). X Final Plat-The following items must be included on the final Final Plat Plat; • Approved plat name • Year of platting • Section location and count (situate statement) • North arrow • Scale of p[at not smaller than 1"=100') • Streets and alleys with widths and bearings • Street names ■ Consecutive numbering of a]I lots in each block,and each block numbered • Each and all lengths of the boundaries of each lot including curve and/or line table • Exterior boundaries shown by distance and bearing (heavier lines than streets and lots) including curve and/or line table • Description of survey monuments • Initial point and tie to at least two public land survey corners or, in lieu thereof,to two monuments recognized by the C ity Engineer or County Engineer or surveyor • Common area lots and/or landscape easements • Ex i sti ng and proposed easements(show gra phi cal Iy on the plat) • Pertinent notes for easements, restrictions, dedications, etc. • Basis of bearings • Land Surve or signed seal • Land Surveyor business name and address • Legend of symbols • Adjacent platted subdivision names X S ig nature sheets of the final plat Signature Sheets x Landscape Plan-The following items must be included on the Landscape Plan landscapeplan: Date,scale,north arrow,and project name Names,addresses,and telephone numbers of the developer and the person and/or firm preparing the plan ■ Stamp/signature of a landscape architect, landscape designer,or qualified nurseryman preparing the plan Existing natural features such as canals,creeks,drains, ponds,wetlands,floodplains,high groundwater areas, and rock outcroppings • Location,size,and species of all existing trees on site with trunks 4 inches or greater in diameter,measured 6 Community Development•Planning Division■33 E.$roadevay Avenue.Ste. 102 Meridian,Idaho 83 64 2 Phone:208-884.5533 Fax:208-888-6854 www.mcridiancit .o lannin (0312712020) inches above the ground. Indicate whether the tree will be retained or removed • A statement of how existing healthy trees proposed to be retained will be protected from damage during construction • Existing buildings,structures,planting areas,light poles, power poles,walls,fences,berms,parking and loading areas,vehicular drives,trash areas,sidewalks,pathways, stormwater detention areas,signs,street furniture,and other man-made elements • Existing and proposed contours for all areas steeper than 20%slope, Berms shall be shown with one-foot contours • Site Triangles as defined in 1 1-3A-3 of this ordinance • Location and labels for all proposed plants,including trees,shrubs,and groundcovers. Scale shown for plant materials shall reflect approximate mature size ■ A plant list that shows the plant symbol,quantity, botanical name,common name,minimum planting size and container,tree class I,II,or III), ■ Planting and installation details as necessary to ensure conformance with of I req wired standards • Location and drawing/detail of all proposed fencin • Calculations of project components to demonstrate compliance with the requirements of this ordinance, including: ➢ Width of street buffers,lineal feet of street frontage, and number of street trees ➢ Width of parkways,lineal feet and number of street trees ➢ Acreage dedicated for qualified open space(include detail of calculations) ➢ Number of trees provided an common lot(s) ➢ Mitigation for removal of existing trees Electronic Submittal for Public Works x Submit an electronic version of the construction drawings in PDF Construction Drawings format X Submit an AutoCAD file in compliance with the Specifications for Autocad file Project Drawings located at: https://mer id i anc ity.o rg/la nd/Auto%2OC A D_%2 O Standards°/a2O 2 O l 8.ndf of final engineering construction drawings for streets,water, sewer,sidewalks,irrigation and other public improvements with copies of the final plat attached.These drawings must be stamped and signed by a registered engineer/surveyor in the State of Idaho. If the number of buildable lots has increased or there has been an overall reduction in the amount of open space, the final plat shall be determined not to be in substantial compliance with the preliminary plat. If the Director determines that there is substantial difference in the final plat than that which was approved as a preliminary plat or conditions that have not been met, the Director may require that a new preliminary plat be submitted to the Commission(UDC 11-6B-3C2b). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE(NOR WILL A PUBLIC HEARING BE SCHEDULED) UNTIL STAFF HAS RECEIVED ALL REQUIRED INFORMATION. Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208.884-5533 Fax:208-888.6854 www.meridiancity.orglplanning (0312712020)