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Application Materials E IDA ILHO Development Application Transmittal Link to Project Application: Movado No. 7 FP H-2020-0001 Hearing Date: 2-25-2020 Assigned Planner: Cameron Scott 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 cityclerkAmeridiancity.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: 208.888.4433JEmail: cityclerkgmeridiancit�org C:�(fE II� �-- 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. Hearing Date: February 25, 2020 File No.: H-2020-0001 Project Name: Movado No. 7 Request: Final plat consisting of 62 building lots and 9 common lots on 10.67 acres of land in the R-15 zoning district,by Movado Development,LLC. Location: The site is located approximately 1/4 mile south of E. Overland Rd. on the west side of S. Cloverdale Rd., in the E %2 of Section 21,Township 3N.,Range 1E. r Community Development Department E IDIAN i D A H C Application Intake Checklist d Project Name : Mcoadn ,%U Planner Name : ,n Hearing Application Application Type (s) : AZ RZ PP �� FPS CUP MFP^ SHP PUD CR VAR VAC ZOA^ CPAT^ CPAM^ ALT^ PS ^ MISC MCU MDA TEC Preliminary Plat and Final Plat (total # of lots) : 71 Fee ( s) : > 1 79 Email Receipt to Applicant Apply fee to previous application (Accela Record Id #) Transmit Hearing Application to Administrative Assistant 300 ' Property Owner ' s List Completed ( 1000 ' for Heavy Industries and Wireless Communication Facilities) ^ Does not require a property owner ' s list unless submitted concurrently with another development application that does . Administrative Application 16C pp � Application Type We CZC CZC w/ prior CZCU DES ALT TED MCU PS LPM PBA j xL approval (Minor) r � U� VAC AUP * HOSC HOSC * P - Sign UZEP ZV DD LD Surety ' (Daycare) ( 7 or more) l Fee ( s) : Apply fee to previous application (Accela Record Id #) * Transmit AUP/HOSC Application [Daycare & HOSC ( 7 or more)] to Administrative Assistant 100 ' Property Owner ' s List Completed Email Receipt to Applicant (Rev : 10/ 16/ 19 ) ECEIVE JAN 0 8 2020 ENLIDIAWOO N - Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONMY : Project name : OU & IO SUJ9 J i o File number( s ) . Assigned Planner : SIC Y��_A11614 Related files . Type of Review Requested (check all that apply) ❑ Accessory Use (check only 1 ) ❑ Final Plat Modification ❑ Daycare ❑ Landscape Plan Modification ❑ Home Occupation ❑ Preliminary Plat ❑ Home Occupation/Instruction for 7 or more ❑ Private Street ❑ Administrative Design Review ❑ Property Boundary Adjustment ❑ Alternative Compliance ❑ Rezone ❑ Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension (check only 1 ) ❑ City Council Review ❑ Director ❑ Comprehensive Plan Map Amendment ❑ Commission ❑ Comprehensive Plan Text Amendment ❑ UDC Text Amendment ❑ Conditional Use Permit ❑ Vacation (check only 1 ) ❑ Conditional Use Modification ( check only 1 ) ❑ Director ❑ Director ❑ Commission ❑ Commission ❑ Variance ❑ Development Agreement Modification ❑ Other [2 Final Plat Applicant Information Applicant name : Movado Development LLC Phone : 20 &336 - 5355 Applicant address : 4824 W . Fairview Ave Email : Laren a, congergroup . com City : Boise State : ID Zip : 83706 Applicant ' s interest in property : IX Own ❑ Rent ❑ Optioned ❑ Other Owner name : Same as Above Phone . Owner address : Email : City : State . Zip : Agent/Contact name (e . g . , architect, engineer, developer, representative) : Firm name : Laren Bailey Phone : 208 - 8994155 Agent address : 4824 W . Fairview Ave Email : Laren(cr� congergroup . com City : Boise State : ID Zip : 83706 Primary contact is : ❑ Applicant ❑ Owner C-N Agent/Contact Subject Property Information MENNEN Location/street address : 4225 E Overland Road Township , range , section : 3N IE Sec 21 Assessor ' s parcel number( s ) 0 - 1-1�3=126 Total acreage : 10 . 67 Zoning district : R 15 51 I ;, 11a 1151 uvl6k S1 to 11 lCbSo 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 Re>>: (2121201821712018) Project/subdivision name : Movado Estates project/request : Final Plat Application 10 . 67 ac and 62 residential lots General description of proposed pro Proposed zoning district( s) : R45 Acres of each zone proposed : 10 . 67 Type of use proposed (check all that apply) : IlResidential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? NNUD/HOA Which irrigation district does this property lie within? NMID Primary irrigation source : Ridenbaugh Canal Secondary : City of Meridian Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water) : 3 . 19 Ac , Residential Project Summary (if applicable) Number of residential units : 62 Number of building lots : 62 Number of common lots : 8 Number of other lots . . CON1M0n Al"ANsesuo Proposed number of dwelling units (for multi -family developments only) : 1 bedroom : 2-3 bedrooms : 4 or more bedrooms . Minimum square footage of structure (excl . garage) : Maximum building height : Minimum property size ( s . f) : Average property size (s . £ ) . Gross density (Per UDC 1I - 1A. 1 ) : 5 . 62 Net density (Per UDC 11 - IA- 1 ) : 10 . 48 Acreage of qualified open space : _ 3 . 18 Ago Percentage of qualified open space : 29 . Type and calculations of qualified open space provided in acres (Per UDC 11 -3G-3B ) : 3 . 18 Ac . Amenities provided with this development (if applicable) : Play Structures , refer to Narrative Type of dwelling(s ) proposed : ffSingle-family Detached LNSingle- 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 : Movad evelo ment LLC - Laren Bailey Applicant signature : Date : 1 . 7 . 2020 Community Development ■ Planning Division ■ 33 E . Broadway Avenue, Ste . 102 Meridian, Idaho 83642 Phone : 208 - 884 - 5533 Fax : 208 - 888 -6854 www. meridiancity . org/ lap nning -2 - Rer: (2/7/2018) ECEIVE BAN 0 . 8 2020 Planning Division E IDIAN %- BYE_ F age AL PLAT ■ Application Checklist Project name : UeFile # : Applicant/agent : All applications are required to contain one copy of the following : Applicant Staff (� Description M 165 Completed and signed Development Review Application Narrative fully describing the proposed project J Legal description of the subject property (Lot, Block, and Subdivision name if located in a recorded subdivision OR a metes and bounds legal description of the property if not in a subdivision) Recorded warranty deed for the subject property Affidavit of Legal Interest signed and notarized by the property owner (if owner is a corporation, submit a co of the Articles of Incorporation or other evidence to show that the person signing is an authorized agent) Scaled vicinity map showing the location of the subject property (If this is a phased development, show this phase in relation to previously approvedphases) Written confirmation of parcel verification from Community Development . Please email the project name , parcels number( s) , and a vicinity map to com ni unitydevelopinen n eridian city, or to obtain confirmation Fee (Please call the Planning Division to calculate correct fee. Applications with incorrect fees will not be accepted) Note : Only one copy of the above items need be submitted when submitting multiple applications Additional Requirements for Final Plat Applications : Applicant Staff (�) Description (�) 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) Copy of the approved preliminary plat 8 r/2" x 11 " Copy of the "final" Ada County Street Name Evaluation Letter Detail of any proposed amenities tot lot play equipment, etc . Storm drainage calculations must be submitted for private drives and parking areas within subdivisions , engineer is required to submit a signed, stamped statement certifying that all Applicant ' s 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 private street to the Planning Division (if applicable) . Community Development ■ Planning Division ■ 33 E . Broadway Avenue, Ste . 102 Meridian , Idaho 83642 Phone : 208 - 884- 5533 Fax : 208 - 888 - 6854 www. meridianciiy. org/planning (0211212019) • Site Triangles as defined in 11 - 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 , 11 , or 111) . • Planting and installation details as necessary to ensure conformance with all / required standards • Location and drawing/detail of all proposed fencing • 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 qualifled open space (include detail of calculations) ➢ Number of trees provided on common lot( s) ➢ Mitigation for removal of existing trees Reduction of the landscape plan ( 8 V2" x 11 " Electronic Submittal ( Separate disks required) Submit an electronic version of the construction drawings in PDF format and an AutoCAD file in compliance with the Specifications for Project Drawings located at : http : //www . men' diancity . org/public_works/autocad_standards/index . asp , 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 . Electronic version of the approved preliminary plat, final plat, and landscape plan in PDF format on a disk with the files named with project name and plan type (i . e . approved preliminary plat, final plat, landscape plan, amenities, etc . ) . We encourage you to submit at least one color version for presentation purposes If the nitniber 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 Conunission (UDC I1 - 0 3C2b) . APPLICATION WILL NOT BE ACCEPTED UNLESS ALL APPLICABLE ITEMS ON THE CHECKLIST ARE SUBMITTED. Community Development ■ Planning Division ■ 33 E . Broadway Avenue, Ste . 102 Meridian , Idaho 83642 Phone : 208 - 884 - 5533 Fax : 208 - 888 -6854 www. meridianci1y. org/plannin (0211212019) DEVCOU REAL ESTATE DEVELOPMENT January 7 , 2020 Planning Division City of Meridian 33 E . Broadway Ave . , Suite 102 Meridian , Idaho 83642 RE : Movado Estates Phase # 7 Final Plat Application Dear Planner : Attached for your review and favorable consideration is the Final Plat application for the Movado Estate Phase # 7 . This phase of construction consists of 62 residential , 8 common lots and 1 private road lot on approximately 10 . 67 acres or land in the 1345 district . Landscaped Common lots in the is phase equal 3 . 18 ac . equaling 29 . 8 % . Statement of Conformance : This final plat is in conformance with : ( 1 ) The uses and layout as shown on the approved preliminary plat ; ( 2 ) The use requirements and provisions of the UDC ; and ( 3 ) Acceptable engineering and surveying practices and local standards . Annexation Application : Approved Applications . AZ, PP — H - 2016 - 0112 DevCo LLC respectfully requests approval of this final plat . This project will provide quality and desirable housing opportunities for Meridian residents . Thank you for your assistance with this matter, should you have any questions or require additional information please contact me at 208 , 336 , 5355 , Sincerely, sow en Bailey, MRCP , PMP 4824 W . Fairview Ave . • Boise , Idaho • 83706 2080336 . 5355 Ae%ekk 5awtooth Land Surveying , LLC P : ( 208 ) 398 - 8104 F : ( 208 ) 398 - 8105 2030 S . Washington Ave . , Emmctt , ID 8361 7 October 17 , 2019 Movado Subdivision No . 7 Boundary Legal Description BASIS OF BEARING for this description is South 89 " 13 ' 35" East , between a brass cap marking the N1 /4 corner of Section 21 and an aluminum cap marking the northeast corner of Section 21 , both in T . 3 N . , R . 1 E . , B . M . , Ada County , Idaho . A parcel of land located in the NE1 /4 of Section 21 , T . 3 N . , R . 1 E . , B . M . , City of Meridian , Ada County , Idaho more particularly described as follows ; COMMENCING at a brass cap marking the N1 /4 corner of said Section 21 ; Thence South 0011 ' 04 " West , coincident with the westerly line of said NE1 /4 , a distance of 892 . 93 feet to a 5/8 " rebar PLS 14221 ; Thence South 89 ° 13 ' 17 " East , coincident with the northerly line of Movado Subdivision No . 2 , as shown on file in Book 114 of Plats , at Page 7017 , Ada County Records , 703 . 00 feet to a 5/8 " rebar/cap PLS 14221 ; Thence North 0 ° 11 ' 04 " East , coincident with the westerly line of said Movado Subdivision No . 2 , a distance of 98 . 74 feet ; Thence South 89 ' 13 ' 17 " East , coincident with said northerly line of said Movado Subdivision No . 2 , a distance of 531 . 08 feet to a 5/8 " rebar/cap PLS 14221 to the POINT OF BEGINNING ; Thence continuing South 89 ' 13 ' 17 " East , 288 . 69 feet to a 5/ 8 " rebar/cap PLS 14221 ; Thence South 7 ° 22 ' 02 " East , 242 . 14 feet to a 5 / 8 " rebar/ cap PLS 14221 ; Thence South 27 ° 06 ' 57 " East , 100 . 00 feet to a 5/8 " rebar/ cap PLS 14221 ; Thence South 45 ° 21 ' 57 " East , 395 . 19 feet to a 5/8 " rebar/cap PLS 14221 ; Thence South 46 ° 01 ' 30 " West , 189 . 24 feet to a 5 /8 " rebarlcap PLS 14221 ; Thence North 43 ° 58 ' 30 " West , 18 . 49 feet to a 5/8 " rebar/cap PLS 14221 ; Thence South 48 ° 45 ' 01 " West , 334 . 38 feet to a 5/8 " rebar/cap PLS 14221 ; Thence South 45 ° 41 ' 31 " West , 47 . 00 feet to a 5/ 8 " rebar/cap PLS 14221 ; Thence South 46 ° 01 ' 30 " West , 164 . 61 feet to the centerline of Eight Mile Creek ; Thence along said centerline of Eight Mile Creek the following four courses and distances : North 54043 ' 09 " West , 78 . 81 feet to the beginning of a tangent curve ; P : \ 2019\ 19291 - MOVADO SUB . NO . 7 - CMG \ Survey\ Drawings \ Descriptions \ MOVADO 7 BNDRY LEGAL . docx Page � 1 166 . 58 feet along the arc of a curve to the left , with a central angle of 47 ° 43 ' 16 " , a radius of 200 . 00 feet , subtended by a chord bearing North 78 ° 34 ' 47" West , 161 . 81 feet ; South 77 ° 33 ' 34 " West , 109 . 40 feet to the beginning of a tangent curve ; 122 . 66 feet along the arc of a curve to the right , with a central angle of 32 ° 42 ' 34 a radius of 214 . 86 feet , subtended by a chord bearing North 84 ° 49 ' 57 " West , 121 . 00 feet ; Thence leaving said centerline of Eight Mile Creek , North 30 ° 39 ' 45 " East , coincident with the easterly right of way of S . Movado Way , 46 . 81 feet to a 5 /8 " rebar/ cap PLS 14221 to the beginning of a tangent curve ; Thence along said easterly right of way of S . Movado Way the following twelve courses and distances : 113 . 70 feet along the arc of a curve to the right , with a central angle of 23 ° 06 ' 01 " , a radius of 282 . 00 feet , subtended by a chord bearing North 42 ' 12 ' 45 " East , 112 . 93 feet to a 5/ 8 " rebar/cap PLS 14221 ; North 53 ° 45 ' 46 " East , 167 . 55 feet to a 5/8 " rebar/cap PLS 14221 ; South 81 ° 14 ' 14 " East , 30 . 28 feet to a 5/8 " rebar/cap PLS 14221 ; North 53 ° 45 ' 46 " East , 44 . 00 feet to a 5 / 8 " rebar/cap PLS 14221 ; North 7 ' 17 ' 56 " East , 31 . 18 feet to a 5/8 " rebar/cap PLS 14221 to the beginning of a non -tangent curve ; 414 . 32 feet along the arc of a curve to the left , with a central angle of 74039 ' 00 " , a radius of 318 . 00 feet , subtended by a chord bearing North 11 ' 29 ' 08 " East , 385 . 63 feet to a 5/8 " rebar/ cap PLS 14221 feet to the point of a reverse curvature ; 130 . 99 feet along the arc of a curve to the right , with a central angle of 26 ° 36 ' 47 " , a radius of 282 . 00 feet , subtended by a chord bearing North 12 ° 31 ' 58 " West , 129 . 81 feet to a 5 /8 " rebar/ cap PLS 14221 ; North 0 ° 46 ' 25 " East , 87 . 65 feet to a 5 / 8 " rebar/cap PLS 14221 ; North 45 ° 46 ' 44 " East , 28 . 28 feet to a 5/ 8 " rebar/cap PLS 14221 ; North 0046 ' 43 " East , 44 . 00 feet to a 5/ 8 " rebar/cap PLS 14221 ; North 44013 ' 35 " West , 28 . 29 feet to a 5/ 8 " rebar/cap PLS 14221 ; North 0 ° 46 ' 25 " East , 80 . 00 feet to the POINT OF BEGINNING . � p6L LA The above described parcel contains 10 . 666 acres more or less , � �C, ENS 'G a .� 21 o � o t7 � o OFF RL PO �t'� � R \2019\ 19291 - MOVADO SUB . NO . 7 - CMG \ Survey\ Drawings\ Descriptions\ MOVADO 7 BNDRY LEGAL . docx F a e 12 T. 3 N., R 1 E., B. M. BASIS OF BEARING S B9°1335" E 2676.87' E OVERLAND RD. 16 15 N1/4CORNER - - - _ _ _ _ _ _ �— _ _ _ _ - — — — - - - - - - SECTION Zi CPB F 105155109 21 , CPBF 10MM4a , 22 jao { MOVADO GREENS SUBDIVISION PG. 114, BK. UNPLATTED CLOVERDALE WEST 17017 PLS 1422](0__ �S_ �T. E P08 S 89°13'17" E 2B8.69' 53 10 Sl1BDI1RSION PG, 39, BK. w No 3260 J475 N i $ o . o ; $ z z ° PLS 14221 — — S 89°13'17" E — 703.00' N PLS 14221 /f11004643" E 44.00' I N ✓ ' m N r4 g u,LLJ o . z > I rl t� LINE TABLE u E BEARING DISTANCE 1 N 43#58 A \ S B7°14'14" E 3a ' \ N a7e1 8' E 31 . 1 MOVADO SUBDIVISION NO. 2 LS N PG. 112, BIG 16383 1 \ . CRAWFORD PLACESUBDMSION \ .p PG. 79, BK 8411 LEGEND \ F =n- — PROPERTY BOUNDARY LINE EXISTING DEED OR LOT LINE \ ,fy — -- — — SECT70NAL LINE O FOUND 5/8" REBAR AS NOTED % FOUND ALUMINUM CAP MONUMENT ti FOUND BRASS CAP MONUMENT \ SET 518" REjwCAP o C4LCULATED POINT \ " RM REFERENCE MONUMENT WC WITNESS CORNER POB POINT OF BEGINNING CURVE TABLEQVR CJ VE ARCLE 3' 6" M31&W02M BEARING 1CHORDLENGTH 31'429 Al " W J 4 I' 113. 23 I ' 2SOS" 111. 3 / ��(o C4 4JA.31' 74°3910a" E 3B9 Y 4,.7 34j v / 0 } 44. 00' / hi°AS•/ • �A�� ei / ti �` A� �^ • UNPLATTED AA EN 1 44 � EIGHT MILE CREEK 0� o. 1 ZD MOVADO SUBDIVISION N0. 3 'p/ ' ` Voo i 0 OF ! Cl/4 CORNERPG, 112, 8K 16387 � , '79/ P Ov '��i IY SECTION 21 L CPBF 2018407365 PROJECT: OWNER/DEVELOPER. 2030 S. WASHINGTON AVE, DWG # MOVADO SUBDIVISION NO, 7 EMMETT, ID 83617 I9291 -EX BOUNDARY CONGER GROUP P: (208) 39&8104 PROJECT# CITY OF MERIDIAN, IDAHO -ODT- F: (208) 398-8105 19291 SHEET DATE: 10/2019 LandSurve)l%�, LLG WWW. 5AWT00THLS. COM 1 OF 1 ADA COUNTY RECORDER Christopher D . Rich 2017 _ 000985 BOISE IDAHO Pgs = 11 BONNIE OBERBILLIG 01 /04/2017 04814 PM TITLEONE BOISE $40 . 00 Recording Requested By and When Recorded Return to : C4 Land LLC 4824 W Fairview Ave Boise, ID 83706 Attn : Jim D Conger SPACE ABOVE THIS LINE FOR RECORDER ' S USE ONLY /� CJ l SPECIAL WARRANTY DEED For good and valuable consideration, the receipt of which is hereby acknowledged , Bienapfl Family Limited Partnership , an Idaho limited partnership , and B S B . LLC , an Idaho limited liability company (collectively , " Grantor") , do hereby grant , sell , transfer and convey to C4 Land LLC , an Idaho limited liability company (" Grantee") , whose address is 4824 West Fairview Avenue, Boise , Idaho 83706 , and its successors and assigns forever, the real property described on the attached Exhibit A ("Subject Property ") ; To have and to hold the Subject Property and all buildings and improvements thereon, together with all and singular the tenements , hereditaments , and appurtenances thereunto belonging or in anywise appertaining . Grantor hereby covenants with Grantee that the Subject Property is free from all liens , claims or encumbrances and that it will warrant and defend said Premises against the lawful claims of all persons claiming by, through or under it; subject, however to those liens , encumbrances and other matters listed on Exhibit B attached hereto and by this reference made a part hereof. EXCEPT AS SPECIFICALLY PROVIDED IN THE PURCHASE AND SALE AGREEMENT BETWEEN GRANTOR AND GRANTEE AND THIS SPECIAL WARRANTY DEED ( COLLECTIVELY , THE " EXPRESS REPRESENTATIONS ") , SELLER HAS NOT MADE , DOES NOT MAKE AND SPECIFICALLY NEGATES AND DISCLAIMS ANY REPRESENTATIONS , WARRANTIES , PROMISES , COVENANTS , AGREEMENTS OR GUARANTIES OF ANY KIND OR CHARACTER WHATSOEVER , WHETHER EXPRESS OR IMPLIED , ORAL OR WRITTEN , PAST, PRESENT OR FUTURE, OF , AS TO , CONCERNING OR WITH RESPECT TO ANY AND ALL WARRANTIES AND REPRESENTATIONS OF , AS TO OR CONCERNING MERCHANTABILITY, CONDITION, SUITABILITY, FITNESS FOR A PARTICULAR PURPOSE , WORKMANSHIP , HABITABILITY, ENVIRONMENTAL MATTERS OR COMPLIANCE WITH LAWS PERTAINING OR RELATED TO THE PROPERTY , EXCEPT FOR THE EXPRESS REPRESENTATIONS , ALL WARRANTIES AND REPRESENTATIONS , EXPRESS , IMPLIED OR ARISING BY LAW , CONCERNING THE PROPERTY ARE HEREBY SPECIAL WARRANTY DEED - 1 0354500008. 8574506 . 3 DISCLAIMED AND WAIVED TO THE FULLEST EXTENT ALLOWED BY LAW , SUBJECT TO THE EXPRESS REPRESENTATIONS , BUYER ACKNOWLEDGES THAT BUYER IS ACQUIRING THE PROPERTY IN ITS CURRENT CONDITION, AS IS , WHERE IS . THIS PARAGRAPH SHALL SURVIVE THE CLOSING OR ANY TERMINATION OF THIS AGREEMENT . WITNESS THE EXECUTION HEREOF "Y as of the day of January , 2017 , Bienapfl Family Limited Partnership , an Idaho limited partnership : BY : William P . Bienapfl , Jr. (Thglnown as William P . Bienapfl) , General Partner B S B , LLC , an Idaho limited liability company : By : ' William P . Bienapfl , Jr . (als nown as William P . Bienapfl ) , Manager SPECIAL WARRANTY DEED - 2 03545 . 0 N Q ; 7d ; nr, Z STATE OF IDAHO ) ss . County of Ada On this day of January, 2017 , before me , a Notary Public in and for said state , personally appeared William P . Bienap , Jr . (also known as William P . Bienapfl) , known or identified to me to be the general partner of the Bienapfl Family Limited Partnership, and the partner who subscribed said partnership name to the foregoing instrument, and acknowledged to me that he executed the same in said partnership name . IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and yep1jY' Rjj ��yficate first above written . tot0' 0g, 900p0 1 ? J/� ° t3W h ' 00 O I r y o° f Y ° O ICA dm 0 lJ O co 0 0 % f a b h Notary Pu Iicfor. Idaho %�^ rc °� 2�' ��► � �Ii� C� : a�lo Idaho Q��m o ,, d Residing at .. , ` 000000 ` e a° � HO My commission h ` � -' S $r�OAck: 6/18/2022 9'DJerneasar. ate�cs STATE OF IDAHO ) ) ss . County of Ada I ) On this day of January , 2017 , before me , � / 160 a Notary Public in and for said State , personally appeared William P . Bienapfl , r . (also known as William P . Bienapfl ) , known or identified to me to be the manager of B S B , LLC , or the person who executed the instrument on behalf of said limited liability company and acknowledged to me that such limited liability company executed the same . IN WITNESS WHEREOF , I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written . BRA 60 ®1JIr b4q'0 000500000004 . �''� s� 1� 94 w 1 O ^ pA Notary Pub iccaho tz 00° � o Residing at k ��1a � �� ' 0fe, Idaho v, FeyO b My commission expi V o I Ew�,)(j4;3I?'0 : 6/18/202 �1(J 4b 9Q'4` 'O� dsYeeaasa'scc SPECIAL WARRANTY DEED — 3 03545 . 0008 . 8574 > 06 - 3 EXHIBIT A Parcel 113 , Basis of Bearings for this legal description is South 891 13 ' 35 " East, between the brass cap marking the North quarter of Section 21 and the aluminum cap marking the Northeast corner of Section 21 , both in Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County , Idaho . A parcel of land located in the Northeast quarter of Section 21 , Township 3 North, Range 1 East, Boise Meridian , City of Meridian, City of Meridian, Ada County, Idaho , more particularly described as follows : Commencing at a brass cap marking the North quarter corner of said Section 21 ; thence South 091 ' 04 " West, coincident with the West line of said Northeast quarter of Section 21 , a distance of 1127 . 44 feet to the centerline of the Five Mile Canal , the beginning of a non-tangent curve and the Point of Beginning ; thence 19 . 77 feet along the arc of said curve to the right and said centerline of the Five Mile Canal , with a central angle of 5 ° 39 '45 " , a radius of 200 . 00 feet, subtended by a chord bearing South 67 ° 30 '46 " East , 19 . 76 feet; thence South 64 °40 ' 54 " East, coincident with said centerline of the Five Mile Canal , 77 . 83 feet to the beginning of a tangent curve ; thence 30 . 88 feet along the are of said curve to the right and said centerline of the Five Mile Canal , with a central angle of 35 ° 22 ' 58 " , a radius of 50 . 00 feet, subtended by a chord bearing South 46 59 25 East, 30 . 39 feet ; thence id centerline of the Five Mile Canal 6 . 00 feet and the South 29 ° 17 ' 56 " East, coincident with sa beginning of a tangent curve ; thence 49 . 99 feet along the arc of said curve to the left and said centerline of the Five Mile Canal , with a central angle of 5 °43 '42 " , a radius of 500 . 00 feet , subtended by a chord bearing South 32 09 47 East , 49 . 97 feet; thence South 35 ° 01 ' 38 " East , coincident with said centerline of the Five Mile Canal , 225 . 08 feet ; thence South 35 ° 58 '42 " East, coincident with said centerline of the Five Mile Canal , 175 . 40 feet; thence South O ° 11 ' 04 " West, parallel with said West line of the Northeast quarter of Section 21 , a distance of 240 . 64 feet ; thence North 89 °48 ' 56 " West, 40 . 00 feet ; thence South 0 ° 11 ' 04 " West, parallel with said West line of the Northeast quarter of Section 21 , a distance of 144 . 00 feet ; thence North 89 ° 4856 " West, 334 . 00 feet to said West line of the Northeast quarter of Section 21 ; thence North 091 ' 04 " East, coincident with said West line of the Northeast quarter of Section 21 , a distance of 818 . 80 feet to the Point of Beginning . SPECIAL WARRANTY DEED - 4 03545MOS . 8574506 . 3 Parcel 2B . Basis of Bearings for this legal description is South 89 ° 13 ' 35 " East, between the brass cap marking the North quarter of Section 21 and the aluminum cap marking the Northeast corner of Section 21 , both in Township 3 North, Range 1 East, Boise Meridian, City of Meridian , Ada County, Idaho . A parcel of land located in the Northeast quarter of Section 21 , Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County , Idaho , more particularly described as follows : Commencing at a brass cap marking the North quarter corner of said Section 214 thence South 0 ° 11 ' 04 " West , coincident with the West line of said Northeast quarter of Section 21 , a distance of 892 . 93 feet to the Point of Beginning ; thence South 89 ° 13 ' 17 " East, 703 . 00 feet ; thence North 0 ° 11 ' 04 " East, parallel with said West line of the Northeast quarter of Section 21 , a distance of 98 . 74 feet; thence South 89 ° 13 ' 17 " East, 540 . 83 feet to the beginning of a non4angent curve ; thence 11 . 71 feet along the are of said curve to the right, with a central angle of 23 ° 1949 " , a radius of 28 . 76 feet, subtended by a chord bearing South 25 ° 42 ' 00 " West, 11 . 63 feet to the point of reverse curvature , thence 16 . 42 feet along the are of said curve to the left, with a central angle of 34050 ' 55 " , a radius of 27 . 00 feet, subtended by a chord bearing South 18 ° 12 ' 07 " West, 16 . 17 feet ; thence South 0 °46 ' 25 " West, 225 . 66 feet to the beginning of a tangent curve ; thence 130 . 99 feet along the are of said curve to the left , with a central angle of 26 ° 36 ' 51 a radius of 282 . 00 feet , subtended by a chord bearing South 12 ° 32 ' 00 " East, 129 . 82 feet to the point of reverse curvature ; aid curve to the right , with a central angle of 79 ° 36 ' 05 " , a thence 441 . 80 feet along the are of s radius of 318 . 00 feet, subtended by a chord bearing South 13 ° 57 '37 " West, 407 . 12 feet; thence South 53 ° 45 ' 46 " West, 113 . 18 feet; thence North 3 6 ° 14 ' 14 " West, 68 . 00 feet ; thence North 0 ° 4643 " East , 121 . 26 feet; thence North 32 ° 00 ' 09 " West, 51 . 56 feet to the beginning of a non-tangent curve ; thence 15 . 42 feet along the arc of said curve to the right , with a central angle of 31 ° 33 '45 " , a radius of 28 . 00 feet, subtended by a chord bearing South 75 ° 00 ' 05 " West, 15 . 23 feet ; thence North 89 ° 13 ' 17 " West, 142 . 63 feet ; thence North 0 ° 46 '43 " East, 166 . 00 feet ; thence North 89013 ' 17 " West, 315 . 00 feet ; thence North 0 ° 46 ' 43 " East , 80 . 50 feet ; thence North 89 ° 13 ' 17 " West, 147 . 62 feet ; thence South 54 ° 30 ' 28 " West , 26 . 00 feet ; thence North 35 ° 29 ' 31 " West, 55 . 76 feet to the beginning of a non4angent curve ; thence 5 . 55 feet along the are of said curve to the right , with a central angle of 5 ° 53129 " , a radius of 54 . 00 feet, subtended by a chord bearing North 32 ° 32 ' 39 " West, 5 . 55 feet ; thence South 54 ° 30 ' 36 " West, 208 . 52 feet to the centerline of Eight Mile Creek ; thence North 35 ° 01 ' 38 " West , coincident with said centerline of Eight Mile Creels , 36 . 93 feet to the beginning of a tangent curve ; thence 49 . 99 feet along the are of said curve to the right , and SPECIAL WARRANTY DEED - S 03545MOS , 8574506 ; coincident with said centerline of Eight Mile Creels , with a central angle of 5 ° 43 '42 " , a radius of 500 . 00 feet, subtended by a chord bearing North 32 ° 09 ' 47 " West , 49 . 97 feet ; thence North 29 ° 17 ' 56 " West , coincident with said centerline of Eight Mile Creek, 6 . 00 feet to the beginning of a tangent curve ; thence 30 . 88 feet along the arc of said curve to the left, and coincident with said centerline of Eight Mile Creek , with a central angle of 35 ° 23 ' 09 " , a radius of 50 . 00 feet , subtended by a chord bearing North 46 ° 59 ' 31 West , 30 . 39 feet; thence North 64 ° 40 ' 54 " West, coincident with said centerline of Eight Mile Creek, 98 . 02 feet to said West line of the Northeast quarter of Section 210 thence North 0011 ' 04 " East , coincident with said West line of the Northeast quarter of Section 21 , a distance of 233 . 44 feet to the Point of Beginning . Parcel 3B . Basis of Bearings for this legal description is South 89 ° 13 ' 35 " East, between the brass cap marking the North quarter of Section 21 and the aluminum cap marking the Northeast corner of Section 21 , both in Township 3 North, Range 1 East, Boise Meridian, City of Meridian , Ada County, Idaho . A parcel of land located in the Northeast quarter of Section 21 , Township 3 North, Range 1 East , Boise Meridian, City of Meridian, Ada County, Idaho , more particularly described as follows : Commencing at a brass cap marking the North quarter corner of said Section 21 ; thence South 0 ° 11 ' 04 " West, coincident with the West line of said Northeast quarter of Section 21 , a distance of 892 . 93 feet ; thence South 89 ° 13 ' 17 " East , 703 . 00 feet ; thence North 0 ° 11 ' 04 " East , parallel with said West line of the Northeast quarter of Section 21 , a distance of 98 . 74 feet ; thence South 89 ° 13 ' 17 " East , 540 . 83 feet to the beginning of a nonAangent curve and the Point of Begiluiing ; thence 11 . 26 feet along the are of said curve to the right, with a central angle of 22038 ' 08 " , a radius of 28 . 50 feet, subtended by a chord bearing South 25 ' 16 ' 51 West, 11 . 19 feet to the point of reverse curvature ; thence 16 . 88 feet along the arc of said curve to the left, with a central angle of 35 ° 49 ' 29 " , a radius of 27 . 00 feet, subtended by a chord bearing South 18 °41 ' 10 " West, 16 . 61 feet; thence South 0 ° 46 '25 " West, 225 . 66 feet to the beginning of a tangent curve ; thence 130 . 99 feet along the arc of said curve to the left, with a central angle of 26 ° 36 '47 a radius of 282 . 00 feet, subtended by a chord bearing South 1291 ' 58 " East , 129 . 81 feet to the point of reverse curvature ; thence 414 . 32 feet along the are of said curve to the right, with a central angle of 74 ° 39 ' 00 " , a radius of 318 . 00 feet, subtended by a chord bearing South 11 ' 29 ' 08 " West , 385 . 63 feet ; thence South 52 ° 58 '48 " West, 86 . 90 feet ; thence South 53 ° 45 ' 46 " West, 167 . 55 feet to the beginning of a tangent curve ; thence 113 . 70 feet along the are of said curve to the left, with a central angle of 23 ° 06 ' 01 " , a radius of 282 . 00 feet , subtended by a chord bearing South 42 ' 12 ' 45 West , 112 . 93 feet ; thence South ' 0 " 9 '45 " West , 46 . 81 feet to the centerline of the Five Mile Canal and the beginning of a non4angent curve ; thence 122 . 93 feet along the arc of said curve to the left and said centerline of SPECIAL WARRANTY DEED - 6 03545 . 0003 . 3574506 ; the Five Mile Canal , with a central angle of 35012 ' 56 " , a radius of 200 . 00 feet , subtended by a chord bearing South 84 49f 57 East, 121 . 00 feet ; thence d centerline of the Five Mile Canal , 109 . 40 feet and the North 77 ° 33 ' 34 " East , coincident with sal beginning of a tangent curve ; thence 166 . 58 feet along the arc of said curve to the right and said centerline of the Five Mile Canal , with a central angle of 47 °43 ' 16 " , a radius of 200 . 00 feet, subtended by a chord bearing South 78 ° 3447 " East, 161 . 81 feet; thence South 54043 ' 09 " East , coincident with said centerline of the Five Mile Canal , 78 . 81 feet ; thence North 46 ° 01 ' 30 " East, 164 . 61 feet ; thence North 49 ° 2325 " East, 44 . 08 feet ; thence North 48 ° 45 ' O1 " East, 340 . 38 feet ; thence North 34 ° 54 ' 01 " East, 44 . 84 feet ; thence North 46 ° 01 ' 30 " East, 141 . 65 feet to the Westerly bank of the Ridenbaugh Canal ; thence North 45 ° 2F57 " West, coincident with said Westerly bank of the Ridenbaugh Canal , 371 . 18 feet; thence North 27 ° 06 ' 57 " West, coincident with said Westerly bank of the Ridenbaugh Canal , 100 . 00 feet ; thence North 7 ° 21 ' 57 " West, coincident with said Westerly bank of the Ridenbaugh Canal , 173 . 00 feet; thence North 7 ° 22 ' 14 " West, coincident with said Westerly bank of the Ridenbaugh Canal , 69 . 14 feet ; thence North 89 ° 1VI 7 " West, 278 . 94 feet to the Point of Beginning . Parcel 4B . Basis of Bearings for this legal description is South 89 ° 13 ' 35 " East , between the brass cap marling the North quarter of Section 21 and the aluminum cap marking the Northeast corner of Section 21 , both in Township 3 North, Range 1 East, Boise Meridian, City of Meridian , Ada County, Idaho . A parcel of land located in the Northeast quarter of Section 21 , Township 3 North , Range 1 East, Boise Meridian, City of Meridian , Ada County, Idaho , more particularly described as follows : Commencing at a brass cap marking the North quarter corner of said Section 21 ; thence South 0011 ' 04 " West, coincident with the West line of said Northeast quarter of Section 21 , a distance of 1126 . 36 feet to the centerline of Eight Mile Creek and the beginning of a tangent curve ; thence South 64 ° 40 ' 54 " East, coincident with said centerline of Eight Mile Creek, 98 . 02 feet to said West line of the Northeast quarter of Section 21 , to the beginning of a tangent curve ; thence 30 . 88 feet along the are of said curve to the right , and coincident with said centerline of Eight Mile Creek , with a central angle of 35 ° 23 ' 09 " , a radius of 50 . 00 feet , subtended by a chord bearing South 46 ° 59 ' 31 East , 30 . 39 feet ; thence South 29 ° 17 ' 56 " East , coincident with said centerline of Eight Mile Creek , 6 . 00 feet to the beginning of a tangent curve ; thence 49 . 99 feet along the arc of said curve to the left , and SPECIAL WARRANTY DEED - 7 0354 5 . 0008 . 8574506 . 3 coincident with said centerline of Eight Mile Creek, with a central angle of 5 ° 43 '42 " , a radius of 500 . 00 feet, subtended by a chord bearing South 32109 '47 " East, 49 . 97 feet ; thence South 35 ° 01 ' 38 " East, coincident with said centerline of Eight Mile Creek, 36 . 93 feet to the Point of Beginnings thence leaving said centerline of Eight Mile Creek North 54 ° 30 ' 36 " East, 208 . 52 feet to the begimiing of a non-tangent curve ; thence 5 . 55 feet along the are of said curve to the left , with a central angle of 5 ° 5329 " , a radius of 54 . 00 feet, subtended by a chord bearing South 32 ° 3239 " East, 5 . 55 feet ; thence South 35 °29 ' 31 " East, 55 . 76 feet ; thence North 54 ° 30 ' 28 " East, 26 . 00 feet ; thence South 89 ° 13 ' 17 " East, 147 . 62 feet ; thence South 0 °46 ' 43 " West, 80 . 50 feet ; thence South 89 ° 13 ' 17 " East, 315 . 00 feet ; thence South 0 °46 '43 " West, 166 . 00 feet ; thence South 89 ° 13 ' 17 " East, 142 . 63 feet to the beginning of a tangent curve ; thence 15 . 42 feet along the arc of said curve to the left, with a central angle of 31 ° 33 ' 13 " , a radius of 28 . 00 feet, subtended by a chord bearing North 75 ° 00 ' 07 " East, 15 . 23 feet; thence South 32 ° 00 ' 09 " East , 51 . 56 feet ; thence South 0 °46 '43 " West, 121 . 26 feet ; thence South 36 ° 14 ' 14 " East, 68 . 00 feet ; thence South 5304546 " West, 113 . 81 feet to the beginning of a tangent curve ; thence 113 . 70 feet along the are of said curve to the left, with a central angle of 23006 ' 0411 , a radius of 282 . 00 feet, subtended by a chord bearing South 42 ° 12 ' 44 " West , 112 . 93 feet ; thence South 30 ° 39 '45 " West , 46 . 81 feet to said centerline of Eight Mile Creek and the beginning of a non4angent curve ; thence 76 . 33 feet along the are of said curve to the right, and coincident with said Eight Mile Creek , with a central angle of 21 ° 51 ' 58 " , a radius of 200 . 00 feet, subtended by a chord bearing North 56 ° 17 21 " West, 75 . 87 feet ; thence North 45 ° 21 '29 " West, coincident with said Eight Mile Creek , 78 . 42 feet to the beginning of a tangent curve ; thence 112 . 46 feet along the arc of said curve to the left, and coincident with said Eight Mile Creek, with a central angle of 320 13 ' 03 " , a radius of 200 . 00 feet, subtended by a chord bearing North 61 ° 28 ' 00 " West, 110 . 98 feet ; thence North 77 ° 3429 " West , coincident with said Eight Mile Creek , 200 . 64 feet to the beginning of a tangent curve ; thence 72 . 60 feet along the arc of said curve to the right, and coincident with said Eight Mile Creek, with acentral angle of 41 ° 35 '48 " , a radius of 100 . 00 feet, subtended by a chord bearing North 56 46 '35 West , 71 . 02 feet; thence North 35 ° 58 '42 " West, coincident with said centerline of Eight Mile Creels , 233 . 95 feet ; thence North 35 ° 01 ' 38 " West, coincident with said centerline of Eight Mile Creek, 188 . 15 feet to the Point of Beginning , Parcel 5B . Basis of Bearings for this legal description is South 89 ° 13 ' 35 " East , between the brass cap ma rking the North quarter of Section 21 and the aluminum cap marking the Northeast corner of Section 21 , both in Township 3 North, Range 1 East, Boise Meridian, City of Meridian , Ada County , Idaho . SPECIAL WARRANTY DEED - 8 03545 . 00M S ; 7d ; nf, A parcel of land located in the Northeast quarter of Section 21 , Township 3 North, Range 1 East , Boise Meridian, City of Meridian , Ada County, Idaho , more particularly described as follows : Commencing at an aluminum cap marking the Northeast corner of said Section 21 ; thence South 0 ° 37 ' 54 " West, coincident with the East line of said Northeast quarter of Section 21 , a distance of 1976 . 78 feet to the Point of Beginning ; thence continuing South 0 ° 37 ' 54 " West, coincident with said East line of the Northeast quarter of Section 21 , a distance of 102 . 23 feet ; thence North 89 ° 22 ' 06 " West, 44 . 00 feet to the centerline of the Five Mile Canal and the beginning of a non-tangent curve ; thence 27 . 80 feet along the arc of said curve to the left and said centerline of the Five Mile Canal , with a central angle of 63 ° 42 ' 37 " , a radius of 25 . 00 feet, subtended by a chord bearing North 31 ° 13 ' 24 " West, 26 . 3 9 feet ; thence North 63 ° 04 '43 " West, coincident with said centerline of the Five Mile Canal , 192 . 92 feet ; thence North 60 °4633 " West, coincident with said centerline of the Five Mile Canal , 232 . 89 feet ; thence North 60 ° 59 ' 3 8 " West, coincident with said centerline of the Five Mile Canal , 85 . 77 feet to the beginning of a tangent curve , thence 53 . 25 feet along the arc of said curve to the left and said centerline of the Five Mile Canal , with a central angle of 24 ° 24 ' 23 " , a radius of 125 . 00 feet, subtended by a chord bearing North 73 ° 11 ' 50 " West, 52 . 84 feet ; thence North 85 °24 ' 01 West, coincident with said centerline of the Five Mile Canal , 171 . 21 feet to the beginning of a tangent curve ; thence 100 . 03 feet along the are of said curve to the left and said centerline of the Five Mile Canal , with a central angle of 45 ° 50 ' 58 " , a radius of 125 . 00 feet, subtended by a chord bearing South 71 ° 40 '30 " West, 97 . 38 feet ; thence South 48 ° 45 ' 01 " West, coincident with said centerline of the Five Mile Canal , 202 . 35 feet to the beginning of a tangent curve ; thence 247 . 11 feet along the arc of said curve to the right and said centerline of the Five Mile Canal , with a central angle of 76 ° 31 ' 50 " , a radius of 185 . 00 feet, subtended by a chord bearing South 87 ° 00 ' 56 " West, 229 . 14 feet ; thence North 54 °43 ' 09 " West, coincident with said centerline of the Five Mile Canal , 153 . 99 feet ; thence North 46 ° 01 ' 30 " East, 164 . 61 feet ; thence North 49 ° 23 ' 25 " East, 44 . 08 feet ; thence North 48 ° 45 ' 01 " East, 340 . 3 8 feet ; thence North 34 ° 5TO1 " East, 44 . 84 feet ; thence North 46 ° 01 ' 30 " East, 141 . 65 feet to a point on the Westerly bank of the Ridenbaugh Canal ,$ thence South 45 ° 21 ' 57 " East, coincident with the Westerly bank of the Ridenbaugh Canal , 178 . 82 feet; thence South 54 ° 06 ' 57 " East, coincident with said Westerly bank of the Ridenbaugh Canal , 822 . 94 feet to the East line of said Northeast quarter of Section 21 to the Point of Beginning . SPECIAL WARRANTY DEED - 9 03545 . 0005 . g574 -inr, ; EXHIBIT B 1 . Taxes , including any assessments collected therewith , for the year 2017 which are a lien not yet due and payable . 2 . Real property taxes which may be assessed , levied and extended on any " subsequent and/or occupancy roll " with respect to improvements completed during the current tax year and previous tax years , which escaped assessment on the regular assessment roll , which are not yet due and payable . 3 . The land described herein is located within the boundaries of Ada County and is subject to any assessments levied thereby . 4 . The land described herein is located within the boundaries of City of Meridian and is subject to any assessments levied thereby . 5 . The land described herein is located within the boundaries of Nainpa- Meridian Irrigation District and is subject to any assessments levied thereby . 6 . Right- of-- way for Ridenbaugh Canal and the rights of access thereto for maintenance of said canal . 7 . Right- of--way for Eightmile Creek and the rights of access thereto for maintenance of said creek . 8 . Right- of-way for S . Cloverdale Road . 9 . Reservations and exceptions in a United States Patent, and in the act authorizing the issuance thereof, recorded October 15 , 1900 in Book 3 of Patents , at Page 433 , records of Ada County , Idaho . 10 . Master Pathway Agreement, recorded December 26 , 2000 , January 9 , 2001 , February 6 , 2001 , and February 15 , 2001 as Instrument Nos . 100102999 , 101002090 , 101002091 , 101009649 , and 101013585 , records of Ada County, Idaho . 11 . Ordinance No . 6150 , recorded May 30 , 2002 as Instrument No . 102060940 , records of Ada County, Idaho . 12 . Ordinance No . 6175 , recorded August 29 , 2002 as Instrument No . 102098378 , records of Ada County, Idaho , 13 . Record of Survey No . 6111 recorded April 4 , 2003 as Instrument No . 103056171 , records of Ada County, Idaho . 14 . Drainage Easement, recorded February 5 , 1959 as Instrument No . 446793 , Book 37 of Miscellaneous Records at Pages 469 , 470 , and 471 , records of Ada County, Idaho . SPECIAL WARRANTY DEED - 10 035 45 . 000S . S574506 . 3 15 . Ordinance No . 1046 . recorded April 21 , 2016 as Instrument No . 2016 - 033388 , records of Ada County , Idaho . 16 . Ingress - Egress Easement Agreement, recorded August 9 , 2016 as Instrument No . 2016 - 072867 , records of Ada County, Idaho . SPECIAL WARRANTY DEED - I 1 035 45 , 0008 . S574506 . 3 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) ) 1 COUNTY OF ADA ) f I , �; �� - � Nova- � v OC � �-g ; G f (name) � � � (add re ss 6 E- f S (city) ( state) being first duly sworn upon, oath, depose and say : i 1 . That I am the record owner of the property described on the attached, and I grant my f permission to . (name) r� L T of r3( CI to submit the accompanying application (s) pertaining to that property . 2 . I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application . 3 . I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application (s) . Dated this day of t�^- G �L , 20 7 ( Sign t ) SUBSCRIBED AND SWORN to before me the day and year first above written . **## 4 E Jp 't••,, ••. . . . . .• ss a /tl� �oTAR3, •; ? (Notary Public for Idaho) do s PUBLIC = Residing a •�, q�' • • • • • • ,�4+ �••pi My Commission Expires : OF Community Development ., Planning Division -r33 E . Broadway Avenue , Ste . 102 Meridian , Idaho 83642 Phone : 20 &884- 5533 Fax : 20M8 &6854 ww \v . meridiancity . org/plannin <� f (0312312018) Eq E . OVERLAND ROAD i 0 Q I� LU —§; �v N Q O d 0ce LU i 0 1 N N V1 1 I i I 1 " VICINITY MAP SCALE : 1 "= 750 ' WE IDIAN ..=� Meridian City Hall , Suite 102 33 E . Broadway Avenue ! n ^ H4 Meridian , Idaho 83642 Community Development 2080887 0 2211 Department Parcel Verification Date : 8/ 30/ 16 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department . Project Name : Movado Estates Parcel Numbers : S1121141800 ( 39 . 227 Acres ) S1121131200 ( 68 . 851 Acres ) S1121120802 ( 4 . 67 Acres ) T/ R / S : 31N 1E 21 Property Owners : Bienapfl Family Limited Partnership ( 1st two parcels listed ) 2674 S . Andros Way Meridian , ID 83642 BSB , LLC ( 3rd parcel listed ) 2674 S . 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L p .R? a. l 17_ a. ^p- 3°' g ° 4 a Go a or - 3.1�i z to It a F6...�.5' `E s\ � • I 9 3 r �P ° i i, I I ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date : September 26, 2019 Final Plat X Project Name : Movado Sub No 07 T/ R/S 3N1E21 Parcel Number ( s ) : S1121121151 , S1121110650 Project/ Plat Applicant : Civil Site Works Phone No . 2083365355 City/ County Agency : Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT S MOVADO WAY W OVERLAND RD E OVERLAND RD v � a) v> > o an ° c� 3 L Q O O Proposed Street Names : U Q o N a) Comments 1 S DEFIO WAY X 2 E FACETO ST X 3 S SPORTIVA WAY X E Use " E " and Dr . Change to E Sportiva Dr 4 PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Please replace S SPORTIVA WAY with E SPORTIVA DR Please add E OVERLAND RD and W OVERLAND RD for reference NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording . Codes / criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments . Page 1 of 1 an Q i E Overland Road Q _ E Overland Road ° I W Overland Road - o ° W Overland Road rt Uo AL r W Armga Dnve -{ i. ; Aga Drive` o E Esperanto Street id P� E €€ w a at N f � M o ; a o r , _ a W = EVacheromStreet 3 c¢.�1 S a a / y F " to Q Q c 0 _. � w rn NOh Arry Street ;I� > ties EBlueberry = Q JtoQ �i E Lane e: to W Blueberry Drive CO m °° iX )FallsLanre Collrt 9 W Silverking Street E Silverking : Lanei m 0lip W Silverking Court lip (90 �E Pewter Falls Street ° e O 0) 113 f E ' P�F00 c W PeppermintD. �o aio S PePPemNOT A PART i FaceUy S Peppercorn Q Place a° job E one Drive _ rs v m 0 ELe Coultre Street W TyOZeO ' C0`� 0 m ° v W �m m 3 a ° / NOT A PART sI rn 4 E Divide Pass Street r • _ 5; d LE N p (O (n py 2 � :tun) N � W Wagon Pass - street '� ` m Copper Point D Owl LErive E Copper Point Drive Ow c (n Q This map is made from data copyrighted by Ada County.Ada County shall net be fable for ADA COUNTY ASSESSOR Inaccuracies or misuse of this map. Maps / _�� Land Records Division bearing this disclaimer may be photocopied freely. ` Geographic Information Systems 1 inch = 400 feet However, use in any digital form requires the 190 E . Front Street, Ste. 107 written permission of Ada County. - Boise, ID 83702 MOVADO SUBDIVISION NO, 7 BOOK_, PAGE . LOCATED IN THE NE114 OF SECTION 21, SEE SHEET 2 OF 4 FOR T. 3 N., R. 1 E, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO PLAT NOTES LINE TABLE 1019 tjj14CNhI01 AND CURVE TABLE 21 Be mindful of where FASJQu , S O " Overland is referenced _ slvms-E tavar s due to E & W change _mow„ ,99 16 18 above Movado Sub No 11 22 07. Change to W MOVADO CREENS SVBorVI51QN Overland Rd . I M1 OG� 114, &C 17017 1N�/�D QCIA7WA(E KM SLoDMIDN Please add E 4verlandor T 115 HILL SSYIIIT( 57 M PoB SB9 13'1TE 788.69' PG J9, &C 3260 . � . . j� . . ._, . _ . . _ .. _ . . � . . 7 . .referencei i j 8 w0° y6T . rLsr� — LEGEND P90IIERTYBOLW6IAYLR/E kk 81 &O(X II 1 CURVE TABLE FASTING DEED OR LOT W)E nwvP IFN'CT)1 nFl TA AAYF BAArI Nun x«Br n QIITFRLWE k Z J tzy� 4 1y. s yy 6 1 SECUOML LINE CE LAMHK IIJW 6 2' 10000' S B'25iG' E 1J0.69' L LOT UNE H. T 40°0 3 ° T4 W l]J 18G51 36°II ffl 575•IT42 E 291.71 7WIJITC Al f0 n I C14 1]iSV' el °76w 123.50 N49.2S05' W 161.41' 91S I4))1 - — � \', . - I I �- ^ N4 1711' J).M AOT 1 j — —'--- GHAL cuinxIthir J° so s s ss • F i AS Iu)1 WpT 40N 6Q lY 1 CI6 71.91 5°1325 J50.00 510.3026• E ll. I �aN�•IYlrw Q NBilTlr 2129T & 11 P6! H9T. Na EASEl1EAT C17 TMSFI S•IT16 3m.00 5W43'SI' E 31. I I a a45BIlITE 7 I6 dB 31.91 ' S•tJ'Z6' 10.00' S10'S IB E J1.9P i $ LSY—dam - � Y I% 1 ZERO LOT LINE 31.91, 4260 h 83'U,rW 1]465 Im O EOlA/0 '.\)8' REBAR AShATEU °I ' 7 .CO 1 I sMutT Y '� �� QI II. 1 5°I 50. LINE TABLE I [$5, I F �• 11 6 I� 1 TOUNDALLRIMAVW IIONWV[r 0 ai6'. i 1. Nit 1 ' V 3 . RING D S 1 4 \ 1� t FOUND BRASS O1➢ NOWM£7(T r °i 5 7MS l' too Ott _ 1 ®r SyVfrry lass llr ,I 1a ' 6 90' I '49' 12 .50 II a° 8�19 y LS 45.45H 2 . 0 • SET S/8' RF&IyCAP S� 4' 4' L6 NH°173 ' W 2B.I9 I ` I �I� — \ 9 O 1� I'�1e' 1' SET I/?' REI1A&rAP e ! i W L] 01 1'S1 W l S § � I SR•479rW lI2N nn tl i ; ® CALCUTATEDPOINT O 1 . 5' 36° i'75' 14W50 525'4742' I1.05 !B 04 5 I W I 3 Ql a 11i1 Q Z Net p,rE IN90 1 PoB Poff(i OfIYGfHMhG ] '49 'f 1 \ LOTNUAiER CJY !OB 1!"w SY S ° tl 6 J061 S1ty53TW It0.61' c\ 10 � I7_ C4 O.Oi' 1 ° 1 ' I ' S0.9 :0'41 0 ' 2D7' S 0'5 49•J 6 .6'S1 � ., C41 1801 9=IOT S IS'�'S6' E t19D1 \ H 9° S 4 5 )).4p) Q, y4 � °., \ Ci5 J84?2br SS r IB' E 38.N 511' uCLM4[a� Cwwl OtEz4iIXrAM wfxrEu\¢ CIl 4° 94 CwY`NNE Ci8 3&01' 4°1IV) S41 °J739' F JS. Si { C49 I.BS 0°J7'4]' i9B.S0' xI { I` Q11 A �, Y1 \t66T \,4^• j� `VgLOI ` ,'\ S4J• S I.BS'Cv 5n CRAWFORDPACESU rV757ON C5o ° a1 N4J Ib ' C51 4195' 4J1S ek SW . 60i$0 Nil •72'J4' W 97.9/' 02 4609' 9•IV15' 60&SO' N7TW'S5' W 96. \ W 1'6� ` �2 Q fyW ` \ 65 46.86' °2445• 6 50' NIe°20'40 YI 977 ' (J\'44 56`•j1 `� 48' ° 2.35 609.So' % ZJ•SiYY / 46.flS \ \ Z 6 l4 G �.� \\\ 1 ' °18'14 1 °lo'H 4 . 6 ,0V `� \, C5B 46.52' 4•I2'49' 6lHSd N10°59'IJ' W 46.51' `\ '\% C59 47 4•25'W ' 0' V 47.0 PO'7ADO SUBD1Y151ON W. 2 \ `\\ Q p SN•9(N z� 15 p ` \,\ \ • 11; &C 16J&3 a\ ^7 O 0 fiat" >� ti \'. 76 B [� }� b� 17 J &, ( SLR I i e zq 9 ey6 y ca °' t3' 4f0 b I i �8 1 a, o \ 14221 I b � i Q, s� lD sA cP '6� DdP1 WAt�O ep + s SURVEYORS NARRATIVE lye I '� kl• J'�' &COc 12 i �es 2030 S, WASHINGTON AVE, EMMET7; ID 83617 SCALE (208) 398-8104 w 4 t6 w w FAX (208) 398-8105 cw cnaNu j' j Sfrn0Y 11 I FEET I oarnll-,ass4 1 wn / IFt Load SU��cy�,7�. LLG WWW.54WTO0THLS.COM a: 1 OF4 9/1019 IYF! at 19191 1913f-✓4' PUT NOTES MOVADO SUBDIVISION NO, 7 BOOK _, PAGE_ rAS0A9'(fIYMIMNYvrGTP/sAM AAorA/YlvAw.� a A MAY°n1A.'Aao7AMYlAACA rm7,d AeECv A LOra MAmpnawrrd LOCATED IN THE NE114 OF SECTION 211 •MLAa''I"�'ED''u'"o PE'� nE WTOMWA, LYPTY, T. 3 N., R. 1 E., B. 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WA5HINGTONAVE, ° %I r�f F1G)fr � � '- � _ _ �__ � S7W 109. a ci£ �IE CRM �. r�� 'ta.. s\��sr� so EMMETT, ID 83617 a , '4r, �< �i (208) 398118104 NOVADOIPJWN ONhO ;� r 1' y 14221 SCALE AjEoor FAX (208) 398.8105 IIIIIII Pa114 BK �\ A {0 `3 � o m a p Use " E " pre- " >e � oe ro>n�� Lord.! ui veyi7q L W. LG WWSAWTOOTHLSCOM L directional . Change ^µ •FEET )° " lOF! 1�1W"19 IYFJ C7 1919! 1919iar to E Sportivo Dr Street Name Evaluation Response Sheet Subdivision/lurisdittion : Movado Sub No 07/Meridian Representatives : Comments 1 Ada County Assessor Approved with Comments Don 't hear sound -alike . Streets should keep Meridian grid of E/S 2 Ada County Sherrif Approved with Comments Is Defio/Daffodil sound-alike ? Defer to Boise/Meridian/ ACHD on pre- directionals 3 ACHD Approved with Comments _E/S sounds okay to me . 4 Ada County Development Services OK w/ Meridian pre-directionals ( E/S ) . E Overland Rd Approved with Comments and W Overland Rd should be on plat 5 City of Meridian Approved with Comments Agree on using E/S . Don ' t hear Defio/ Daffodil sound -alike 6 Meridian Fire No Response/ Defer 7 8 9 Movado Estates Residential Community Project Amenities With this development, a significant amount is invested in this property and a properly planned amenity package is critical to our success . We have researched , interviewed focus groups and followed the city ordinance to plan the most beneficial amenities for this area and development . The amenity package is as follows : • Landscaped Open Space : Movado Estates exceeds Meridian ' s Common Open Space requirements with a total of 15 % . o Total open space . 15 . 41 acres o Required open space : 10 . 27 acres • The Village Community Center • Movado Community Park : o Open Fields o Playground — the Community Park is designed with a robust playground area consisting of a climbing dome , swing set, tot lot play structure , park benches and a walking pathway . • Movado Community Center . o Pool o Pool Clubhouse o Parking Lot • Movado Natural Athletic Park o Climbing Boulder/ Knob o 6 ' High Berm with Boulders and Ground Cover o Tunnel Under Pathway o 2 Play pits o Log Walk/ Balance with Log Stump Jump o Log Bridge with Log Crawler/ Climber • Movado Neighborhood Park : o Open Field o Playground — the Neighborhood Park has similar features as the Community Park but is located closer to the homes in this area of the community so children and parents will not have to travel too far to access the playground . The playground includes a climbing dome , swing set, tot lot paly structure , park benches and a walking pathway around the playground . o Water Feature • Picnic Areas • Regional and Neighborhood Pathways : o Regional Pathway along the Five Mile Canal as indicated in the City of Meridians Comprehensive Plan Regional Pathways . o Footbridge over the Ridenbaugh Canal for the Reginal Pathway . o Neighborhood Internal Pathways to connect existing pathways through our development . Movado Estates — Phase 213 Final Plat DevCo LLC, Real Estate Development Page 2 Movado Community Common Landscaping 1 i I t i i r� I Movado Estates — Phase #7 Final Plat DevCo LLC, Real Estate Development Page 3 t At , t) _ - � 71 }} L _> - - 1 [ - IV ' _ . K ' S �.`- - - r . .14 ' - i • ' - - -�. _ r... %Cri -'. AAA 'RIM Phase Location k' - k y , rrIt dIf is IL f £ -� t ' r' a r --z` Ph gg 7 tV ff to I IS ION .. - IIIII'It,_ s INDIA .- k Ilk rr , . ttItIt ' 1 . AIL 411. ' 1� r It, At It _ . . ) x IFlit i INA s a, it Ok 410 •. _ . . � _ _ y . 44 It r ' --r t+ ° . s e e �. : 1 ,n c a , - -- 3ttop ! 1 k � 1 IA _ r Movado Estates — Phase # 7 Final Plat DevCo LLC, Real Estate Development Page 5 STORM DRAINAGE REPORT AND CALCULATIONS FOR MOVADO SUBDIVISION NO , 7 MERIDIAN , IDAHO \otter, \GENS . V PREPARED BY : 4 16970 CORINNE M GRAHAM , PE s�9 _ 2 v - 1 9 o September 26 , 2019 OF10 �P NNE M . GFL csw G 1 \/ 1 L S ITE w o R K S 921 S . ORCHARD STREET, SUITE 200 BOISE , ID 83705 ( 208 ) 946 - 3874 cgraham@cswengineering . com INTRODUCTION The existing 10 . 67 - acre site for the proposed Movado Subdivision No . 7 is currently vacant ground . The proposed development includes 60 single family residential lots , 9 common lots , and associated public roads , landscaping, and utilities . HISTORIC DRAINAGE The existing project site sits southwest of the intersection of E . Overland Road and S . Cloverdale Road and north of 8 Mile Creek . Historically the site drains from northeast to southwest to 8 Mile Creek . Surficial soils are comprised of lean clays , silt, and silty sand . At depths of & 8 feet, free draining sand and gravels were encountered during geotechnical exploration . Groundwater was not encountered at depths up to 14' nor has groundwater been observed over several years in piezometers that were installed on site or during construction of stormwater facilities in previous phases . Because of the presence of free draining materials and the depth to groundwater, the site is suitable for the use of infiltration facilities . PROPOSED DRAINAGE The storm drainage calculations and design for the proposed improvements are intended to meet the requirements of ACHD ' s storm water policy . Storm water facilities are designed to store and treat runoff from a 100 -year storm event and to pretreat the water quality volume defined as the 80t" percentile storm event . Storm water runoff from 45 ' behind the sidewalk, including residential driveways , will be conveyed to the public stormwater system to be owned and maintained by ACHD . Remaining lot drainage will be contained within individual lots . Storm water runoff is conveyed via curb and gutter to drain inlets within the roadway then piped to four underground seepage beds where it is treated and finally infiltrated . Storm drain manholes with a 2 foot sump will be installed to provide pre -treatment for the water quality event . APPENDICES • Drainage Basin Map • Storm Drainage Calculations • Project Geotechnical Report 1 BASIN # 1 1 BASIN # 2 � I I BASIN # 3 ♦ 4e moo I BASIN # 4 ftft moo00 csol CIVIL SIT E W O R K 8 75 0 75 150 -7 804 W . RICHMOND STREET MOVADO SUBDIVISION NO . / BOISE , ID 83706 DRAINAGE BASIN MAP SCALE: 1 " = 150 ' Ph : ( 208 ) 946 - 3874 cgraham@cswengineering . com Prepared By : Corinne Graham , PE CSW September 25 , 2019 C IVI IL S ITE W O R K S Movado Subdivision No . 7 Storm Drainage Calculations ACHD Basin Characteristics C Values Impervious = 0 . 90 Landscape = 0 . 20 Basin # 1 Basin # 2 Basin # 3 Basin #4 Total Area ( SF ) 60560 70535 76904 64411 Roadway Area ( SF ) 16483 26372 22084 17182 Sidewalk Area ( SF ) 4544 6422 6355 5275 House/ Driveway Area ( SF ) 22463 24463 30600 27150 Landscape Area ( SF ) 17071 13279 17865 14804 C Value . 0 . 70 0 . 77 0 . 74 0 . 74 Catch Basin Calculations CB # 1A CB # 2A CB # 3A CB #4A Total Area ( SF ) 33096 48194 51750 59967 Roadway Area ( SF ) 9100 12821 15679 13845 Sidewalk Area ( SF ) 2351 3550 4478 4301 House/ Driveway Area ( SF ) 11625 21275 20400 27150 Landscape Area ( SF ) 10020 10548 11193 14671 C Value : 0 . 69 0 . 75 0 . 75 0 . 73 ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE : This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer' s calculation methodology. These calculations shall establish a minimum requirement. The Engineer' s methodology must result in facilities that meet or exceed these calculations in order to be accepted . Steps for Peak Discharge Rate using the Rational Method calculated for post-development Calculate Post- Development Flows ( for pre - development flows, increase number of storage facilities to create new tab ) User input in yellow cells . 1 Project Name ACHD Basin # 1 2 Is area drainage basin map provided ? YES (map must be included with stormwater calculations) 3 Enter Design Storm ( 100 -Year or 2S -Year With 100-Year Flood Route ) 100 4 Enter number of storage facilities ( 25 max) 1 Click to Show More Subbasins ❑ Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 10 5 Area of Drainage Subbasin ( SF or Acres ) SF 16, 483 41544 22,463 17, 071 Acres 1 . 39 6 Determine the Weighted Runoff Coefficient ( C ) 0 . 90 0 . 90 0. 90 0. 20 C= [ ( C1xA1 ) + ( C2xA2 ) + ( CnxAn ) ] /A Weighted AvgJ 0 . 70 7 Calculate Overland Flow Time of Concentration in Minutes ( Tc ) or use default User Calculate 10 min 10 Min. Estimated Runoff Coefficients for Various Surface Type of Surface Runoff Coefficients "I 8 Determine the average rainfall intensity ( i ) from IDF Curve based on i 2 , 58 2 . 58 in r Business Downtown areas 0. 70-0 .95 9 Calculate the Post- Development peak discharge ( QPeak ) Qpeak 2 , 52 2 , 52 cfs Urban neighborhoods O. So-0 . 70 Residential Single Family 0. 35-0 . 50 10 Calculate total runoff vol ( V) (for sizing primary storage ) V 31376 31376 ft Multi-family 0. 60-0 . 75 V = CI (Tc= 60)Ax3600 Residential ( rural ) 0. 25-0 .40 11 Calculate Volume of Runoff Reduction Vrr Apartment Dwelling Areas 0. 70 Enter Percentile Storm I (95th percentile = 0 . 60 in ) 80th 0.34 in Industrial and commercial Light areas 0. 80 Enter Runoff Reduction Vol ( 9Sth Percentile=0 . 60- in x Area x C) Vrr 11196 1, 196 ft' Heavy areas 0.90 12 Detention : Approved Discharge Rate to Surface Waters ( if applicable) 0. 00 cfs Parks, Cemeteries 0. Playgrounds 0.20-0 .0-0 . 35 5 Railroad yard areas 0.20-0 .40 13 Volume Summary Unimproved areas 0. 10-0 . 30 Surface Storage : Basin streets Basin Forebay V 338 ft' Asphalt 0.95 Concrete 0.95 Primary Treatment/Storage Basin V 31039 ft' Brick 0.95 Subsurface Storage Roofs 0. 95 In Common Lot - No Sediment Factor Req ' d V 31376 31376 ft' Gravel 0.75 Fields : Sandy soil Soil Type Slope A B C D Flat: 0-2% 0.04 0.07 0. 11 0, Average : 2- 6% 0.09 0. 12 0. 15 0. Steep : >6% 0. 13 0 . 18 0. 23 0. Adapted from ASCE C :\Users\cgrah\ Dropbox\Projects\ 18048 Movado Subdivision\ Reports\Storm Drainage\ACHD_SD_CALCS 9/25/2019, 8 : 42 PM Version 9 . 0, December 2016 ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers NOTE : This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement . The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted . Note this spreadsheet pulls information from the " Peak QV" tab Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new tab) User input in yellow cells . 1 Project Name ACHD Basin #1 2 Enter number of Seepage Beds (25 max) 1 3 Design Storm 100 4 Weighted Runoff Coefficient C 0 . 70 Link to : L0,v 5 Area A (Acres) 1 . 39 acres Q V TR55 6 Approved discharge rate ( if applicable) 0.00 cfs I ' 7 Design Volume V 31376 3, 308 ft3 1st Hour of Drainage 68. 75 8 Set Total Design Width of All Drain Rock W 15 .0 ft 9 Set Total Design Depth of All Drain Rock D 10 . 0 ft Rock Only, Do Not Include Filter Sand Depth or Cover 10 Void Ratio of Drain Rock Voids 0 .4 0 .4 for 1 . 5 "4' drain rock and 3/4" Chips 11 Design Infiltration Rate (8 in/hr max) Perc 1.00 in/hr 12 Size of WQ Perf Pipe ( Perf 180°) Dia pipe 18 in 13 Size of Overflow Perf Pipe ( Perfs 3601), REQD if Q100>3. 3 cfs in 14 Calculate Total Storage per Foot Spf 60. 2 ft3/ft Spf=Apf=WxD-APerf_P;PexVoids+ 1/2 Perf_Area 15 Calculate Design Length L 55 55 ft Override Value Required for Chambers 16 Variable Infiltration Window L SWL 55 ft 17 Variable Infiltration Window W SWW 15 .0 ft 18 Time to Drain 43 .3 hours 90% volume in 48-hours minimum 19 Length of WQ & Overflow Perf Pipes 55 ft 20 Perf Pipe Checks. Qperf >= Qpeak; where Qperf=CdxAxd ( 2xgxH ) I Optional Storage Chambers Note : This assumes chambers are organized in a rectangular layout. 1-StormTech, 1 Type of Chambers SC740 2 Volume to Store V 0 ft3 3 Installed Chamber Width CW 4. 25 ft Installed Chamber Depth Cd 2. 50 ft Installed Chamber Height Ch 7. 12 ft 4 Chamber Void Factor 5 Chamber Storage Volume, Without Rock, Per Manuf 45 .90 ft3/Unit 6 Chamber Storage Volume, With Rock, Per Manuf 74.90 ft3/Unit 7 Total Number of Units Required 0 ea 8 Area of Infiltration Aperc ft2 9 Volume Infiltration Vperc 0 ft3/hr 10 Time to Drain hours 90% volume in 48-hours minimum MMMMJ C :\Users\cgrah\ Dropbox\Projects\18048 Movado Subdivision\Reports\Storm Drainage\ACHD_SD_CALCS 9/25/2019, 8 :42 PM Version 9 . 0, December 2016 ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE : This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted . onal 'Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new - - - User input in yellow cells. 1 Project Name ACHD Basin #2 2 Is area drainage basin map provided ? YES (map must be included with stormwater calculations) 3 Enter Design Storm ( 100-Year or 25-Year With 100-Year Flood Route ) 100 4 Enter number of storage facilities ( 25 max) 1 Click to Show More Subbasins ❑ Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 10 5 Area of Drainage Subbasin (SF or Acres) SF 26,372 61422 24,463 13, 279 Acres 1.62 6 Determine the Weighted Runoff Coefficient ( C) 0.90 0. 90 0.90 0.20 C= [ ( C1xA1) + ( C2xA2) +( CnxAn) )/A Weighted AvgJ 0.77 7 Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default User calculate 10 min 10 Min. Estimated Runoff Coefficients for Various Surfac, Type of Surface Runoff Coefficients "I 8 Determine the average rainfall intensity Business g ty ( i ) from IDF Curve based on i 2.58 2. 58 in r Downtown areas 0.70-0.95 9 Calculate the Post- Development peak discharge (QPeak) Qpeak 3. 21 3 . 21 cfs Urban neighborhoods 0. 50-0 .70 Residential Single Family 0.35-0 .50 10 Calculate total runoff vol (V) (for sizing primary storage) V 4,299 4,299 ft Multi-family 0.60-0.75 V = CI (Tc=60)Ax3600 Residential (rural) 0.25-0.40 11 Calculate Volume of Runoff Reduction Vrr Apartment Dwelling Areas 0.70 Enter Percentile Storm I (95th percentile = 0. 60 in ) 80th 0.34 in Industrial and Commercial Light areas 0.80 Enter Runoff Reduction Vol ( 95th Percentile=0. 60-in x Area x C) Vrr 11523 1, 523 ft' Heavy areas 0.90 12 Detention : Approved Discharge Rate to Surface Waters ( if applicable) 0.00 cfs Parks, Cemeteries 0.10-0.25 Playgrounds 0. 20-0.35 Railroad yard areas 0. 20-0.40 13 Volume Summary Unimproved areas OAO0 0 .30 Surface Storage : Basin Streets s Asphalt 0.95 Basin Forebay V 430 ft Concrete 0.95 Primary Treatment/Storage Basin V 31869 fe Brick 0.95 Subsurface Storage Roofs 0.95 In R/W - 25% Sediment Factor Required V 51374 5, 374 ft' Gravel 0.75 Fields: Sandy soil Soil Type Slope A 8 C D Flat: O-2% 0.04 0.07 o.il 0. Average : 2-6% 0.09 0. 12 0. 15 0. Stee :>6% 0. 13 0. 18 0.23 0. Adapted from ASCE C :\Users\cgrah\Dropbox\Projects\ 18048 Movado Subdivision\Reports\Storm Drainage\ACHD_SD_CALCS 9/25/2019, 8 :42 PM Version 9 .0, December 2016 ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers NOTE : This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer' s calculation methodology. These calculations shall establish a minimum requirement . The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted . Note this spreadsheet pulls information from the " Peak Q,V" tab Calculate Post-Development Flows (for pre- development flows, increase number of storage facilities to create new tab) User input in yellow cells . 1 Project Name ACHD Basin #2 2 Enter number of Seepage Beds (25 max) 1 3 Design Storm 100 4 Weighted Runoff Coefficient C 0 .77 Link to: LQV (2) QV TR55 —I 5 Area A (Acres) 1 . 62 acres 6 Approved discharge rate ( if applicable) 0.00 cfs 7 Design Volume V 51374 51374 ft' 8 Set Total Design Width of All Drain Rock W 10.0 ft 9 Set Total Design Depth of All Drain Rock D 8.0 ft Rock Only, Do Not Include Filter Sand Depth or Cover 10 Void Ratio of Drain Rock Voids 0.4 0.4 for 1 . 5 "-2 " drain rock and 3/4" Chips 11 Design Infiltration Rate ( 8 in/hr max) Perc 1 .00 in/hr 12 Size of WQ Perf Pipe ( Perf 180° ) Dia pipe 18 in 13 Size of Overflow Perf Pipe ( Perfs 360"), REQD if Q100>3 . 3 cfs in 14 Calculate Total Storage per Foot Spf 32 . 2 ft3/ft Spf=Apf=WxD-Aperf_Pip, xVoids+ 1/2 Perf—Area 15 Calculate Design Length L 168 168 ft Override Value Required for Chambers 16 Variable Infiltration Window L SWL 168 ft 17 Variable Infiltration Window W SWW 10.0 ft 18 Time to Drain 34. 5 hours 90% volume in 4&hours minimum 19 Length of WQ & Overflow Perf Pipes 168 ft 20 Perf Pipe Checks , Qperf >= Qpeak; where Qperf=CdxAxJ( 2xgxH ) Optional storage Chambers Note : This assumes chambers are organized in a rectangular layout. MtormTech, 1 Type of Chambers SC740 2 Volume to Store V 0 ft3 3 Installed Chamber Width Cw 4. 25 ft Installed Chamber Depth Cd 2 . 50 ft Installed Chamber Height Ch 7 . 12 ft 4 Chamber Void Factor 5 Chamber Storage Volume, Without Rock, Per Manuf 45 .90 ft3/Unit 6 Chamber Storage Volume, With Rock, Per Manuf 74.90 ft'/Unit 7 Total Number of Units Required 0 ea 8 Area of Infiltration Aperc ftz 9 Volume Infiltration Vperc 0 ft3/hr 10 Time to Drain hours 90% volume in 4&hours minimum C :\Users\cgrah\Dropbox\Projects\18048 Movado Subdivision\Reports\Storm Drainage\ACHD_SD_CALCS 9/25/2019, 8 : 42 PM Version 9. 0, December 2016 ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted . 17 T Steps for Peak Discharge Rate using the Rational Method calculated for post-development Calculate Post- Development Flows ( for pre - development flows, increase number of storage facilities to create new tab) User input in yellow cells . 1 Project Name ACHD Basin #3 2 Is area drainage basin map provided ? YES (map must be included with stormwater calculations) 3 Enter Design Storm ( 100-Year or 25-Year With 100-Year Flood Route ) 100 4 Enter number of storage facilities ( 25 max) 1 Click to Show More Subbasins ❑ Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 10 5 Area of Drainage Subbasin (SF or Acres ) SF 22, 084 61355 30,600 17, 865 Acres 1 . 77 6 Determine the Weighted Runoff Coefficient ( C) 0.90 0 . 90 0.90 0. 20 C= [( C1xA1 )+( C2xA2)+ ( CnxAn) ]/A Weighted AvgJ 0.74 7 Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default User calculate 10 min 10 Min. Runoff Coefficients for Various Surfac, Type of Surface Runoff Coefficients "t 8 Determine the average rainfall intensity Business g ry ( i ) from IDF Curve based on i 2. 58 2.58 in r y Calculate the Post- Development peak discharge (QPeak) nn Downtown areas 0. 70-0 .95 speak 3.36 3 . 36 Cf5 Urban neighborhoods 0.50-0 .70 Residential Single Family 0. 35-0.50 10 Calculate total runoff vol (V) (for sizing primary storage ) V 41499 41499 ft Multi-family 0.60-0.75 V = Ci (Tc=60)Ax3600 Residential (rural ) 0. 25-0 .40 11 Calculate Volume of Runoff Reduction Vrr Apartment Dwelling Areas 0.70 Enter Percentile Storm I (95th percentile = 0. 60 in ) 80th 0.34 in Industrial and Commercial Light areas 0.80 Enter Runoff Reduction Vol (95th Percentile=0. 60-in x Area x C) Vr, 10593 11593 ft' Heavy areas 0.90 12 Detention : Approved Discharge Rate to Surface Waters ( if applicable) 0.00 cfs Parks, Cemeteries 0.10-0.25 Playgrounds 0.20-0 .35 Railroad yard areas 0. 20-0 .40 13 Volume Summary Unimproved areas 0. 10-0 .30 Surface Storage : Basin Streets Basin Forebay V 450 ft' Asphalt 0.95 Concrete 0.95 Primary Treatment/Storage Basin V 4,049 ft' Brick 0.95 Subsurface Storage Roofs 0.95 In Common Lot No Sediment Factor Req ' d V 41499 4, 499 ft' Gravel 0.75 Fields : Sandy soil Soil Type Slope A B C D Flat: O-2% 0.04 0.07 0.11 0. Average : 2-6% 0.09 0. 12 0. 15 0. Stee : >6% 0. 13 0. 18 0.23 0. Adapted from ASCE C :\Users\cgrah\Dropbox\Projects\18048 Movado Subdivision\ Reports\Storm Drainage\ACHD_SD_CALCS 9/25/2019, 8 :42 PM Version 9 .0, December 2016 ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers NOTE : This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer' s calculation methodology. These calculations shall establish a minimum requirement . The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted . Note this spreadsheet pulls information from the " Peak QV" tab Calculate Post- Development Flows (for pre- development flows, increase number of storage facilities to create new tab) User input in yellow cells . 1 Project Name ACHD Basin #3 2 Enter number of Seepage Beds (25 max) 1 3 Design Storm 100 4 Weighted Runoff Coefficient C 0 .74 Link to : L04v QV TR55 5 Area A (Acres) 1 . 77 acres 6 Approved discharge rate ( if applicable ) 0 . 00 cfs 7 Design Volume V 41499 4,408 ft' 1st Hour of Drainage 91 . 25 8 Set Total Design Width of All Drain Rock W 15 .0 ft 9 Set Total Design Depth of All Drain Rock D 10.0 ft Rock Only, Do Not Include Filter Sand Depth or Cover 10 Void Ratio of Drain Rock Voids 0 .4 0.4 for 1 . 5 "-2 " drain rock and 3/4" Chips 11 Design Infiltration Rate (8 in/hr max ) Perc 1 .00 in/hr 12 Size of WQ Perf Pipe ( Perf 1800 ) Dia pipe 18 in 13 Size of Overflow Perf Pipe ( Perfs 3600), READ if Q100>3 . 3 cfs in 14 Calculate Total Storage per Foot Spf 60.2 ft3/ft Spf=Apf=WxD-Aped P;PexVoids+ 1/2 Perf_Area 15 Calculate Design Length L 73 73 ft Override Value Required for Chambers 16 Variable Infiltration Window L SWL 73 ft 17 Variable Infiltration Window W SWW 15 .0 ft 18 Time to Drain 43 .S hours 90% volume in 48-hours minimum 19 Length of WQ & Overflow Perf Pipes 73 ft 20 Perf Pipe Checks. Qperf >= Qpeak; where Qperf=CdxAxV ( 2xgxH ) Optional storage Chambers Note : This assumes chambers are organized in a rectangular layout . MtormTech, 1 Type of Chambers SC740 2 Volume to Store V 0 ft3 3 Installed Chamber Width Cw 4. 25 ft Installed Chamber Depth Cd 2 . 50 ft Installed Chamber Height Ch 7. 12 ft 4 Chamber Void Factor 5 Chamber Storage Volume, Without Rock, Per Manuf 45 .90 ft'/Unit 6 Chamber Storage Volume, With Rock, Per Manuf 74.90 ft'/Unit 7 Total Number of Units Required 0 ea 8 Area of Infiltration Aperc ftz 9 Volume Infiltration Vperc 0 ft3/hr 10 Time to Drain hours 90% volume in 48-hours minimum C :\Users\cgrah\Dropbox\Projects\18048 Movado Subdivision \Reports\Storm Drainage\ACHD_SD_CALCS 9/25/2019, 8 :42 PM Version 9 . 0, December 2016 ACHD Calculation Sheet for Finding Peak Discharge/Volume = Rational Method NOTE : This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted . ;Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name ACHD Basin #4 2 Is area drainage basin map provided ? YES (map must be included with stormwater calculations) 3 Enter Design Storm ( 100-Year or 25-Year With 100-Year Flood Route ) 100 4 Enter number of storage facilities ( 25 max) 1 Click to Show More Subbasins ❑ Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 10 5 Area of Drainage Subbasin (SF or Acres) SF 17, 182 51275 27, 150 14,804 Acres 1.48 6 Determine the Weighted Runoff Coefficient ( C) 0.90 0. 90 0.90 0. 20 C= [( C1xA1) + ( C2xA2) + ( CnxAn) ]/A Weighted AvgJ 0.74 7 Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default User calculate 10 min 10 Min. Runoff Coefficients for Various Surf ac, Type of Surface Runoff Coefficients "t 8 Determine the average rainfall intensity ( i ) from IDF Curve based on i 158 2. 58 in r Business 9 Calculate the Post- Development peak discharge ( QPeak ) Downtown areas 0.70-0 .95 Qpeak 2.82 2. 82 cfs Urban neighborhoods 0.50-0 .70 Residential SO 10 Calculate total runoff vol ( V) (for sizing primary storage) V 31777 31777 ft Single Family 0.35-0 . Multi-family 0. 60-0 .7575 V = Ci (Tc=60)Ax3600 Residential ( rural) 0. 25-0 .40 11 Calculate Volume of Runoff Reduction Vrr Apartment Dwelling Areas 0.70 Enter Percentile Storm I (95th percentile = 0. 60 in ) 80th 0.34 in Industrial and Commercial Light areas 0.80 Enter Runoff Reduction Vol (95th Percentile=0.604 x Area x C) Vrr 11338 1,338 ft' Heavy areas 0.90 12 Detention : Approved Discharge Rate to Surface Waters (if applicable) 0.00 cfs Parks, Cemeteries 0.10-0.25 Playgrounds 0.20-0. 35 Railroad yard areas 0.20-0.40 13 Volume Summary Unimproved areas 0. 10-0 .30 Surface Storage : Basin Streets s Basin Forebay V 378 ft Asphalt 0.95concrete 0.95 Primary Treatment/Storage Basin V 31399 W Brick 0.95 Subsurface Storage Roofs 0.95 In Common Lot - No Sediment Factor Required V 31777 31777 ft' Gravel 0.75 Fields: Sandy soil Soil Type Slope A JBIC D Flat: O-2% 0. 11 0. Average: 2-6% 0. 15 0. Steep:>6% 0 . 23 0. Adapted from ASCE C :\Users\cgrah\Dropbox\Projects\18048 Movado Subdivision\Reports\Storm Drainage\ACHD_SD_CALCS 9/25/2019, 8 :42 PM Version 9. 0, December 2016 ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers NOTE : This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement . The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted . Note this spreadsheet pulls information from the " Peak QV" tab Calculate Post-Development Flows (for pre-development flows, increase number of storage facilities to create new tab) User input in yellow cells. 1 Project Name ACHD Basin #4 2 Enter number of Seepage Beds (25 max) 1 3 Design Storm 100 4 Weighted Runoff Coefficient C 0 .74 Link to : QV (2) �1 5 Area A (Acres) 1 .48 acres QV TR55 6 Approved discharge rate ( if applicable) 0 .00 cfs 7 Design Volume V 31777 3, 700 ft3 1st Hour of Drainage 78 8 Set Total Design Width of All Drain Rock W 15 .0 ft 9 Set Total Design Depth of All Drain Rock D 10.0 ft Rock Only, Do Not Include Filter Sand Depth or Cover 10 Void Ratio of Drain Rock Voids 0.4 0.4 for 1. 5 "-2 " drain rock and 3/4" Chips 11 Design Infiltration Rate ( 8 in/hr max ) Perc 1 .00 in/hr 12 Size of WQ Perf Pipe ( Perf 1801) Dia pipe 18 in 13 Size of Overflow Perf Pipe ( Perfs 3601 ), REQD if Q100>3 . 3 cfs in 14 Calculate Total Storage per Foot Spf 60.2 ft3/ft Spf=Apf=WxD-APerf_P;PexVoids+ 1/2 Perf—Area 15 Calculate Design Length L 62 62 ft Override Value Required for Chambers 16 Variable Infiltration Window L SWL 62 ft 17 Variable Infiltration Window W SWW 15 .0 ft 18 Time to Drain 43 .0 hours 90% volume in 48-hours minimum 19 Length of WQ & Overflow Perf Pipes 62 ft 20 Perf Pipe Checks . Qperf >= Qpeak; where Qperf=CdxAxJ ( 2xgxH) i Optional Storage Chambers Note : This assumes chambers are organized in a rectangular layout. 1-StormTech, 1 Type of Chambers SC740 2 Volume to Store V 0 ft3 3 Installed Chamber Width Cw 4. 25 ft Installed Chamber Depth Cd 2 . 50 ft Installed Chamber Height Ch 7. 12 ft 4 Chamber Void Factor 5 Chamber Storage Volume, Without Rock, Per Manuf 45 . 90 ft3/Unit 6 Chamber Storage Volume, With Rock, Per Manuf 74. 90 ft3/Unit 7 Total Number of Units Required 0 ea 8 Area of Infiltration Aperc ft2 9 Volume Infiltration Vperc 0 ft3/hr 10 Time to Drain hours 90% volume in 48-hours minimum C :\Users\cgrah\Dropbox\Projects\18048 Movado Subdivision\Reports\Storm Drainage\ACHD_SD_CALCS 9/25/2019, 8 : 42 PM Version 9 . 0, December 2016 CAW01 . I S\V C iN/ 1 1� SITE W O R K S January 6 , 2020 City of Meridian 33 E . Broadway Ave . Meridian , ID 83642 RE : Movado Subdivision No . 7 Roadway Centerline Elevations To Whom It May Concern : I certify that all design street finish centerline elevations within Movado Subdivision No . 7 as shown in the stamped and signed subdivision improvement plans dated January 3 , 2020 are set a minimum of L (^ .. ... .. 1 .. .-. 1 L. .. . . .. L L. .. I.. : ._ L. .. .. L 1 .. L. I : .. I,. .. ..I I ..! . . . .. L .. .. I .. . . .. L : .. ._ LIIICC ICCL CIUUVC LIIC 1llgllCJL eJLdU11JIlCU IlUlIllal 8IUUIIUVVdLCI CICVdL1Ull . Respectfully , &JU % `Tn Corinne M . Graham , PE S \ONAL Principal � N8 i Q , 16970 Q�p ,9TF OF �NNe M . Gar 921 S . 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