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Application Development Application Transmittal Link to Project Application: Warrick No. 2 FP H-2020-0044 Transmittal Date: 4/24/2020 Hearing Date: 5-26-2020 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: May 26, 2020 Planner: Sonya File No.: H-2020-0044 Project Name: Warrick Subdivision No. 2 Request: Final plat consisting of 19 buildable lots and 4 common lots on 3.66 acres of land in the R-8 zoning district, by Schultz Development. Location: The site is located at 2445 E. Amity Rd., in the NE 1/4 of Section 32, Township 3N., Range 1 E. E j n--- Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: File number(s): Assigned Planner: Related files: Type of Review Requested(check all that apply) ❑Accessory Use(check only 1) Winal Plat ❑Daycare t 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(El✓only 1) ❑Director ❑Director ❑Commission ❑Commission ❑Variance ❑Development Agreement Modification ❑Other Applicant Information Applicant name: - � Phone: Applicant address: P6 4-2>61- i i\S Email: CJ�lu L City: t!j z�, State: i 1-7 Zip: £ c Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned Other mil. Owner name: t-4-r-ci c,— L L C- Phone: (-Z Owner address:�7 2"7 L, i l (` � Email: 1 0 } = -kl �41�4G City: `� � State: ID Zip: 7 �- Agent/Contact name(e.g.,architect,engineer,developer,representative): u l Firm name: �c kr�� � `z. � ,�I .� �r(1ne- Phone: Agent address: �' 7 City: Ct%A z G_� State: Zip: '' Primary contact is: AApplicant ❑Owner 4Agent/Contact Subject Property Information Location/street address: Township,range,section: `'J Y Assessor's parcel number(s):15 J`' ''�1 ZA t 2 5 Total acreage: 3, WO Zoning district: Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.org/planning -1 Rev:(2/11/2020) Project/subdivision name: General description of proposed project/request: iA cr 1 A-P, i �- qZ-5 -- T=i Proposed zoning district(s): R—y Acres of each zone proposed: ":J,to(, c` cry Type of use proposed(check all that apply): 'Residential ❑Office❑ Commercial❑Employment❑Industrial ❑Other �p Who will own&maintain the pressurized irrigation system in this development? Which irrigation district does this property lie within? (7�� Primary irrigation source: 1'�A-t-`> y cn Secondary: G1 / Square footage of landscaped areas to be irrigated(if primary or secondary point of connection is City water): Residential Project Summary(if applicable) Number of residential units: t Number of building lots: Cf Number of common lots: '4 Number of other lots: O Proposed number of dwelling units and square footage of living area(for multi-family developments only):'o'J 1 bedroom: 2-3 bedrooms: 4 or more bedrooms: (up to:500 sq.feet) (up to:250-500 sq. feet) (up to:500 up to 1200 sq.feet) f Minimum square footage of structure(excl.garage): 00 Sf:' Maximum building height: Minimum property size(s.f): tt�,Cj' 0 5 �� Average property size(s.f.): Gross density(Per UDC 11-1A-1): 9 AC1 �QcG Net density(Per UDC 11-1A-1): 7k ©� Acreage of qualified open space: G14 C"C Percentage of qualified open space: ' Type anq calculations of qualified open space provided in acres(Per UDC 11-3G-3B): Amenities provided with this development(if applicable): Type of dwelling(s)proposed: Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑Duplex ❑Multi-family ❑Vertically Integrated ❑Other Non-residential Project Summary(if applicable) N h 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 �y Print applicant name: Applicant signature: Date: Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.org/planning -2- Rev:(211112020) April 7, 2020 City of Meridian Honorable Mayor and City Council c/o City of Meridian Planning Department 33 E. Broadway Avenue Meridian, ID 83642 RE: Warrick Subdivision No. 2 Final Plat Submittal Dear Mayor and City Council Members: On behalf of Calistoga Partners LLC,please accept this request for a Final Plat for Warrick Subdivision No. 2. The Annexation and Preliminary Plat for the Warrick Subdivision(H-2018- 0015)were approved by City Council at their February 5, 2019 public hearing. The submitted final plat on 3.66 acres for 19 building lots and 4 common lots in an R-8 zone conforms to the original Annexation, Preliminary Plat, and Development Agreement for the site and meets all the requirements thereof. The submitted final plat, development plans, and landscape plans conform to the UDC and all applicable engineering, archtitectural, and surveying practices and local standards. Sincerely, Matt Schultz Schultz Development LLC Project Manager attachments ADA COUNTY RECORDER Phil McGrane 2019-037497 BOISE IDAHO Pgs=2 LISA BATT 05/07/2019 10:58 AM NEXTITLE $15.00 WARRANTY DEED FOR VALUE RECEIVED Paul Warrick, Trustee of The Paul Warrick Living Trust dated. April 11, 2001 GRANTOR(s) does(do) hereby GRANT, BARGAIN, SELL and CONVEY unto: Calistoga Partners, LLC, an Idaho Limited Liability Company GRANTEE(s), whose current address is: 5300 S. Hayseed.Way, Boise, ID 83716 the following described real property in Ada County, State of ID more particularly described as follows,to wit: SEE ATTACHED EXHIBIT A TO HAVE AND TO HOLD the said premises, with their appurtenances unto said Grantee(s), and Grantee(s) heirs and assigns forever. And Grantor(s) does(do) hereby covenant to and with said Grantee(s) that Grantor(s) is/are the owner(s) in fee simple of said premises, that said premises are free from all encumbrances, EXCEPT those to which this conveyance is expressly made subject and. those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, if any, of record, and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year which are not yet due and payable and the Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Dated this 3rd day of May,2019 Pau ick, rustee of The Paul Warrick Living Trust dated April 11,2001 By Paul Warrick,Trustee State of Idaho County Gam. On this_day of , in the year of 2019,before me the undersigned Notary Public in and for said State,personally appeared Paul Warrick,Trustee,known or identified to me as the person whose name(s) is/are subscribed to the within instrument as trustee(s)of Paul Warrick,Trustee of The Paul Warrick Living Trust dated April 11,2001, and acknowledged to me that he/she/they executed the saine as such trustee(s). MELISSA M.BATES Notary Public for COMMISSION#44529 Residing at: ReSidinq in: Eanle. $D NOTARY PUBLIC My Commission Expires: Expires: 05/24/20-93 STATE OF IDAHO W COMMISSION EXPIRES 05/24/2025 Warranty Deed Page 1 of 2 File No:NXID-0298348 EXHIBIT A The Land is described as follows: PARCEL 1 COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER(NE1/4)OF SECTION THIRTY-TWO (32)IN TOWNSHIP THREE(3)NORTH OF RANGE ONE(1)EAST OF THE BOISE MERIDIAN, IN ADA COUNTY, STATE OF IDAHO,THENCE SOUTH AND PARALLEL WITH NORTH AND SOUTH LINE OF SAID SECTION EIGHTY(80)RODS TO A POINT; THENCE EAST PARALLEL WITH NORTH LINE OF SAID SECTION TWENTY(20)RODS TO A POINT; THENCE NORTH PARALLEL WITH EAST LINE OF SAID SECTION EIGHTY(80)RODS TO A POINT,AND THE NORTH LINE OF SAID SECTION; THENCE WEST ON AND PARALLEL WITH NORTH LINE OF SAID SECTICN TWENTY(20)RODS TO A POINT, AND THE PLACE OF BEGINNING; TOGETHER WITH ALL WATER AND WATER RIGHTS, HOWEVER EVIDENCED; PARCEL 2: ALL OF THE LAND WEST OF THE CENTER OF THE DRAIN DITCH IN THE NORTHEAST QUARTER(NE 'A) OF THE NORTHEAST QUARTER(NE 'A)AND ALL OF THE LAND WEST OF THE CENTER OF THE DRAIN DITCH IN THE EAST THIRTY ACRES OF THE NORTHWEST QUARTER(NW 1A)OF THE NORTHEAST QUARTER(NE 1A) SECTION THIRTY-TWO IN TOWNSHIP THREE NORTH RANGE ONE EAST OF THE BOISE MERIDIAN IN ADA COUNTY, STATE OF IDAHO TOGETHER WITH ALL WATER, WATER RIGHTS, DITCHES,AND LATERALS. APN/Parcel(s): S 1132121100 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) JoE. A.A ?A,0-1A e-Q,S t I-LC S.&e,C Ll-Ra `vu ny- 1bG (name) (address) M totoKA tokm (city) (state) being first duly sworn upon, oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: S=-UuL--Tz' ,1�.�.�e► -'P,n.�x it 15 M> .iof�1 �D `r33ro�A (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day 20 ?-tD (Signature) JOV-PMNuA t MhrtA-C � SUBSCRIBED AND SWORN to before me the day and year first above written. ��ttntn+►u► K .� P.• siorii••• F �`S N N .c'. (N(Aary Public for Idaho) ti.1OTAq = ,/ �: = Residing at: M yYCU�(�ZV� 1 ' UBLIG i - �'����9 Al7809��••\X� My Commission Expires: V✓ �2_� //U !/✓ Community Development■Planning Division■33 E.Broadway Avenue.Ste. 102 Meridian,Idaho 83642 ► Phone:208-884-5533(•ar 208-888-6854 AMITY N T [ m W �'`n WARRICK SUB #1 W BOUNDARY a0 3a W J �� TACONIC N E 0 600' 1200' S SCALE 1" = 600' DRAWN BY: DES CHECKED BY: CSK CK ENGINEERING VICINITY MAP DATE: 04/02/20 1300 E. STATE ST., SUITE 102 FILE: MKINITY.NG EAGLE, ID 83616 121TT SCM TZ\WPRRlGK PR0PERIY\CKDWGS\1-PHSE I PHONE 208-639-1992 Lo 00 6' N Ln °0 INSTALL NEW TURN LANE ROW ROW CV ADA COUNTY HIGHWAY DISTRICT 38'-0" o o de 11 PROPOSED STIFF LEG BOX CULVERT. E - - - --� _---7 I 2'-6" 33'-0" 2_6 m m Lo -40 N m Sao O S89'43'43"E 72 - s _ 5'-0" 8'- 16'-6" 16'-6" -0" 5'-0" S C o o b Z I 14' Z ~ -6" 14'-6" r O o 0 1 PIR 401.7' BLOCK 1 1 n 1 BLOCK 2 ^1 J'� 3 �qX CUT <A1i4741'1 ��j 0 80' 160'n PIR PIR S4OP SLOPE 2.00% -- Q Lw aSLOPE 2.00% �160.7' 60.0' 60.0' 60.0' 60.0' 62.0' 111.5' 30.1' .7O8968 SF 5 4 3 223 �;1 0 v T SCALE 1" = 80' z 160.8' O O O O FN O O \ r0p EXTEND BASE MATERIALS 2 1/2" OF 14777 " OF 6" CONCRETE SIDEWALK PER 0 0 o o v1 \ \ cy' 6" BEHIND CURB TYP ISPWC SD-709 (TYP) E. VICTORY ROAD J O 135.8' 0 25.0' N o N o N o N o N M �� 4 �'� >�, ( ) ASPHALT PAVEMENT MINUS PIT RUN o $ 0 6 N 07 cn Co 0 o O \ TEN MILE DRAIN EASEMENT 4" OF 3/4" MINUS STANDARD ROLLED CURB & GUTTER (SD-702) r10 6790 SF Lf1 O � � � T' 0 \ NAMPA MERIDIAN IRRIGATION CRUSHED GRAVEL R " VERTICAL GUTTER - 1 LANDSCAPE (TYP) I N w SF o- 0 6 ER CAL CURB & GU E (SD 70 ) 135.8' w 60.0' 60.0' 60.0' 62.0' 55.7' �� \ DISTRICT INST # 68006. TYPICAL AS PER PLANS J J rF DLO 6790 SF w w s�9- a \ �\ 33' TYPICAL STREET SECTION Q ASA S 1ti1 5 \ \ 1 v 135.8' - SF 0 \ Scale: NOT TO SCALE I o 10 � 107.1 i i i TEN MILE DRAIN s 1��� \ O�'f' \ \ E. AMITY ROAD 7112 SF a �� FLOODWAY LINE s �j FLOOD ZONE A 6° �� z O U 0 5531 SF O o 1• O- o TEN FOOT ASPHALT PATHWAY o o 141.0' �I ENTRANCE SIGN O \ \ � o 111.0' 0 11 o BLOCK 3 NSF \ \\ PAL 46'-0" � w Q Ln 7050 SF �6 rn o 5550 SF O oo�I P�� L PROJECT SITE CD V ��' ti �°�- N \ 6'-0" 34'-0" 6'-0" o � U Q 141.0' 111.0' Q J� ��1 O p \ O 8 \ N N 0 12 7050 SF o N o b II P \/J� O �10 \ 17'-0" 17'-0" O n0 r1 L 1' 5'-0' 5'-0" 1' W 0 5550 SF 4 0 141.0' Un r1 \il C1 �' \ 111.0' 01) ,\o O 15'-0" 15'-0" E. LAKE HAZEL ROAD O Q `� F TEN MILE DRAIN EASEMENT 3'1 M Q �Ln 0 13 7050 SF O�`' �_ NAMPA MERIDIAN IRRIGATION S�OpEgX CUT g:1 MPX C LL 0 5550 SF O o 1� p DISTRICT INST # 68006. f- y S�opE - VICINITY MAP - W STORM TECH CHAMBER �• SLOPE 2.00% SLOPE 2.00% 0 141.0' 0 111.0' �I DRAINFIELD s ?O- 1��p 10 -NTS- Io 14 Lo 7050 SF p 1 ?' NSF \ SHOP lCC CUT J 4" - 3 4" MINUS m o 5550 SF O o I � 81d 1�0 ,gyp \ / 14" - PIT RUN 141.0' `1' 35.0' S0.0' 50.0' S0.0' 50.0' S0.0' 50.0' S0.0' 42.6'�2 '`�' O CRUSHED GRAVEL CONCRETE SIDEWALK (TYP) 0 0 3i.0 �L PER ACHD SUP. 0 111.0' �'�• .�• � 11 2 1/2" ASPHALT o 15 7050 SF � O o I O 10 11 12 13 14 15 16 17 0�0'� �' \ PAVEMENT STANDARD ROLLED CURB & GUTTER NOTES: o 5550 SF O o O oO o O o O o O oO 1� 0 \` BOTH SIDES PER ACHD SUP. 141.0' cn m�� rn o o a; c"'� Cnn Ln (- c"n L ` 6? 1�� \ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. W 111.0' w 0 00 cn cn cn cn cn 0 0 O- C N o 0 0 � 7: � � Q 12 \\ \O � 34' TYPICAL STREET SECTION � 16 7050 SF I �' cn � SF 2. SUBJECT PROPERTY FALLS WITHIN A PORTION OF ZONE A PER FEMA PANEL PHASE 2 0 10 8 O 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' �Oti \ , Scale: NOT TO SCALE 16001CO253H AND 16001CO265H. BASE FLOOD ELEVATIONS HAVE BEEN ESTABLISHED 0 5550 SF 0 0 1I 50.4' O 50.7 �� ���' AND SHOWN FOR THE TEN MILE DRAIN. DEVELOPER IS IN NEGOTIATIONS WITH ADA I 141.0' PHASE 1 111.0' 50./ ?i O 3 COUNTY HIGHWAY DISTRICT FOR INSTALLATION OF NEW STIFF LEG BOX CULVERT MIAo 17 7050 SF CD o o ME AS �� d \ \ ACROSS AMITY ROAD. BASE FLOOD ELEVATIONS WILL BE EVALUATED AFTER M - S 51 5� 0 d \\ INSTALLATION OF NEW STIFF LEG BOX CULVERT. 141.0' 6?° �� \ 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LL1 o 0 50.0 S0.0' 50.0' S0.0' 50.0' S0.0' 51.2 SF 14 \ STANDARD STREET NOTES: LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY 00 6 18 7050 SF 0 50.5' Q�P�F \ ,•�-> �,-,0 ,�, 50.8' � �, � \ � PUBLIC STREET. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT ao 50.6' rn rn rn rn rn rn rn Q�p `� \ ALL TOP BACK OF CURB RADI AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT 50.0' 50.0' o 0 0 0 o O N o O p a, cv o 0 0 0 0 0 0 0 0 0 0 rn N rn N 6 1`O0 0 \ /L� LINE NOT ADJACENT TO A PUBLIC STREET. 7 141.0' m m �� \ ALL PEDESTRIAN RAMPS PER ISPWC SD-712H TYPE H3 UNLESS OTHERWISE CALLED OUT. T O CD N OD O N N N N u) N (n N (n (n (n �- 15 0 o N o rn N �' �' �' �' �' T' T T' 15 O \ / 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE o6 19 7050 SF 6 J v, � t cn 0000 �, °9 F ALL VALLEY GUTTERS PER ISPWC SD-708 UNLESS OTHERWISE CALLED OUT. \ APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF o �' o �1 `4 � ­' O O O 10 11 12 13 14 ?P 1�5 THE BUILDING PERMIT. 141.0' BLOC 4 BLOCK 4 T °'� ALL CURB IS ROLLED CURB PER ISPWC SD-702 UNLESS OTHERWISE CALLED OUT. Q 1 2 3 4 5 6 50.0' 0' S0.0' 50.0' 50.0' 50.0' 50.0' 10 \ ``�� 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. O - - 16 6� ALL SIDEWALK IS PER ISPWC SD-709 UNLESS OTHERWISE CALLED OUT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENT BY NAMPA OO o0 20 7038 SF 45 21Id aid \ s�S MERIDIAN IRRIGATION DISTRICT. 50.0' S5.0' fR 50.0' 50.0' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' o �, 137.7 - STORM DRAIN �,�� 21 121.0' 150.0' N 22 21 20 19 18 17 16 POND #2 `1 7 \\ j 6. STORM DRAINAGE SHALL BE RETAINED ON SITE CONTAINED WITHIN LOT 1 OF BLOCK 3, LOT 15 BLOCK 4 AND LOT 29 BLOCK 4. PONDS TO BE ACHD APPROVED 4 0 0 _ 34 0 23 0 0 00 o Co 0 00 0 Co o 00 0 00 0 00 o LO� �F \Oj STORM DRAIN POND. 0 0 0 8470 SF O o O 10150 SF o cJn o o o � o o O \ Q �,p I� n ^ N N N N V N v N v N �� �O y� 7. LOT 6 BLOCK 1, LOT 24 BLOCK 4, LOT 9 BLOCK 6 SHALL CONTAIN A COMMON LOT. THESE COMMON LOTS SHALL PROVIDE INGRESS AND EGRESS FOR LOTS 7, 8 121.0' 120.0' BLOCK 7 18 \ AND 9 OF BLOCK 1, LOTS 23 AND 25 OF BLOCK 4 AND LOTS 7 AND 8 OF 138.3' 58.4 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' M � � 24 95.6' SF \ BLOCK 6 ON A COMMON DRIVEWAY I I 0o Y o o 8470 SF 33 0 25 8820 SF w w �Oti o \ \ 8. LOTS 1, 6 AND 21 BLOCK 1, LOTS 1, AND 8 BLOCK 2, LOT 1 OF BLOCK 3, OO 9861 SF cp - o o - - w - ��� \ TEN MILE DRAIN LOTS 1, 15, 24 AND 29 OF BLOCK 4, LOTS 1 AND 9 OF BLOCK 5, LOTS 1, 9 W V l _ m PHASE 1 BLOCK 4 `�v S S S 19 FLOODWAY LINE AND 20 OF BLOCK 6, LOTS 1, AND 11 OF BLOCK 7 ARE COMMON LOTS TO BE 141.0' PHASE 4 121.0' 125.7' OF FLOOD ZONE A ORNTDD ASSIGNS. MAINTAINED BY THE WARRICK SUBDIVISION HOMEOWNER'S ASSOCIATION 62.0' 62.0' 62.0' 70.0' 70.0' 70.0' 70.0' 85.0' 46.4' � o o0 8470 SF 32 0 26 9. LOT 8 BLOCK 2 AND LOT 11 BLOCK 7 INCLUDE THE TEN MILE DRAIN EASEMENT. N I 0 O 9870 SF 0 ,� 8508 SF 00 _ _ m _ _ m _ °0 o c0 o V o N o J o v o j o 9 O Q PHAS 3 N rn N M N o o N o N o N O N ?O• co (n N N N (J1 \ v 141.0' 121.0' PHAS 4 121.0' � _n � �1 T „ T' �1 �1 °° A CD O O O O O O 4 9870 SF N 8470 SF 31 0 27 8470 SF o 1 2 BLOCK 5 d 4 5 - BLOCK 5 60.0= 80.0' �,�� \ ��oSF \ TEN FOOT ASPHALT PATHWAY PRELIMINARY DEVELOPMENT FEATURES: � ^ O w LJJ - 70 7 70.0' 70.0' 70.0' 70.0' 62.0' 62.0' 62.0 70.0 � �° 10 141.0, I 121.0' Co 121.0' 21 20 19 18 17 15 14 13 12 11 ?� °' �ti g EXISTING ZONING.................RUT/R1 r I F 0 \ 0 28 8470 SF o 00 o 00 o Co ' `� PROPOSED ZONING..............R-4/R-8 z o 0 9870 SF o 0 8470 SF 30 0 co _ O5 o o CO b 00 0 0 �n u N � N O N N o N O N m AREA...................................36.22 ACRES cv N N N N °' v7 - v7 cn - cn O0 \ �° \0 TEN MILE DRAIN EASEMENT �_ M M N r1 N N7 � � �, �ti BUILDING LOTS....................125CD 121.0' cn cn �, v7� cn I 121.0' I „ ,, ° NAMPA MERIDIAN IRRIGATION `� 0- O \ COMMON LOTS... 141.0' 10860 SF g 6 DISTRICT INST # 68006. 19 _00 M rn 70.1' 70.0' o' 70.0' 70.0' 54.8' S OVERALL GROSS DENSITY LOT/AC W N 29 0 70.8' s �nO z o I 00 s2.0' 62.0' 62.0' 70.2' o OVERALL AVERAGE LOT SIZE..... 7,985 SIF - o ' I o O 10150 SF M M- °o- ono �ti° 7 OVERALL NET DENSITY............... 5.46/AC z N CD ui Z �1 a STORM DRAINA - - _F HICON ST - \POND #3- w w o o - - • 71.1 R �5F \\ \ R-4 ACREAGE..................... 19.94 AC W ,,; '� oz o o • s s 2 00 R-4 LOTS............................ 67 0 Y 140.5' H 70.0' 70.0' 70.0' 70.7 `b \ .� CD o co 0 of 708' 70.3' o �. R-4 MIN.............................. 8,062 SF V � m ss.o' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' ��� ` R-4 AVERAGE..................... 9,039 SF I OV 9373 SF � cDi � � � m N o m o CD CD L4 9 o � o � o � o � w \ R-4 GROSS DENSITY.......... 3.36/AC w o °° 25.0' N `° o o - o DI N N W R-4 NET DENSITY.............. 4.8/AC Q w W w w O o O O O O O o o O O O M co O \ J 158.1' (n �, Cn �, � �; �; � � M � M � cp� �' R-8 ACREAGE..................... 16.28 AC o u o � o BLOCK 6 38. O2 O3 04 _ 0 BLOCK 7 R-8 LOTS............................ 58 R-8 MINIMUM...................... 5,500 SF I O 11294 SF 1° 11 12 13 14 15 16 17 18 19 20 33 70.0' 70.0' 70.0' m m 70.0' 70.0' ` O N A L 81d - 81d \ R-8 AVERAGE..................... 6,768 SF �5`'�o�sre F� 158.3' ,70.0' 70.0' 70.0' 70.0' 70.0' 70.0' L_ 70.0 70.0 70.0' 70.0 1 BLOCK 7 -GIR GIR 41113 SF O R-8 GROSS DENSITY........... 3.56/AC 81d -330.00 a1d 8Id 81d I _�� N89'41'38"W 1682.41' - R-8 NET DENSITY............... 6.43/AC SOUTHERN HIGHLANDS SUB IRRIGATION POND QUALIFIED OPEN SPACE..... 5.57 AC - 15.38% g 2 1/14/19 PLANNER DEVELOPER SURVEYOR �OS.oK IN��\,P IDAHO SURVEY GROUP SCHULTZ DEVELOPMENT BERKELEY BUILDING CO GREG CARTER P.L.S. SHEET MATT SCHULTZ, P.E. 2275 S EAGLE RD, SUITE #185 1450 E. WATERTOWER P.O. BOX 1115 MERIDIAN, ID 83642 MERIDIAN, ID 83642 MERIDIAN, ID 83680 208-995-2885 C 1 ■ O 208-880-1695 208-846-8570 I -E. AMITY ROAD - - - - PROJECT INFORMATION ���ppool�000 CITY OF MERIDIAN °F ° 00 TOTAL SITE AREA: 175,634 S.F. (4.03 AGRES) o° g`S' �g,ITz � o °o p6as Q 4. G G FP EP�. PHASE THREE AREA: 175,634 S.F. (4.03 AGRES) - LANDSCAPE REQUIREMENTS � t ttttttttt ttt � o t + V+ " oL-a + + + + + + + + ( + + + + + + + t T �P GP TOTAL QUALIFIED OPEN SPACE: 242,632 S.F. (5.57 AGRES) o� o+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T PHASE THREE QUALIFIED OPEN SPACE: 10462 S.F. (0.24 AGRES) oLA-16wE. MADRIGAL STREET + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +PHASE THREE + + + 2 + 3 + + 3 + + + + + + + + + + + + + + + + + + + t + + + t � �? 00 4/-7/202*Re uirements: LENGTH TREES REQ'D TREES PROVIDED + + + + + I + + + + + + + + + + + + + + + + aAT + + + + + + + BUILDING ETBAGK5:+ + + + + 4 + + + \ + I + + + + + + + + + + J 000 4>0o z NO TREES 1-f0 L.F. 0 6 J ML TYP. QP I I FRONT: 25 oOOO� op0000 o°oo REQUIRED L1.5 QP QP 1 BACK: 12 \ + - - -+ + +- AT - -� 3 -��t ir -- - 2 SIDE: 3' z . DAVIN IAVENUE + + + + + + + + + + + 3 + + + + + + + + + ML + + t VB _ Z -- +`'+ - + + �' + + + + + + _ + _ LINEAL FEET OF STREET FRONTAGE (INGLUDIN6 LOCAL STREETS w *Requirements: LENGTH TREES REQ'D TREES PROVIDED 3 O o •-� -� O o } - p �p� o �,; = aiH _ WITHOUT STREET TREE REQUIREMENTS): 510' o w M NO TREES 540 L.F. 0 13 d I E o REQU I RED L IT- ' � NUMBER OF STREET TREES PROVIDED:IG �� o q � - q a SITAR 2 3 4 3 3 4 4 3 3 3 3 3 4 5 3 2 END- TOTAL NUMBER OF TREES PROVIDED: 30 `��' E oo - � VB HP 3 GL Gp, RA PL GA GL MS 3 GA TOTAL NUMBER OF TREE SPEGIES: 7 - � n 5 ° z *PORTIONS OF LOCAL STREETS THAT ARE ADJACENT TO COMMON STAR 2 3 3 PO 3 3 GL 3 I 3 3 EA I , a`� E.F �' . Lip a w LOTS DO FOLLOW THE (1) TREE PER 35 L.F. RULE WITHIN THE GL EA 3 I � �, o❑ e o OD = PL PL PO PO PL REQUIRED/PROVIDED WIDTH OF PARKING LOT PERIMETER c a r U = = - L PARKWAY STRIP. 3 3 EA VB I 3 Q m o _ `'' 0 - C PO HP LANDSCAPE STRIP: 5' MINIMUM w .N Q C -0 -n oo N z r ° I UJW C7�J 3 � L fWO m 4 5 2 LANDSCAPE LEGEND • • • • • • 3LLW E Ic 4 C C _ . . - I I \ I I PLANTS TO BE INSTALLED ED o L I I I L LL w 5 o I w I I I � � � � � � � � � � V15IONTRIAN6LE a 18C I z0 KEY MAP I `� OI q -------------------- GUT EDGE AS DETAILED N GL ( ( I x 6'-O" GL0ED VISION FENCE ■ 300 O 300 600 GOO I �I �FIT C I SCALE: I - 300-O � I ^ ^ 6-O OPEN VISION FENCE I � TYP. 1 2 I o K $ -- -- -- -- -- L1.5 0 5 I TT SAVE AND PROTECT EXISTING FENCE ° M I 3 ' F_ I = PLANT SCHEDULE L I 2 AT - - PROPERTY LINE VERIFY w Oct I T (VERIFY) I w L1.5 = QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS + + + + DECIDUOUS SHADE TREES + + + _ 4( + + +I + + + ( + + + + + II10 3 + + + + + + + + + + + +++++t++ TURF SOD OVER APPROVED TOP + + + + + SOIL AS SPECIFIED. 5 AT Acer truncatum x A. platanoides 'Keithsform' Norwegian Sunset Maple 2" GAL. B$B 35' X 25' W I + + + + z 4 GB Garpinus betulus 'Fastigiata' Pyramidal European Hornbeam 2" GAL. B$B 35' X 25' W 11 I I 1 t 5 GB binkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2" GAL. BffB 45' X 35' W II I E MADRIGAL STREET Copyright CO 2020 Z 4 TT Ti lia tomentosa Silver Linden 2" GAL. B$B 50' X 35' W I I I 2 3" DEPTH OF 2" MINUS BARK aII rights reserved. Reproduction or use m any form o or by any means without written permission of 2 6 QP Quereus palu5tri5 Pin Oak 2" GAL. B$B -10, X 601W III t 1 MULGH OVER APPROVED Breckon Land Design,Inc.is unlawful and subject to 0 3 ZS Zelkova serrato 'Green Vase' Green Vase Zelkova 2" GAL. Bff B 45' X 30' W I I I GB TOPSOIL AS SPECIFIED. criminal prosecution. w ORNAMENTAL TREES ¢ K a ( Q + + DRYLAND SEED MIX. SEED WEST 3 ML Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. BBB 20' x 20' W I ++ SLOPE OF TEN MILE CREEK. SEE 10 m _ . z P1R _ _ NOES ON SHEET 1.5 FOR a O + + p � . r _ _ _ _ _ _ SPEGIES AND NOES. SHRUBS/PERENNIALS/ORNAMENTAL GRASSES I - O + + �, w 5 o 31 GL Golamagrostis x acutlflora 'Avalanche Avalanche Feather Reed Grass #1 6' X 2' W + 5 5 VB 2 END 13 GA Glethra alnifolia 'Caleb' Vanilla Spice Summersweet #5 6' X 5' W I + START 2 3 GL HP Cl EA Euonymus alotue, 'Gole's Gompact' Cole's Gompact Burning Bush #5 8' X 8' W I ��,i I PROPOSED BUILDING ^ ' o 3 HE 1 ` V w 3 HE Hemerocallis x 'Pink Playmate' Pink Playmate Daylily #I 3' X 3' W _ _ _ _ _ _ II HP Hydrangea paniculata 'SMHPFL' Fire Light Hardy Hydrangea #2 5' X 5' W I GB + � 2 I & I-I 10 MA Mahonio aquifolium 'Orange Flame' Orange Flame Oregon Grape #2 3' X 4' W -- -- -- -- -- - 12 PO Physocarpus opulifolius 'center 61oW Genter 61ow Ninebark #5 8' X 8' W j + + 3 I W w 10 PL Prunus Iaurocerosus 'Schipkoensis' 5chipka Cherry Laurel #5 10' X 10' W I ZS I f '„K I CALLOUT LEGEND 13 VB Viburnum x 'Burkwoodil' Burkwood Viburnum #5 10, X 7' W I + tCD __ __ __ __ __� I I ° + I O 40' VISION TRIANGLE a 1 1 + + y I I Q Lu PROPOSED 6'-0" TALL GL05ED VISION FENCE, SEE DETAIL TOPSOIL NOTES IRRIGATION NOTES: m + ++ I I 5/L1.5. 0 I. TOPSOIL REQUIREMENTS: A5TM D 5265, PH RANGE OF 5.5 TO 7, FOUR PERCENT I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER m ++ I I 3 EXISTING TREE TO BE REMOVED, SEE MITIGATION NOTES ON O o OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INGH OR LARGER IN ANY SYSTEM WHICH INSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR O -- -- -- -- -- - + +� - - C • I I O SHEET LI.S T Q G DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. REQUIRED WATER USES. EACH HYDROZONE IS TO BE IRRIGAED WITH SEPARATE I w + 3 i I 4 3:1 BERM 20' WIDE AND 3' HIGH z Q + J 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE INDIVIDUAL STATIONS. + O DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. I + + L1.5 TY I i 5 SAVE AND PROTECT EXISTING VINYL FENCE < < REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITER, AND 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT I + + " FREE OF ROOTS, STUMPS, OR6ANIG MATTER LARGER THAN 2 INGHES IN ANY LAWN AREAS AND 18" AT PLANER BEDS. I __ __ __ __ __ I I r n Q DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY _ _ + I I V, O LJ TOPSOIL SHALL BE 5GREENED TO ACHIEVE THIS REQUIREMENT. SYSTEM. ANNUALS, PERENNIALS GROUND GOVERS OR SHRUB MASSINC75 SHALL 1 2 ;�` 3. REPRESENTATIVE SAMPLES SHALL R TESTED FOR ARIDITY, FERTILITY AND GENERAL HAVE A POP-UP SPRAY SYSTEM. I CITY O F MERIDIAN OPEN SPACE > Ir Z TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF 5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. + 1�•`= I THE TESTING A6ENGY'5 FINDINGS AND REGOMMENDATION5 SHALL BE FURNISHED TO MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: Q - + - - - THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE a. PRECISE INDIVIDUAL STATION TIMING -- -- -- -- -- - 4 � I I REQUIREMENTS TTOP5AMEN01 PRIOR TO FINAED TO ACHIEVE L COMPLETION TO ENSURE H AND I REQUIREMENTS HAVE BEEN MET. b. ATNLEAST ONE TIME APRO6RAM OR EACH HYDROZONE BILITIES FOR EXTREMES IN PRECIPITATION RATES rJ O + I �•/ F NO TOPSOIL SHALL BE PLAGED WHILE IN A FROZEN OR MUDDY CONDITION. d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF Q CD 4. PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING + COMMON OPEN SPACE REQUIREMENTS PLAGE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO Requirements: AREA TREES REQ D TREES PROVIDED REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. RESPECTIVE HYDRO-ZONES. __ I I I TREE PER 8,000 17,563 S.F. 2 11 COI 5. GOMPAGTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DE516NED AND INSTALLED TO I a + - > _ I I SQUARE FEET, AND V, Q A. LAWN AREAS: G INGHES MINIMUM OR AS NEGE55ARY TO AGHIEVE EVEN GRADES PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. 1 C + + I SEED E SOD. w WITH SURROUNDING LAWN AREAS. 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD + I I SE OF SITE AREA REQ'D PROVIDED B. PLANTER BEDS: 18 INGHES MINIMUM GOVERA6E WITH TRIANGULAR SPAGIN6. Q I DEDICATED TO 175,634 S.F. 17,RE S.F. 10,462* 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY FINE 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVER5PRAY ONTO 4 + + I I QUALIFIED OPEN SPACE (IOgb) (46 / , J TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH IMPERVIOUS SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT _ v GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF AREAS). C I I *PHASE 3 ONLY INGLUDE5 10,462 S.F. OF OPEN SPACE HOWEVER THE ENTIRE _ PAVEMENTS AREAS FOR SOD AND I" FOR SEED. G. PROVIDE MINIMUM (1) QUIGK COUPLER VALVE PER EACH (6) AUTOMATIC VALVE + I I SUBDIVISION MEETS OPEN SPACE REQUIREMENTS WITH 15.38Y (242,632 S.F.) OF 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND ZONES. APPROVE Q.G.V. LOCATIONS WITH LANDSCAPE ARCHITECT. m + � + I QUALIFIED OPEN SPACE. REFER TO THE PRELIMINARY PLAT FOR Ir E SEDIMENT CONTROL PLAN. O CALCULATIONS. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOILSHALL ONLY BE Io r + + -- -- -- -- -- � I CITY F MERIDIAN D I A N FENCING N RAVEL OR ROCK MATERIALS HALL BE STOCKPILEDED IN P OR TEMPORARED IMPERVIOUS ILY PLACED AS. NO IN ROPO PROPOSED WEED ABATEMENT NOTES■ + C O M E F E C G Q LANDSCAPE AREAS TO PREVENT LANDSGAPE AREAS FROM BEING GONTAMINATED I - - + + I O WITH ROCK MATERIALS. GONTRAGTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT 11 1 4 C C TO LANDSGAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDROSEEDIN6. I I + + Q_ REQUIREMENTS r n OPERATIONS. 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH @ROUND-UPo (CONTACT I + + �+ HERBICIDE) OR APPROVED EQUAL. + 6 a1d I FENCING REQUIREMENTS TURFAREA PREPARATION NOTES. 3. DO THENOT HATER FOR AT LEAST SEVEN DAYS. REMOVE EXPOSED WEEDS FROM I I ITE. -- -- -- -- -- __ FENGING REQUIRED AT ALL ABUTTING PATHWAYS AND GOMMON OPEN SPACE 4. GONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FORA I + LOTS TO DISTINGUISH COMMON FROM PRIVATE AREAS. Z 1. LIMIT TURF SUB6RADE PREPARATION TO AREAS TO BE PLANTED. BLOGK I LOT 2 (NORTH) G4 L.F. 6'-0" CLOSED FENCE LU p PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, + BLOCK I LOT 3-5,7 (NORTH) 326 L.F. 6'-O" CLOSED FENCE 2. NEWLY GRADED 5UBORADE5: LOOSEN 5UBORADE TO A MINIMUM DEPTH OF 4 INGHES. DISGONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. + + 2 REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STIGKS, ROOTS, 5. APPLY SECOND APPLICATION OF @ROUND-UPA TO ALL EXPOSED WEEDS. APPLY - TT BLOGK I LOT 7-I6 (WEST) 506 L.F. 6'-0" GL05ED FENCE RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF IN 5TRIGT CONFORMANCE WITH MANUFAGTURER'S 5PEGIFIGATIONS AND + -- -- -- -- OWNER'S PROPERTY. 1 5 3. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADE. IN5TRUGTION5. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS + + y ` FROM THE SITE. as w w V 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNESS OF SOD. + I 10 . :a Q O x _y 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, c o o w O 5. UNCHANGED SUB6RADE5: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR I o LL w LL z GONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. + I + y W p d'O O- UNDISTURBED BY EXGAVATIN6, 6RADIN6, OR SURFAGE-SOIL STRIPPING OPERATIONS, \� 1v w m Q o 0 o d 7. AT THE TIME OF PLANTING AND HYDROSEEDING ALL PLANTING AREAS SHALL BE - - �� a W o w z Q PREPARE SURFACE SOIL AS FOLLOWS: WEED FREE. 5 + y W A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE -- -- -- -- -- - + �� = m a c�11 Ill w SOIL. Na�aZ°z5 B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INGHES. APPLY SOIL + + A -.Q 0 v w z C AMENDMENTS AND FERTILIZERS ACCORD I NG TO PLANTING SOIL MIX TREE MITIGATION NOTES■ + z w PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL SOIL TO O A HOM06ENEOUS MIXTURE OF FINE TEXTURE. 1. THE EXISTING TREES TO BE REMOVED THAT REQUIRE MITIGATION PER MERIDIAN + o REVISIONS 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. CITY ARBORI5T ELROY HUFF ARE AS FOLLOWS (AS NOTED ON PLAN): I 1 + A. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STIGKS, ROOTS, I - - No. Date Description TRASH, AND OTHER EXTRANEOUS MATTER. (2) 2 GAL. SPRUCE I + r , B. LEGALLY DISPOSE OF WASTE MATERIAL INGLUDIN6 GRASS VEGETATION AND - (2) 20" GAL. SPRUCE v TURF, OFF OWNER'S PROPERTY. - (1) 26" GAL. SPRUGE END 2 + 1 1 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE - (I) 28" GAL. SPRUGE ( WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INGH OF TOTAL CALIPER INGHES REQUIRED FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO FOR MITIGATION = 130 CALIPER INGHES PROJECT NO.: MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN I t I 18109 THE IMMEDIATE FUTURE. EXISTING TREES TO BE REMOVED ON SITE THAT DO NOT REQUIRE MITIGATION LANDSCAPE PLAN DRAWN BY: g CD 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY PER MERIDIAN CITY ARBORIST ELROY HUFF ARE AS FOLLOWS: AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. - (3) POPLARS 30 O 30 60 GO CV O G. BEFORE PLANTING, OBTAIN LANDSGAPE ARGHITEGT'5 AGGEPTANGE OF FINISH - (I) WILLOW 6RADIN6; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER N CHECKED BY: U FINISH GRADING. � 2. THE METHOD OF MITIGATION WILL BE TO PROVIDE 65 TREES AT 2" GALIPER 5GALE: I"= 30'-0" JB INGHES (TO EQUAL 150 GALIPER INGHES) WITHIN PARKWAY STRIPS ON LOCAL DATE: STREETS THAT DO NOT REQUIRE STREET TREES. THE TOTAL NUMBER OF TREES 4/7/2020 PROPOSED ON LOCAL STREETS THAT DO NOT REQUIRE STREET TREES IS 158. THIS RESULTS IN AN ADDITIONAL 110 TREES PROVIDED (ADDITIONAL 220 GALIPER INGHES O PROVIDED). O SHEET NUMBER T A L1.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LANDSCAPE NOTES: 3" DEPTH OF MULCH AT o000000����0000°oO ■ PLANTER BEDS C6, zY' of ID °Oo 8" o0 �� IT Z I. GONTRAGTOR SHALL REPORT TO LANDSCAPE ARGHITEGT ALL CONDITIONS WHIGH A = LENGTH, AS SPECIFIED o°° �g °\ IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING OR PER PLANT SCHEDULE IRS WORK. m o t- o 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S 9- P B = 05% OF 'A' o~ wo w PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND LA-16536 c g o CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS GAN NOT BE + ^ = of °oo\ 4/7/2020Oo°o w OBTAINED. - APPROVED TOPSOIL AND SOIL 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. FINISH GRADE, -III " l AMENDMENTS AS SPEGIFIED BOO°° o1V��❑�0�o 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR FINISH GRADE PER PLANS PER PLANS GUT EDGE 0 TO CONSTRUCTION START-UP. PLAN VIEW 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. o 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERIGAN NURSERYMAN STANDARDS EDGING, PER PLANS AND DETAILS PLANTER BED CUT EDGE W FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND w 1 q 6ROUNDGOVER PLANTING PER PLANTING4M HEALTHY CONDITION. PLAN (TYPICAL AT TREES IN TURF AREAS) NOT To SOALE a) 0 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE 1, o E. a ° [� .4 c ul a SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. MULCH, PER PLANS, 3" DEPTH OVER o co o 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF LAR6E (2" ENTIRE BED. DO NOT COVER GROWNS OF �L E ; � F o w MINUS) BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. - PLANTS 2 a E w i� m G m E a) � Eco C9a w G. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING CDo 0 0 r, 0 AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND //////'/ //////// / // / // SPLIT ALL ROOT BOUND ROOTS WITH 3 im °� 0 C `0 0 - VA VA VA VA VA VA VA VA VA VA VA VA r- ° o .E.- d ao N o U 0 DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND c i /A/A/A/A/A/A/A/A/A/A \/ 96" ON CENTER w 0 _ rCL -5 o Z = 5PEGIE5 AT NO COST TO THE OWNER. = jVAA//VA//VA//VA//VA//VA//VA//VA//VA//VAVA/VA EQUAL SPACED VERTICAL GUTS. EXTRUDED POST GAP g1" MAXIMUM SPAN v w` c�� M 3 CU� r c`c) I o 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFAGES AND III (STANDARD OPTION) aCO CD TILL SOIL TO A DEPTH OF 12 , BAGKFILL N w ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE SITE GRADING PLAN. _III WITH APPROVED TOPSOIL AND SOIL 1-1/2" x 5-1/2" BOTTOM RAIL - - ° • • w 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF - -III-III-III-III= -III AMENDMENTS AS SPEGIFIED. APPROVED GOMP05T PER 1000 SQUARE FEET. ROTO-TILL OR6ANIG MATTER A III l l - III WITH 1.5"X L25" LN N L MINIMUM OF 6 INCHES INTO TOPSOIL. DEWITT PRO 5 WEED BARRIER FABRIC GALVANIZED METAL INSERT HOLD TOP AND BOTTOM 0 12. FERTILIZE ALL TREES AND SHRUBS WITH 'AORIFORM' PLANTING TABLETS. QUANTITY PER SECTION OR APPROVED EQUAL 7/8" U-GHANNEL RAILS IN PLACE WITH MANUFACTURERS RECOMMENDATIONS. LOCK RING. , 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SUB6RADE SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE NOTES. REMOVE TOUN6E ON ONE 2> TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFAGES OF SIDE OF PANEL TO SIT 01 4" 5" CONCRETE MOWSTRIP I. ALL GROUNOGOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR FLUSH AGAINST POST o PLANTER BED AREAS, 1-1/2 BELOW ADJACENT SURFACES OF TURF SOD AREAS, AND I PATTERN. CONCRETE FOOTING BELOW ADJACENT SURFACES OF TURF SEED AREAS. 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL N 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED 6ROUNDGOVER BEDS. SCORE JOINT AT EACH ° TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF C° POST TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, PERENNIAL & G RO U N D C OV E R FENCE POST, SET POST o K FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED �I PRIOR TO INSTALLATION Z SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. I NOT TO SOALE 7/8" x 6" TOUN&E AND OF MOW5TRIP ' IF ON51TE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, CONTRACTOR IS PLANTING GROOVE PICKET w RESPONSIBLE TO EITHER: KEEP GROUND LINE SAME AS NURSERY LINE PLAN VIEW w A) PROVIDE APPROVED IMPORTED TOPSOIL, OR 1-1/2" x 5-1/2" BOTTOM RAIL 'I B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE REMOVE ANY PLASTIC, BURLAP, NAILS, OR 10 WITH I.5"X 1.25" N SIN 5" SQUARE VINYL FENCE ARCHITECT. OTHER MATERIALS FROM THE ROOTBALL GALVANIZED METAL INSERT `n POST WITH GALVANIZED 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, WHIGH MAY LIMIT ROOT GROWTH - METAL INSERT (TYPICAL) FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, a w BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS STONES LARGER THAN CONSTRUCT 2" EARTH BERM TO FORMA =III= Copyright CO 2020 z 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO SET FINISH GRADE AS 0 WATER RETENTION BASIN, FILL BERM WITH 12" WIDE GONGRETE All rights reserved. Reproduction or use m any form o MULCH, AS SPECIFIED Ia SPECIFIED or by any means without written permission of 2 PLANT GROWTH. MOW5TRIP -III Breckon Land Design,Inc.is unlawful and subject to 0 A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL N =III= = CONCRETE FOOTING AS criminal prosecution. -III=III 1 GHARAGTERI5TIG5 TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY MULCH, PER PLANS, 3 DEPTH OVER ENTIRE I I \III= SPEGIFIED W FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF BED. DO NOT COVER GROWNS OF PLANTS =III a NOT LESS THAN 4 INCHES. - NOTES. =III= 6" AGGREGATE BASE _ =III= _ 10B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, PROVIDE DEWITT PRO 5 WEED BARRIER 1. REFER TO LAYOUT PLAN FOR MOW STRIP_ > -III-III - FABRIC, OR APPROVED EQUAL 1 AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT A6ENGY -III-III LOCATIONS. -III=11 COMPACTED SUB-GRADE Y AND COPIES OF THE TESTING AGENGY'S FINDIN65 AND REGOMMENDATION5 SHALL BE -III - PROVIDE COMMERCIAL FERTILIZER TABLETS 2. SCORE JOINTS o 10' O.G. OR AT EACH POST. -III FURNISHED TO THE OWNERS REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL _ _ _ \ 3. INSTALLATION TO BE GOMPLETED IN 0 SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. AGIDITY/ALKALINITY = - _ = AND BIOSTIMULANT, AS SPEGIFIED, FOR EACH ACCORDANCE WITH MANUFACTURER'S 32 5» 32 RANGE - PH. 5.5 TO -1.6. - SHRUB SPECIFICATIONS. I6. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM - I I 4. MATCH VINYL FENCE TO EXISTING VINYL 0 LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. WIDTH OF BAGKFILL WITH APPROVED TOPSOIL AND FENCE ON BERM OF ADJACENT PROPERTIES N o 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM 6" ROOTBALL 6" SOIL AMENDMENTS, AS SPEGIFIED. BAGKFILL 0 H DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED WITHIN 5'-O" IN 6" LIFTS, WATER EACH LAYER, DO NOT VINYL FENCE PANEL W z OF AN A.G.H.D. SIDEWALK. TAMP OR OVER COMPACT. 15. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM SCALE: 1/2"- I'-O" w 5 ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE NOTE. CONSTRUCT 6 MOUND OF TOPSOIL - C F LANDSCAPE IRRIGATION SYSTEM. I. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. ° IL1. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL 6ROUN06OVER BEDS. z SHRUB PLANTING J 2 NOT TO SCALE W O Q10 L w G WHEN PRESENT: BUD CL zo = � POINT (A MINOR O < Q W CROOK IN THE TRUNK ROOT FLARE/COLLAR (SWELLING AT JUST ABOVE THE SOIL LINE WHERE STEM TISSUE Q SOIL LINE) TO BE TRANSITIONS INTO ROOT TISSUE) TO �^ O Q APPROXIMATELY I Y2" BE AT SOIL LINE. o _ ABOVE THE SOIL ROOT PROBE PREVAILING WIND D I REGTI ON Ir LINE W SOIL LINE N REMOVE DEAD/DAMAGED BRANGHES Q IFAND PRUNE TO INTERNATIONAL r a ti1� \ , ' SOCIETY OF ARBORIGULTURE ��� � STANDARDS; IMPROPERLY PRUNED l_ $ .r \ V 5 TREES (AS DETERMINED BY THE w�� � CD Q � LANDSCAPE ARCHITECT) SHALL BE �� � �a�� I I .,, ,� HIGHEST ROOT SHALL - REMOVED AND REPLACED. DO NOT �� �I �'� �'"° w BE 2" MAXIMUM REMOVE MAIN LEADERII r, BELOW SOIL LINE. R� UTILIZE SOIL/ROOT RUBBER GINGH TIE /° ` PROBE AROUND ( , TRUNK (APPROX 1"-2" 2"x 2" WOOD STAKE (LENGTH AS V v z�: AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE E TO LOCATE HIGHEST _ ROOTBALL. SEE NOTE I. SET STAKES ROOTS. CO PARALLEL TO PREVAILING WIND. 6-0" TALL FENCE 0 REMOVE TREE WRAP TRUNK PROVIDE SMOOTH Q PROTECTION, AFTER INSTALLATION TRANSITIONS TO PLANTER BED GUT EDGE. J EXISTING GRADES v wp CONSTRUCT 2" EARTH BERM AT EDGE / PROVIDE SMOOTH 3' TALL N TRANSITIONS TO NEW AND OF FOOTBALL, FILL TREE RING W/ ^ MULCH, AS SPECIFIED. LANDSCAPE BERM d EXISTING 6RADE5 V J O 3" THICK MULCH LAYER, KEEP MULCH - 3:1 MAX TURF GLASS PER PLANS T=ITI=ITI=ITI=ITI=ITI=ITI=ITI IT=ITI=ITI=ITI=ITI=ITI=ITI=ITI= SLOPE z ~ 3" AWAY FROM TRUNK. 3:1 MAX -li t=l MEMO-1 i t-1 T I-li t=l I=li t=l T I=li t=l i I=li t=l i I=li t=l i I=l i l- REMOVE BURLAP, l FRI Il i t=li t = li t=l T l-li t=l T l l =l T l=li t=l T l=li t=l T l=li t=li t=li t=li t=l _ O SLOPE III=111-ITI-III-ITI-1 W D TWINE, AND WIRE o FINISH GRADE i� ll=lTl1lTlllillTllillTllillTllillTllil-til-lillilLl lTllilL11 lil -lilTl-= BASKET FROM TOP w _l l l l _lil 2/3 OF ROOTBALL, N�` \\/\/\\\/\/j\\/\ \ /\\\ //\/////// // / / GOMMERGIAL SLOW RELEASE TITIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIII lIllli III-- ! Tllilllllll Tll lTl c� REMOVE ALL NAILS, Q w //%//%//% %/\\ \/ S \\ \\ \\/\//\/ FERTILIZER TABLETS = _ _ _ _ _ = Tl-lilt llillilllillTllll llillil ll- -lil Illll illllliillTlll=lTl--- - --------- -_ TIES, AND PLASTIC - \ \_\/ /V /A/�\ SIDES OF HOLE ROUGH UNEVEN -lil 1 -111=111 1 -lll w li-N=�- - -� VA VA VA VA \ \ VA VA _-_ ��l�t�-lll Ill.-2,�11 111 �2 Ill 111 ��lll� FROM FOOTBALL. IF y SYNTHETIC BURLAP IS \ // i _ o' o' a a o z U UTILIZED TO WRAPBUFFER AREA WITH 20' WIDE BERM y BAGKFILL WITH APPROVED TOPSOIL � �a ui�,�°z� THE FOOTBALL, IT I,III - AND SOIL AMENDMENTS AS 2 W����J O SHALL BE Scale: NTS �� w 00 a Z o- SPEGIFIED. BAGKFILL IN 6 LIFTS 6 z w� Z oe� Q GOMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP SECTION 1 D Z"4 m w w L16HTLY AS REQUIRED, BAGKFILL ��� - a E a 4 w w REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL °0 a c a c m No aZZL Z BIODEGRADABLE SOIL EVEN W/ TOP OF FOOTBALL, a o x w 5' MIN. DIA. DO NOT OVER GOMPAGTII <z o 1 2 C BURLAP SHALL BE TREE RING �-� LEFT ON THE BOTTOM O OF THE FOOTBALL. SET FOOTBALL ON NATIVE, NOTES. UNDISTURBED SOIL REvisloNs No. Date Description I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'5 OPTION; HOWEVER, THE GONTRAGTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF GLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. PROJECT NO.: 5. LANDSGAPE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION 18109 B OF PLANT MATERIAL. DRAWN BY: Z 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE E16HT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT CV O SLIPPAGE. CHECKED BY: 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE JB ARCHITECT IMMEDIATELY. DATE: 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8-O IN WIDTH, PROVIDE TREE ROOT BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF GURB AND 4/7/2020 EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL A6ENGY APPROVAL O REQUIREMENTS, GONTRAGTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. O SHEET NUMBER T A DECIDUOUS TREE PLANTING L1.5 3 NO- TO SOALE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PLAT SHOWING CP&F 1.2017-120266 BASIS OF BEARING CP&F WA RRICK SUBDI VISION NO. 2 S89.43,43»E 2656.26, f112102945 1/4 S.29 E. AMITY RD. ___ S.29 �5.28 LOCATED IN THE NW 1 /4 OF THE NE 1 /4 OF SECTION 32, T.3N., RA E., TS.32 --- --- --- -- 340.67' --- --- w: 2315.59' -s.32 s.33 ADA COUNTY IDAHO ^:o B.M., , ----SO'18 39»W 48.00 �;0 2020 i 0 Z. to Till ' S89'43'43"E 340_70' NO'56'26"W O 326.20' REAL POINT OF25.01' � W BEGINNING 6 S89'43'43"E 325.67' 25.00 �1 3 CURVE TABLE ______ __ i+� a CURVE RADIUS LENGTH CHORD DIST. CHORD BRQ DELTA------- 145.67----------� 60.00 60.00 60.00 1 Ic-4 Wr---------, r---------, r----------i I i�26.04' 1 - 1 1 I I I 1 I r• (/jC1 50.00 78.51 70.69 S45'1T28"W 89'ST39"O7 i to OR p C2 31.00 48.67 43.83 S4517'28"W 89 57'39" 1 c'Vci i `� to i i BLDCII' I i i ij� I I I 1 ff C3 31.00 33.04 31.50 S59'44'26"W 61'03'41" IN 3 -I 1L--------N89'41'22"W 144.47'---J � 0 � o 2 C4 31.00 15.64 15.47 S1445'37"W 28'53'57" J ---;-----119.47-------- 25.00' 3 5 4 3 013 0 " 1 7.96 I - O o O r- N O CP&F C5 69.00 108.34 97.55 S45'17 28 W 89'57'39" (� 1 t o N i 0 � yl BLOCK 1 1/4, #;2014-080003 l a' t° 1 1 N I '-�i0 C6 69.00 40.51 39.93 S7327'09"W 33*38'15" 1 O to �� i 9 iuoiOO � i i i i i p S.32 • S.33 1 1 I 0 ' N64-59-52"W 1 1 1 1 1(n C7 69.00 38.09 37.61 S40'49 05 W 31'37 54 1 ------N89'41'22"W ----J 3 i 12.010.85' i i i i 1 C8 69.00 29.74 29.51 S12-39-23"W 24'41'30" W r 10.26' ---116.10'-------� -c_-�_- __ 18 ; I ; c6 60.00' 60.00' o r N89'43'43"W 130.85' , SO'01'29"W' 19.00 , LINE TABLE 1 M 10 i o j V , �_ _ S8_9'43'43"E 130.93' - 38.00 LINE LENGTH BEARING 25 100 �_ - �' E. MADRIGAL ST. E. MADRIGAL ST. --N8941 22 W-----� 19.00 L1 37.70 N1'48'O9"W 0 5 50 150 '.1 in r--------116.47'--------- G S89'43'43"E 79.91' 1 i N64'59'52"W . q, / ci G� _ 18 16.00' -- L2 5242 N3'55'50"w SCALE: » = rJO' i(]Icc - 1 12.64' U �O. - . - - . w 000' 1 11 �� U��--S89 43 43 E 107.03 -i 89 43 43 W L3 4268 N2'44'06"W nl o L i 15.89' 1 i i of 51.10 cL-------N89'41'22"W----- 1 iv i 17 i of LEGEND. I r----------123 z .03--------� i O i U11 » wl iv 1 11 M_ y-----S89'43'43"E-----� O FOUND 5/8 IRON PIN, PLS 7729 MI Q 0 i O 1 0 1 ------ 0 FOUND ALUMINUM CAP MONUMENT 12 I 110.91 -------- col uO 1 .1 0 W ,I 1 1 WARRICK SUBDIVISION NO. 1 pl 1 11 > I o i 1 -01 NOTES • SET 1/2 IRON PIN WITH CAP PLS 7729 ZI < L--------N89'41'22"W---- Q 1 16 00' i i o BLOCK 3 1. EXCEPT FOR COMMON LOTS A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY 1 LU i� r---------124.42'-------7 Q 1 'n DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT SET 5/8" IRON PIN WITH CAP PLS 7729 J Cl 1 I 1 1 LINES COMMON TO A PUBLIC RIGHT-OF-WAY. A TEN 10 FOOT WIDE PERMANENT LOT cn ,ri 1 B�� � 1 , O y-----S89'43'43"E-----� i. O1 { ) � CALCULATED POINT a c� I I o -� O DRAINAGE AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL REAR -- - w I l 0 O 1 ------110.93-------� O - m I 13 1 0 U 1 LOT ONES, UNLESS OTHERWISE SHOWN. A FIVE {5) FOOT WIDE PERMANENT PUBLIC UTILITIES -- ---- SUBDIVISION BOUNDARY LINE i z 24.78' 11 'n -oil BW ff 8 I _ c>D AND LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR LOT (h to LINES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT 0 I , " I 01 t o M --------N89'41 22 W---- 1 I 10 LOT LINE N r--------- 124.85'-------7 0 15 i 01 3 2. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, --- SECTION LINE o 1 1 1 1 d' SECTION 22-4503 WHICH STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO 1 o i + o y----- S89'43 43 E ----� N IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN Icc o i 14 1 0 00 1 0 ------110.95'------� r OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN RIGHT-OF-WAY LINE v 1 I i to 0 _ i 1 N OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT _ _ - - CENTERLINE o I 1 M M N -0 1' I o THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL 1 _ L--------N89'41'22"W---- Oil I I 1 3 31 w 14 NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION EASEMENT UNE r--__-____-124.31'__--___., M 00 M i i �1 OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." ----------------- _ 1 17.91' .i o 0 -00 '0 y-- --S89'43'43"E ----� 1 3. IRRIGATION WATER WILL BE PROVIDED TO THIS SUBIDIVISION IN COMPLIANCE WITH IDAHO CODE , - - - - - IDAHO POWER COMPANY EASEMENT LINE 0 01 0 __ -__110.96------- SECTION 31-3805 (1)(b). THIS SUBDIVISION IS SITUATED WITHIN THE NEW YORK IRRIGATION _ -.,.- _... CITY OF MERIDIAN PEDESTRIAN N N z i� T 10 0' DISTRICT. IRRIGATION WATER WILL BE DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT PATHWAY EASEMENT-SEE NOTE 11 b i of OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION ASSESSMENTS TO SAID DISTRICT. L ---- -N89'41'22"W----- I 0 1 � 13 0 1 l _ . - . - . _ . - . _ . _ ACHD PERMANENT EASEMENT LINE 0 1 I O ui 10 U) 4. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN INST NO. 2019-063749 1 r---------122.41 ------- L o 1 10.0 1 EFFECT AT THE TIME OF THE RE-SUBDIVISION. C� (O18 I 10.54 i b ` 9------S89'43'43"E-- 1--i r� -+- � �-+- � � ACHD PERMANENT EASEMENT LINE I I 0 1 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND L + +_+ + +_+� INST NO. 2019-059675 z co i 16 i 0 , -110.98 SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR q 1 q 46 I +I _ 1�- 12.5 1 . AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. ACHD MASTER STORM DRAIN - ______ " 1 01 1 1 0 EASEMENT-SEE NOTE 8 I1 w N89'41 22 W----- 1 0 : 12 i 01 6. LOTS 6, 8 AND 18, BLOCK 1; LOT 18, BLOCK 3 ARE COMMON LOTS WHICH SHALL BE OWNED r---------121.33'-------� I 'n l 1 �i AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. L_/71� IDAHO POWER COMPANY-PRESSURE v, 1 (I o I ___ 1 v 1 2 IRRIGATION EASEMENT LINE J 7. DIRECT ACCESS TO E. AMITY RD. IS PROHIBITED. 1 00 o f i 0 24.48 --_-_-----_--_----- O7 LOT N0. 1 c ' 17 i I 0 I N89'43'43"W 111.00' tO ' 24.48' BLOCK 3 8. LOT 8, BLOCK 1 SHALL CONTAINS AN ACCESS EASEMENT AND IS SERVIENT TO LOTS 7, 9 20.33' 11 AND 10, BLOCK 1. _ ---120.67p------- 11 N89'41'22"W 141.00" I, S51*13'05"W 9. LOT 18, BLOCK 1 SHALL BE SUBJECT TO A OPERATION AND MAINTENANCE EASEMENT FOR Q 48.96' BEASLEY LATERAL IN FAVOR OF THE NEW YORK IRRIGATION DISTRICT. POLL O BLOCK 5 O I� 10. ACHD TEMPORARY LICENSE AGREEMENT INST. NO. d- 5 � G AIM � o 1c� 7 729 En �- 'PF FOF � ' C-N 1/16 c°RY G.c P� - - -- PLS 11118 IDAHO 9955 W. EMERALD ST. JOB N0. 20-125 SURVEY BOISE, IDAHO 83704 (208)846-8570 P:\Warrick Sub No 3 20-125\dw \Plat\Warrick Sub No 3 PLAT.dwg 4/4 2020 11:00:35 AM SHEET 1 OF 3 GROUP, LLC WA RRICK SUBDI VISION NO. 2 CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR Know all men by these presents, that Calistoga Partners, LLC, an Idaho limited liability coampany, is the owner of the real I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as property hereafter described: described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and A parcel of land located in the NW 1/4 of the NE 1/4 of Section 32, T.3N., R.1 E., B.M., Ada County, Idaho more accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys. particularly described as follows: Commencing at the N 1/4 corner of said Section 32 from which the NE corner of said Section 32 bears South 89043'43" �GEN East, 2656.26 feet; o thence along the North-South centerline of said Section 2 South 00018'39" West, 48.00 feet to a point on the South 7729 right-of-way line of E. Amity Rd., point also being the REAL POINT OF BEGINNING; Gregory G. Carter �,��J��v7,b �o P.L.S. No. 7729 G� 9TF K \pQ' �- thence along said South right-of-way line South 89043'43" East, 340.70 feet to the NW corner of Lot 1, Block 1 of Warrick �PFcORy cP�,��i. Subdivision No. 1 as filed in Book_of Plats at Pages through , records of Ada County, Idaho, thence along the exterior boundary line of said Warrick Subdivision No. 1 for the following 7 courses and distances: thence South 00016'17" West, 146.00 feet; thence South 00001'29" West, 38.00 feet; thence North 89043'43" West, 5 1.10 feet; ACKNOWLEDGMENT thence South 00°17 24 West, 316.00 feet; State of Idaho ) thence North 89043'43" West, 111.00 feet; ) s.s. County of Ada ) thence South 5101305" West, 48.96 feet; On this day of 20 , before me, the undersigned, a Notary Public in and for said State, personally thence North 89°41'22" West, 141.00 feet to a point on the North-South centerline of said Section 2, said point also being appeared Joseph Atalla, known or identified to me to be the manager of Calistoga Partners, LLC., the Idaho limited liability company on the East boundary line of Whitebark Subdivision No. 2 as filed in Book 112 of Plats at Pages 16,434 through 16,436, records that executed the instrument or the person who executed the instrument on behalf of said limited liability company and acknowledged of Ada County, Idaho; to me that said limited liability company executed the same. thence along said East boundary line and said North-South centerline North 00'18'39" East, 530.75 feet to the REAL POINT OF BEGINNING. Containing 3.66 acres, more or less. In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, My commission expires Notary Public for Idaho the public streets as shown on this plat. The easements indicated on said plat are not dedicated to the public. However, the Residing in Idaho right to use said easements is perpetually reserved for public utilities and for such other uses as designated hereon, no permanent structure other than for such utility purposes are to be erected within the limits of said easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and City of Meridian has agreed in writing to serve all the lots in this subdivision. Calistoga Partners, LLC., an Idaho limited liability company Joseph Atalla, Manager IDAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 20-125 (208)846-8570 P:\Warrick Sub No 3 20-125\dw \Plat\Warrick Sub No 3 PLAT.dwg 4 4 2020 11:05:02 AM SHEET 2 OF 3 GROUP, LLC WARRICK NO. 2 SUBDIVISION HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have Qualified Licensed Professional Engineer (QLPE) representing City of Meridian Public Works, and the QLPE approval checked this plat and that it complies with the State of Idaho Code relating to plats and surveys. of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a Certificate of Disapproval, and no construction of any building or County Surveyor shelter requiring drinking water or sewer/septic facilities shall be allowed. District Health Department, REHS Date CERTIFICATE OF COUNTY TREASURER I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county property taxes for the property included in this subdivision have been paid in full. This certification is valid for the next thirty (30) days only. APPROVAL OF ADA COUNTY HIGHWAY DISTRICT The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of 20 Date County Treasurer President ACHD COUNTY RECORDER'S CERTIFICATE State of Idaho ) APPROVAL OF CITY ENGINEER County of Ada ) s.s. I hereby certify that this instrument was filed for record at the request of at I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. Minutes past O'clock M. on this day of 20 , in Book of plats at Pages Instrument No. City Engineer Date Deputy Ex-Officio Recorder Fee: APPROVAL OF CITY COUNCIL I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council held on the day of 20 this plat was duly accepted and approved. City Clerk, Meridian, Idaho \GENSF� G� O �l 772 9 G,p� TF 0 F \pQ c°RY G.c P� IDAHO 9955 W. EMERALD ST. JOB NO. 20-125 SURVEY (08)846-85 0 83704 P:\Warrick Sub No 3 20-125\dw \Piat\Warrick Sub No 3 PLAT.dwg 4 4 2020 11:04:45 AM SHEET 3 O 3 GROUP, LLC 6 CD 40' 7 5' o Q NrA In rr, In Q 20' 35' g 8 w a_ Q c> W � m z o Ln 5iLn o3: v w 18 go och� I 30' `ll�j o 10 20' E. MADRIGAL ST. BLOCK I w 11 Q W 0 0 12 � ENGINEERING P . C . Civil Engineering * Project Management DATE: April 9, 2020 TO: City of Meridian 33 E. Broadway Ave Meridian, ID 83642 RE: Warrick Subdivision *2 To whom it may concern: Based on a geotechnical report and experience with various projects in this immediate area, groundwater is at least 5 feet below existing ground elevation. All streets have been designed so that the centerline of the street is at least 3 feet above seasonal groundwater. Respectfully submitted, 9412 C�'r OF 10p�o yq� S. KINK��P Chad S. Kinkela, P.E. CK Engineering, P.C. CK Engineering 130o E.State St Suite 102 Eagle,ID 83616 208.869.oSgo mobile chad@ck-engineers.com