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Development Application Transmittal Link to Project Application: Verado No. 4 FP H-2019-0132 Transmittal Date: 12-5-2019 Hearing Date: 1-21-2020 Assigned Planner: Sonya Allen To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. Hearing Date: January 21, 2020 File No.: H-2019-0132 Project Name: Verado Sub. No. 4 Request: Final Plat consisting of 74 building lots and 9 common lots on 9.09 acres of land in the R-15 zoning district, by C17, LLC. Location: The site is located at 3090 N. Locust Grove Rd., in the NW ¼ of Section 5, Township 3N., Range 1E. �ECEIVEn a NOV�19 2019 I I Planning C��fERJDIAN 1: g Division i DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY - Project name: V 7.' 0 d File number(s): '%O — © L 52 -- Assigned Plaimer: tvlqG- ,� l ( 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 IN Final Plat Applicant Information Applicant name: C17 LLC Phone: 208-8-336-5355 Applicant address: 4824 W Fairview Ave Email: Laren@congergroup.com City: Rnke State: Idaho Zip: 83706 Applicant's interest in property: ❑ Own ❑ Rent 121 Optioned ❑ Other Owner name: C4 Land LLC Owner address: 4824 W Fairview Ave Email: Phone: City: Boise State: Idaho Zip: 83706 Agent/Contact name (e.g., architect, engineer, developer, representative): Developer Firm name: DevCo Development LLC Phone: 208-336-5355 Agent address: 4824 W Fairview Ave Email: Larenpcongergroup.com City: Boise State: Idaho Zip: 83706 Primary contact is: ❑ Applicant ❑ Owner IlAgent/Contact Subject Property Information Location/street address: 3090 N LOCUST GROVE RD Township, range, section: 3N lE 05 Assessor's parcel number(s): S1105223041 Total acreage: 9.09 Zoning district: RUT Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.org/nlannine -1 Rev: (2/2/20182/7/2018) Project/subdivision name: Verado Phase 4 General description of proposed project/request: A Residential Neighborhood addition to the Verado Neighborhood of 74 lots. With a DA modification to add additional property to the Verado Proposed zoning district(s): R-15 Acres of each zone proposed: 9.09 Type of use proposed (check all that apply): IXResidential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? NMID Which irrigation district does this property lie within? NMII Primary irrigation source: NAM Secondary: City of Meridian 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: 74 Number of building lots: 74 Number of common lots: 9 Number of other lots: none Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2-3 bedrooms: Minimum square footage of structure (excl. garage): 4 or more bedrooms: Maximum building height: Minimum property size (s.f): 3,081 Average property size (s.f.): 3,573 Gross density (Per UDC 11-1A-1): 8.14 Net density (Per UDC 114A-1): 11.95 Acreage of qualified open space: 1.25 Percentage of qualified open space: 13 Rod_ Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Amenities provided with this development (if applicable): Regional Pathway, Dog park, Arterial Roadway Frontage Type of dwelling(s) proposed: IN Single-family Detached 11 Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: — Gross floor area proposed: Hours of operation (days and hours): Total number of parking spaces provided: Authorization Print applicant name: Laren Baj)ey Applicant signature:. Common lots: Other lots: Existing (if applicable): Building height: Number of compact spaces provided: Date: R— 1 f— 19 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.ore/planning -2- Rev: (2/7/2018) DEVCOLL, October 30, 2019 Mr. Caleb Hood, Planning Division Manager Planning Division City of Meridian 33 E. Broadway Ave., Suite 102 Meridian, Idaho 83642 RE: Verado No. 4 Final Plat Application Dear Mr. Hood: Attached for your review and favorable consideration is the Final Plat application for the Verado No. 4 Residential Community located in East Meridian on the corner of Ustick and Locust Grove roads. The Verado Subdivision No. 4 a 74 lot residential development. 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 MDA, AZ & PP (H-2018-0138) 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 or Laren Bailey at 208.336.5355 Sincerely, aren Bailey, MCRP, PMP Verado Phase 4 — Narrative and Summary of Applications DevCo LLC, Real Estate Development Page 1 DEVCOLL, Verado Phase 4 Residential Community — Narrative The site for the proposed Verado Phase 4 Community located in East Meridian on the corner of Ustick and Locust Grove roads. AS you can see from the map provided below this is the last piece of vacant land in the area, this project will be the final piece of the development puzzle and is the definition of infill development. This project will be a great addition to the prior two phases of the Verado Estates Neighborhood. With the close proximity to Eagle Road, homeowners will have quick access to abundant retail along Eagle Road including The Village at Meridian, the recently opened Boise Co -Op and amenities such as Kleiner Memorial Park and Settlers Park. Homeowners will also have easy access to Interstate 84 to the south and Chinden Blvd to the north. SUMMARY OF APPLICATIONS Verado Phase 4 Subdivision is a 74 -lot single-family residential community on 9.09 acres located on East Ustick Road in North East Meridian. Location Map Verado Phase 4 — Narrative and Summary of Applications DevCo LLC, Real Estate Development Page 2 DEVCOLLC PRELIMINARY PLAT APPLICATION Verado Phase 4 will be an addition to the very popular Verado Estates Subdivision that was approved in 2016. This newest phase is also a single-family residential community that will consist of 132 residential homes and will complete the development pattern in the area. SITE DESIGN: Verado Phase 4subject application) Acres of Development 9.09 Building Lots 74 Gross Density (Homes Per Acre) 6.5 • of Site Devoted to Residential Lot Coverage Area 68% • of Site Devoted to Landscape Common Areas 13.8% • of Site Devoted to Roads / Parking 18.1% Total 100.00% PROJECT AMENTIES: As the developer we have a large amount invested in this property and we have researched, interviewed homeowners and followed the city ordinance to plan the most productive amenities for this area and this development. The amenity package also meets the requirement of Meridian City Development Code Chapter 11-03, Subsection 7 which requires that the application have the single amenity of 10% required open space. We are proposing two additional amenities including a regional pathway extension and a neighborhood dog park. The existing phases of the Verado Development included a generously appointed park that includes playground equipment, lush landscaping, walking paths and seating areas. It is our feeling that providing another play ground so close by would not make sense. In listening to recent home buyers requests we have decided to include a fenced dog park and a large open play lawn area in this phase of the Verado Development. We will create a fenced area specifically designed for dog owners that will allow the residence of the Verado Neighborhood to exercise their dogs in a safe and secure environment. The large open play area will allow room for a soccer game or football practice. Verado Phase 4 — Narrative and Summary of Applications DevCo LLC, Real Estate Development Page 3 DEVCOLLc Existing Amenities (Verado phase 1 & 2): o Open Space ■ We have provided 10.5% Open Space and comply with the City Code requirement of 10.0% o Playground (4 amenities in one) ■ We constructed a half acre neighborhood park with a robust playground area consisting of a climbing dome, swing set, tot lot play structure, basketball court, park benches and a walking pathway around the park area. o Pathway ■ A regional pathway has been provided at the south end of the R-15 area and runs along the Finch Lateral. Proposed Amenities (Verado Phase 3 and 4): o Open Space -We are providing an additional 15.2% Open Space and comply with the City Code requirement of 10.0%. A large portion of the park will be an open grass play field suitable for soccer practice or football. o Dog Park -We have planned a grass +/- 6,500 sqft dog park with 5' tall wrought iron fencing, specialized K9 drinking fountain, waste disposal receptacles and seating areas. o Large Open Play Area -We have designed a +/- 20,000 sqft open grass play field suitable for soccer practice or football. o Pathway - A 10' regional pathway is being provided at the southeast corner of the project area and runs along the Finch Lateral. This portion of the lateral will be piped to allow for better access and use of the property which lies south of the ditch. Verado Phase 4 — Narrative and Summary of Applications DevCo LLC, Real Estate Development Page 4 DEVCOLL, RESIDENTIAL DESIGN Black Rock Homes will build the homes in the Verado Phase 4 Neighborhood. Verado Phase 4 is designed with 54 homes from our Urban Collection housing product. The Urban Collection has proven to be a very high demand housing product as can be witness by the success of several Meridian neighborhoods using this design including Solterra, Sovi, and the currently under construction, Verado Estates and Movado Greens. The Urban Collection lots consists of two housing products and is proposed for a R-15 zone (for dimensional standards only): • Single-family detached houses are two stories and range from 1,377 square feet to 1,850 square feet. • The two -attached single level townhouses will border the existing public streets on the north and west sides of the project. The townhouses were designed as single level and we have planned this product as an aesthetically pleasing housing product that is predominantly purchased by more mature empty nesters. Urban Collection Conceptual Elevations BED 4 NJJJ/ BED 3 DINING LIVING KITCHEN I BED 2 W.I.C. 2 -CAR GARAGE J W M. SUITE -----------------EDt 1 BLACKROCK 1e()Mf,s Verado Phase 4 — Narrative and Summary of Applications DevCo LLC, Real Estate Development Page 5 IL i REAL ESTATE DEVELOPMENT s DEVCOLL, CONCLUSION DevCo is respectfully requesting approval of the annexation, zoning and preliminary plat applications for 74 residential home sites located in North East Meridian. This project will provide quality, desirable homes and a minimum of two housing price points and densities while maintaining compatibility with Meridian City Codes as well as the surrounding properties. Thankyou Verado Phase 4 — Narrative and Summary of Applications DevCo LLC, Real Estate Development Page 7 Sawtooth Land Surveying, LLC ��wroor/� P: (208) 398-8104 P: (208) 398-8105 2030 5. Wa5hmgton Ave., Emmett, ID 83G 17 October 29, 2019 Verado Sub. No. 4 Boundary BASIS OF BEARINGS FOR THIS DESCRIPTION IS SOUTH 89044'57" EAST BETWEEN THE BRASS CAP MARKING THE NORTHWEST CORNER OF SECTION 5 AND THE BRASS CAP MARKING THE N1/4 CORNER OF SECTION 5, BOTH IN T. 3 N., R. 1 E., B.M., ADA COUNTY, IDAHO. A PARCEL OF LAND LOCATED IN GOVERNMENT LOT 4, OF SECTION 5, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND BRASS CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 5; THENCE SOUTH 89044'57" EAST, COINCIDENT WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4, OF SECTION 5, A DISTANCE OF 72.52; THENCE SOUTH 0015'03" WEST, 45.00 FEET TO A 5/8" REBAR PLS 14221 AND THE POINT OF BEGINNING; THENCE SOUTH 89044'57" EAST, PARALLEL WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4, OF SECTION 5, A DISTANCE OF 454.98 FEET TO A 5/8" REBAR PLS 14221; THENCE SOUTH 0015'03" WEST, 5.00 FEET TO A 5/8" REBAR PLS 14221 ON THE SOUTH RIGHT OF WAY OF W. USTICK RD.; THENCE SOUTH 89044'57" EAST, COINCIDENT WITH SAID SOUTH RIGHT OF WAY OF W. USTICK RD., 310.63 FEET TO A 5/8" REBAR PLS 14221 AND THE NORTHWESTERLY CORNER OF VERADO SUBDIVISION NO. 3, AS SHOWN ON FILE IN BOOK 116 OF PLATS AT PAGE 17627, ADA COUNTY RECORDS; THENCE SOUTH 0015'03" WEST, COINCIDENT WITH THE WESTERLY BOUNDARY OF SAID VERADO SUBDIVISION NO. 3, A DISTANCE OF 130.00 FEET TO A 5/8" REBAR PLS 14221; THENCE NORTH 89044'57" WEST, COINCIDENT WITH THE NORTHERLY BOUNDARY OF SAID VERADO SUBDIVISION NO. 3, A DISTANCE OF 25.86 FEET TO A 5/8" P:\2019\19376 -CM VERADO SUBDIVISION #4\Survey\Drawings\Descriptions\VERADO 4 BNDRY.docx Page 11 REBAR PLS 14221; THENCE SOUTH 0015'03" WEST, COINCIDENT WITH SAID WESTERLY BOUNDARY OF VERADO SUBDIVISION NO. 3 A DISTANCE OF 244.64 FEET TO A 5/8" REBAR PLS 14221; THENCE NORTH 89044'57" WEST, COINCIDENT WITH SAID NORTHERLY BOUNDARY OF VERADO SUBDIVISION NO. 3, A DISTANCE OF 251.00 FEET TO A 5/8" REBAR PLS 14221; THENCE SOUTH 0015'03" WEST, COINCIDENT WITH SAID WESTERLY BOUNDARY OF VERADO SUBDIVISION NO. 3, A DISTANCE OF 66.00 FEET TO A 5/8" REBAR PLS 14221; THENCE NORTH 89044'57" WEST, COINCIDENT WITH SAID NORTHERLY BOUNDARY OF VERADO SUBDIVISION NO. 3, A DISTANCE OF 61.00 FEET TO A 5/8" REBAR PLS 14221; THENCE SOUTH 0015'03" WEST, COINCIDENT WITH SAID WESTERLY BOUNDARY OF VERADO SUBDIVISION NO. 3, A DISTANCE OF 146.67 FEET TO A 5/8" REBAR PLS 14221 ON THE NORTH BOUNDARY OF CHAMBERLIN ESTATES SUBDIVISION NO. 2, AS SHOWN ON FILE IN BOOK 74 OF PLATS, AT PAGE 7619, ADA COUNTY RECORDS; THENCE NORTH 8903845" WEST, COINCIDENT WITH SAID NORTH LINE OF CHAMBERLIN ESTATES SUBDIVISION NO. 2, 460.05 FEET TO A 5/8" REBAR PLS 14221; THENCE NORTH 0024'40" EAST, PARALLEL WITH THE WEST LINE OF SAID GOVERNMENT LOT 4, OF SECTION 5, A DISTANCE OF 562.22 FEET TO A 5/8" REBAR PLS 14221; THENCE NORTH 46039'25" EAST, 42.43 FEET TO THE POINT OF BEGINNING. ABOVE DESCRIBED PARCEL CONTAINS 9.086 ACRES MORE OR LESS. P:\2019\19376 -CM VERADO SUBDIVISION #4\Survey\Drawings\Descriptions\VERADO 4 BNDRY.docx Page 12 SOMMERRELD SUMMON NO. I BOOK 65, PAGE 6626 aASIS OF BMW 31 32 5 11 T. N. 4N. I E. --T — 589-4457-E 205�40 32� --- — -- 6 r. 3 N., It I E. 5W 5* v, muse WWROAD 9ryPOO SA4.98 __—________589°44'57"E 89- .63' !f=1�0 to ti 1 13 L2 VERADO SUBOMSION NO. 3 C, C, WOK 116, PAGE 17627 fl 78-9 W97:7 39775F Jo VERADO SUBMSION NO. 3 , BOOK 116, PAGE 17627 N 89°4957" W 1 13 1 to - — -- — -- — -17 -- — -- 8-9 -3X57-_- 9 0-57 CHAMBERL41M ESTATES SUBDIWSION NO. 2 BOOK 74, PAGE 7619 615 114 COMER SECHON 5 CPP 103203794 NTS PROJECT:, OWNER/DEVELOPER: 2030 S. WASHINGTON AVE. DWG # VERADO SUBDIVISION NO. 4 EMMETT, ID 83617 19376 PROJECT# BOUNDARY CONGER GROUP P: (208) 398-8104 (208) 398-8105 EXHIBIT CITY OF MERIDIAN SHEET 1-0171'-SUAICYIV, /-/-G WWW.SAVVTOOTHLS.COM I OF 1 DATE., 1112019 ELECTRONICALLY RECORDED STAMPED FIRST PAGE NOW ADA COUNTY RECORDER Christopher D. Rich 2018-110625 rn�BOISE IDAHO Pgs=3 LISA BATT 1112012018 01:54 PM INCORPORATED AS PART OF THE ORIGINAL DOCUMENTTITLEONE BOISE $75.00 Title One a tide S escrow co. Order Number: 18312304 Warranty Deed For value received, Brinegar Investments LLLP, an Idaho limited liability limited partnership who acquired title Incorrectly as Brinegar Investments, L.P., an Idaho limited partnership. the grantor, does hereby grant, bargain, sell, and convey unto C4 Land LLC, and Idaho limited liability company whose current address is4A24 W. FA;rv;Pco AvP lin Ise I 83-706 the grantee, the following described premises, in Ada County, Idaho, to wit: The North half of Government Lot 4 of Section 5, Township 3 North, Range 1 East of the Boise Meridian, Ada County, Idaho. Excepting therefrom the portion described in Warranty Deed recorded November 19, 1907 in Book 74 of Deeds at Page 43, and in Final Order and Decree of Condemnation recorded June 23, 2016, as Instrument No. 2016-055394, described as follows: A strip of land thirty (30) feet in width extending East and West along the North side of the Northwest quarter of the Northwest quarter of said Section 5, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. Said strip of land lying parallel to and along the South side of the public highway running East and West along the section line between said Section 5 and Section 32, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho. Further excepting therefrom the portion described in Order for Judgment and Decree of Condemnation recorded March 15, 2002, as Instrument No. 102030932, described as follows: A parcel of land being on the right side of the center line of Locust Grove Road Project No. 52185.0-RD039 road survey as shown on the plans thereof now on file with the Ada County Highway District and being a portion of the Northwest quarter of the Northwest quarter of Section 5 Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at a brass cap marking the Northwest comer of Section 5, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho; thence South 00°24'08" West along the westerly boundary of said Section 5, 636.40 feet to a point; thence leaving said Westerly boundary South 89°39'12" East, 25.00 feet to the easterly right-of-way of Locust Grove Road, said point being the Real Point of Beginning; thence North 00°24'08" East along said right-of-way 611,44 feet to a point on the existing southerly right-of-way of Ustick Road; thence leaving said easterly right-of-way South 89°45'21" East along the existing southerly right-of-way of Ustick Road, 1,302.30 feet to a point; thence leaving said southerly right-of-way South 01 °19'35" West 20.00 feet to a point; thence North 89°45'21" West 1,251.34 feet to a point; thence South 46°38'40" West 42.41 feet to a point; thence South 00°24'08" West 562.23 feet to a point; thence North 89°39'12" West 20.00 feet to the Real Point of Beginning. Further excepting therefrom that portion deeded to Ada County Highway District in Warranty Deed recorded November 7, 2013, as Instrument No. 113123007, described as follows: A parcel of land situated in Government Lot 4 In Section 5, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and being a portion of that parcel as described in Deed filed as Instrument No. 103163904, records of Ada County, Idaho, more particularly described as follows: TitleOne a tide S escrow co. Order Number: 18312304 ELECTRONICALLY RECOHDEb Warranty Deed STAMPED FIRST PAGE NOW INCORPORATED AS PART OF THE ORIGINAL 0000M( -NIT For value received, Brinegar Investments LLLP, an Idaho limited liability limited partnership who acquired title incorrectly as Brinegar Investments, L.P., an Idaho limited partnership. the grantor, does hereby grant, bargain, sell, and convey unto C4 Land LLC, and Idaho limited liability company whose current address is 4824 11Eai rvi Pw AvP En s I Tn sa3706 the grantee, the following described premises, in Ada County, Idaho, to wit: The North half of Government Lot 4 of Section 5, Township 3 North, Range 1 East of the Boise Meridian, Ada County, Idaho. Excepting therefrom the portion described in Warranty Deed recorded November 19, 1907 in Book 74 of Deeds at Page 43, and in Final Order and Decree of Condemnation recorded June 23, 2016, as Instrument No. 2016-055394, described as follows: A strip of land thirty (30) feet in width extending East and West along the North side of the Northwest quarter of the Northwest quarter of said Section 5, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. Said strip of land lying parallel to and along the South side of the public highway running East and West along the section line between said Section 5 and Section 32, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho. Further excepting therefrom the portion described in Order for Judgment and Decree of Condemnation recorded March 15, 2002, as Instrument No. 102030932, described as follows: A parcel of land being on the right side of the center line of Locust Grove Road Project No. 52185.0-RD039 road survey as shown on the plans thereof now on file with the Ada County Highway District and being a portion of the Northwest quarter of the Northwest quarter of Section 5 Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at a brass cap marking the Northwest corner of Section 5, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho; thence South 00°24'08" West along the westerly boundary of said Section 5, 636.40 feet to a point; thence leaving said Westerly boundary South 89°39'12" East, 25.00 feet to the easterly right-of-way of Locust Grove Road, said point being the Real Point of Beginning; thence North 00°24'08" East along said right-of-way 611.44 feet to a point on the existing southerly right-of-way of Ustick Road; thence leaving said easterly right-of-way South 89°45'21" East along the existing southerly right-of-way of Ustick Road, 1,302.30 feet to a point; thence leaving said southerly right-of-way South 01 °19'35" West 20.00 feet to a point; thence North 89°45'21" West 1,251.34 feet to a point; thence South 46°38'40" West 42.41 feet to a point; thence South 00°24'08" West 562.23 feet to a point; thence North 89°39'12" West 20.00 feet to the Real Point of Beginning. Further excepting therefrom that portion deeded to Ada County Highway District in Warranty Deed recorded November 7, 2013, as Instrument No. 113123007, described as follows: A parcel of land situated in Government Lot 4 in Section 5, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and being a portion of that parcel as described in Deed filed as Instrument No. 103163904, records of Ada County, Idaho, more particularly described as follows: Commencing at a brass cap marking the Northwest comer of said Government Lot 4 in Section 5, at the intersection of Ustick Road and Locust Grove Road, from which a found 518" iron pin marking the North quarter comer of said Section 5 bears South 89°45'35" East 2655.27 feet (shown as North 89°50'00" East 2,655.29 feet on Record of Survey (ROS) No. 7633, filed as Instrument No. 106173965 in the records of Ada County); thence South 89°45'35" East 1,328.05 feet (North 89°50'00" East 1,328.06 feet per ROS) along the North boundary of said Government Lot 4 and centerline of Ustick Road to the West 1116th corner, thence leaving said North boundary and centerline South 0°25'25"' West 45.00 feet (South 0°01'00" West per ROS) along the East boundary of said Govemment Lot 4 to the South right-of-way of Ustick Road and the Southeasterly comer for that parcel of land as described in Order for Judgment and Decree of Condemnation in favor of Ada County Highway District, recorded March 15, 2002, as Instrument No. 102030932, records of Ada County, Idaho, said point also being the Point of Beginning; thence North 89°45'35" West 897.41 feet (shown as North 89°45'21" West on said Decree of Condemnation) along the southerly boundary of said Decree of Condemnation to the East boundary of Easement 42 of said Decree of Condemnation; thence along the East boundary of said Easement 42 South 0'14'25" West 5.00 feet (South 014'39" West per Easement #2) to a point; thence South 89°45'35" East 897.39 feet parallel with and measuring 50.00 feet from said North boundary of said Government Lot 4 and centerline of Ustick Road to the East boundary of said parcel and the West boundary of said ROS; thence North 0°25'25"' East 5.00 feet (North 0°01'00" East per ROS) along said East boundary to the Real Point of Beginning. To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: November 16, 2018 Brinegar I stm s LLP, an I b limited liability limited partnership B : Cly�de�E. egar, Gen�eraall Partner Sharon K. Ostermeier, General Partner State of Idaho, County of [A AC, , ss. On this %O day of November in the year of 2018, before me, the undersigned, a Notary Public in and for said State, personally appeared Brinegar Investments LLLP, an Idaho limited liability limited partnership who acquired title incorrectly as Brinegar Investments, L.P., an Idaho limited partnership., known or identified to me to be the person(s) whose name(s) islare subscribed to the within instrument and acknowledged to me that he/she/they executed the same. �J Notary Public Residing In: My Commission Expires: (seal) State of Idaho County of Ada ss. On this 20th day of November in the year of 2018 before me, the undersigned, a Notary Public in and for said State, personally appeared Clyde E. Brinegar and Sharon K. Ostermeier known or identified to me to be the general partners of the limited liability limited partnership that executed the instrument or the general partners who executed the instrument on behalf of said limited liability limited partnership, and acknowledged to me that such limited liability limited partnership executed the same. Notary Public Residing In: k�—(_l(1f:l�" =C� My Commission Expires:-1(n-U0QL-( (seal) SA •. o Rl kT •., •' NO1gRY pU$LIC ` %f'�••• No OA:'�•' O •'••�OF1�Po STATE OF IDAHO ) COUNTY OF ADA ) P6rcr-1 * S ( AFFIDAVIT OF LEGAL INTEREST (name) (city) being first duly sworn upon, oath, depose and say: OSaa30is 'T ff off. -f ice/ roi r v 1 ew A,,,, - (address) G. L 0 (state) That I am the record owner of the property described on the attached, and I grant my permission to: 0e,V6-) , L{eJ- * 1...- Fisc,- V:c� AvC- (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. 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 ,/D ✓�e wt ��2✓ , 20 A/ VVna SUBSCRIBED AND SWORN to before me the day and year first above written. / 01 ...... S �.•`� �� •••• •••%�ll (Notary Pub tc for Idaho) Of 140TARy ' �•� � pUBI XC' Residing at: J' ••;;�. No.ti;:`NV- •.••' My Commission Expires: %qTE of �9,.••�. Community Developm714N'Pflrjmg Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancit.Lore/plannine (10/08/2019) VICINITY MAP SCALE: 1"=1000' E IDIAN--- Community Development Parcel Verification Date: 7-6-18 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Verado Subdivision Phase 3 T/R/S: 3N 1E 5 Parcel Numbers: S1105223041 (17.357 Acres) Property Owner: Brinegar Investments LP 1925 N Locust Grove RD Meridian, ID 83646 Address Verification Rev: 04/23/12 o mrrwurr tale rna 5rte Naxxs uc. tH5 xsrxuucxr rs ttE vxaemfr aF cxt 511E NOxxn uc. Nrc r�.vro°"�"°"• -G °x x°�'�""°" °F � vmmaNNr aN ns caxmns rnnxur c�w(xss nwrtw rQarsvw+ ar cry snE xaa�s uc rs snxrnr exoHa�m. N locusrc.. xOAV I b / I NCHANfNLYAVE I I I j u I NSVe9WOONAYE �L VW N NVC3 'R•. VERADO WEST SUBDIVISION 3i a woRlcs x o p o ea w. �ucxxoxo USTICK AND LOCUST GROVE, MERIDIAN , IDAHO W <F 9 noise, to ezros OS : PRELIMINARY PLAT '^< ,„,,,�,_�,,,,,,,,, .yrxiu lin a -74 Its �N VW N NVC3 'R•. VERADO WEST SUBDIVISION 3i a woRlcs x o p o ea w. �ucxxoxo USTICK AND LOCUST GROVE, MERIDIAN , IDAHO W <F 9 noise, to ezros OS : PRELIMINARY PLAT '^< ,„,,,�,_�,,,,,,,,, .yrxiu lin a -74 x. wcusrcKov[ aaN $I—R 'd $ rxer v:a a 8 uer 9z: a rxer 1: R v 8 rxer 1<; S a 8 >:� I':aR a 8 xxm v:';c� tl 8 �a., a 9m 8 y fly q 8 y 8 y a y$ a S r n n n n ea w. xscxxoxo sm44rp7S, eoae, �o anos o 8. Sg LOT DIMENSIONS `'^ 7: IIIILLLAAASJJJIIIIR og- Y I+ym $4 4 $4 $4 $Aa $1 $y 8 _ I 1 xm .gym I \ � yxxaY I NSU4WEa{IIOOKAVE Ile l� H.M. It Iy xiM � N Id q� 8 I Ry, K rxv � sxm aor w � ym I % �m � $ .ser Nxo p ' NeV1aExN1DE WAY I apya{ I r er I $I—R 'd $ rxer v:a a 8 uer 9z: a rxer 1: R v 8 rxer 1<; S a 8 >:� I':aR a 8 xxm v:';c� tl 8 �a., a 9m 8 y fly q 8 y 8 y a y$ a S r n n n n ea w. xscxxoxo sm44rp7S, eoae, �o anos o 8. Sg LOT DIMENSIONS `'^ 7: IIIILLLAAASJJJIIIIR og- Y I+ym $4 4 $4 $4 $Aa $1 $y \4 a. NSVMaaxxD WAY � i LYe � I ay xaa .7m 6 I 4 tl_ x 8 ii e VERADO WEST SUBDIVISION b 4 $ ' a^SW x5U4raaapON 9m 8 y fly q 8 y 8 y a y$ a S r n n n n ea w. xscxxoxo sm44rp7S, eoae, �o anos o 8. Sg LOT DIMENSIONS `'^ 7: IIIILLLAAASJJJIIIIR $� R� R� R� R �m ' e e e Sr+ 8 ii I N i'a -g �W3 Bw I spm r a C a a a E R �V- �� `rN y r a soazssrwsu.wxx I'4 I e VERADO WEST SUBDIVISION b 4 $ ' a^SW x5U4raaapON _ q� J USTICK AND LOCUST GROVE, MERIDIAN, IDAHO a<F9 v n o n n n n ea w. xscxxoxo sm44rp7S, eoae, �o anos o 8. Sg LOT DIMENSIONS `'^ 7: I xvc sols-c-am.oxa_was � 8 _ I I \ � yxxaY I I Ile l� H.M. I N i'a -g �W3 Bw I spm r a C a a a E R �V- �� `rN y r a soazssrwsu.wxx I'4 I e VERADO WEST SUBDIVISION b 4 $ ' a^SW rsv cesavnax CL I S11Yr WPEFR q� J USTICK AND LOCUST GROVE, MERIDIAN, IDAHO a<F9 v n o n n n n ea w. xscxxoxo sm44rp7S, eoae, �o anos o Sg LOT DIMENSIONS `'^ 7: smw0 94-... mm xvc sols-c-am.oxa_was on . � -1 .-1 "1 9 !i i5 — FftOF— O — — -R"s LLC. A' OO —. xEVEE, � O — 1161— . x '— P'rt— EY—, nAlIEN FEx—l- D clEi SxE kMb:S LLC IS S1PFiLY Ffi9H6fiED. }LgG; x. LocusrcaovE 9nao a§ w it 11 ------------- a m p � 1 ai I C SEMEN tM i Hsu. A6 OOKAVE— luE 'F• J. i L I 6 X 11 $I it f _ ,m �' xsubu.+EuwE aAv._ n � I eV<SEyF�R UE b'—� 8 � c a m r' 3 I I 1 r m I I i I 1 Iii t �ii 8 m y�<urT"•_ � yy 2y� i i I i —�- c 8 NCLNNLILLY AVE � z I." n I I , II s I. =4 II � I wl ni,. • ti I i I - f I i t I Im i 1 eEpNsux `�Aylflq ON�AVE. I 7��I � I I 1 I I I $ II f4yr k NIAUCN A®LE AYE f I 1 ,I rl N -4 's e VERADO WEST SUBDIVISION of ` e WORKS R �� N 8 USTICKANDLOCUSTGROVE, MERIDIAN, IDAHO eww.wcNNoxosrnEEr 3 - <r „ n eolsE, to ena �� OP e e CONCEPTUAL ENGINEERING PLAN 946Je]4 °-74 9.mm (3097 / / I I f / i I� I f i I� o boy y Al= —21 11 p > —p F -LL-L 2 11 y " 22 x, 1-2 F 1360i» srfn> z I. 1.0 :2 Eon it LLLI p VERAD 0 WEST SUBDIVISION sw -.I YEIL WE3RK IV 6 USTICK AND LOCUST GROVE, MERIDIAN, IDAHO PRELIMINARY SEWER PROFILES O [CPIPKMf 2018 (N9l SrtE NOfO(5 LLC. MS x51B11KNi 6 liE FPOPFRIT Cf CNl 511E NgieS LLC. Ntt PFPROx. 11(Mt fSVSE IXt YW�i1G1MN� OF iM5 x51FARN� M SIS COtBiMS NPfiWUt IXPF65 NArtiEN PEa�fiigll CF [IIl SItE NCfi%5 LLL R SiF.CRY PftCHB�im. Am �Y FFiz oin IFi h VERADO WEST SUBDIVISIONWORKB9q� " N E USTICK AND LOCUST GROVE, MERIDIAN, IDAHO wbo n n n a" o� IV a a PRMINARY SEWER PROFILES ELI m 1 I: °BEWr " Ne 'w"e.o�w1scE"e, `nto"o°ex"2B°�"somB (i0e)916-Je>I nc rwm lexis-c-v1E vwl PPnw g t wax-vu5e5'e�ee I <f : i wv: x-xussy: ; xr. art-xmss' Y ' � x II � I' I I v m � 12eoaee'p o w A 8 0 4 I I, I' I I K g F 1' I_ I I lF l h VERADO WEST SUBDIVISIONWORKB9q� " N E USTICK AND LOCUST GROVE, MERIDIAN, IDAHO wbo n n n a" o� IV a a PRMINARY SEWER PROFILES ELI m °BEWr " Ne 'w"e.o�w1scE"e, `nto"o°ex"2B°�"somB (i0e)916-Je>I nc rwm lexis-c-v1E vwl PPnw ADA COUNTY STREET NAME REVIEW Review Date: November 4, 2019 Project Name: Verado Sub No 04 Parcel Number(s): Project/Plat Applicant: City/County Agency: S1105223035 Civil Site Works LLC Meridian Preliminary Plat Final Plat RX T/R/S 3N1E05 Phone No: 208-946-3874 THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N LOCUST GROVE RD Proposed Street Names: 1 N CHIANTI AVE 2 N LOCHNESS AVE 3 E N ETLEY ST 4 E RINGNECK ST 5 N SUMMERBROOK AVE 6 E USTICK RD Comments PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Please replace W USTICK RD with E USTICK RD 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 O N U 3 Q O m U Q C) cn X X X X X Comments PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Please replace W USTICK RD with E USTICK RD 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 '.'•.tl c la �. o E'Summerfalls Drive j��a°. - 1 E�Summer Dawn On"' 0° Summerdawn 'm AV i (7E Z Section: 31' z g i .E _ o Drive. §- . - S� rJBCtIQN: YZ �.' E 1 �. ' E 1 . 1 GI EBummerpleceStreet o .� N s 4W E i•.�- jZ. 't ESummerplac_ a Cbu+ 2 ° E1- Ir �rYia, Street F z i E Ustick Road - E Ustick Road E Ustick Road - E Ustick Road a g, r �3> ;IWERIM.1 Drive Oorv � I ` I s° r jZa'Rjpgneck i neck Street - `- t ERingneck'Slreet El Ringneckl CourtIE - .1 c ' I E of -� rn c ESharptalfStreat '____ --------------------:yL .. _. Sharptall; treedQI.E:Netlay.Street _ .--'•i ------------------ -- - - 1 n}ESharptaif Street -`m I Z ' ° . a 2' m m I ; i _ +_ z Tif 1 1 , i ° ° I pit z E� _v _ l - F'KamayCourf pdve EKamay Drive r r !s� may E I Section:6 ° I 7 l\ C �v( IY G --- - r.. '. ;' , 4x .:t.• �ti ;.� r �� :�. � .` J,z ¢i� � Ic`i c. �a�� r'�as _ ECougar Creek Drive `! ' agar-CreekDrlve � w ---------------------- .I __-- i Chtmere D�dsve t 7/ c ------------------------------�3 ---- r----�- 1 E _ - '' -•1 ` - - I�r ' - EChlmere ' c v. •�• f i , Drivelo Z E Chemise c' t - t 3 E Sage z Y w Hen Court m'.! 0'Z r.. ' _! 1. y f Street: e° D o fit ; r{ ,� `- r• c l �> _iii+ -`� _ _ _ tEChenilse'Drlve- a E' �' C N•_ i . 1. z O� ImR: mh map b made I— data wnn4uae by Ada Counlyrda DcuNy abal M N Ebb la ADA COUNiYA55E550R Nuvacbs a mouse of Ris rto0. Maps uand R—,da Di%bn peartp Vds dsdainxrtuy ba plubaopbtl lreay. I G.W.Pbb hlamslbn Systeirs 1 inch = 300 feet tWmler, use E aM di81a1 yam lepras Ou 180 E. Fmd Slfal. S1a. 10] wdlkn pelmksion olba Carry. WJaa.ID WM VERADO SUBDIVISION NO.4 LOCATED IN GOVERNMENT LOT 4, OF SEMON 5, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO mwaua+nsa+rnsKwwx I 1010 31132 soacu'o7ereats -gsauc. r.sh. s.,c _ a s i9 �, vv "'.'us'�cammura wu7larn�o Hw wH.osv roe 6 � "'-..-._-__-..�W1STF 151%�.�-"--.-_.�__ ❑ sN'HSTF )MR C: .ma:w+llu�- )r wa1 6� $7 6l 86011 MP RiIIC MHIi MCI M lip. -vto! ekl 48,16 +7C1 +6"R od "ZR e w 71 It n Alt n IE M lit 75 ]IM lit n IC n 1EGDDA4Mr90i�'1q.7 IOp(116 MGE ITf7l a �..� .� - ariEt1Y CalOWrILYf sK iautvc EMMETT, ID 87617 // (208)3988104 ® :a�1orl�e luwsrseuuwma rases urnawuwrla ry xunszlsswaa�amwr ® srrs+'srr•aw • serurua.sr cuns.lrlorowr w I awrnscaawv; tarwHaa BOOK_, PAGE suavtmsw rm mwar.usmew.aHanwrumawrauwena.r �m� waoe,1e1a11a,1� �asvm lar ms«wwanr s.ozamwrves»zswa c aemcs++w�aa�wsys*uavasal.swo.-w.swieamrtlwn 1�. __� �ear.aroewnvmavwlve xre aa»em.a no luravumaruaxxmr�mrw+wwza z.earmar z lwara..a1 eaa®n ��r� eu�a+nam°�`"� nwrwsaazrrwr+m.wwoaala.ssa a�•raersc. iaa x e��4W ��latmA neNr4.wuviS.M'laMMwNn1 'maa2afr,�e;x9��tA �Abaw tdrt.Vla4vlf irrt�� lwMann++S1n118ate� wcY'MSIHMVJ.1[u�aH.e.M emu�a 1w� w vu>�es :','aon 1a mswv i� ��Hu�i1:i".u.a`�'uoar`®�'nMHva'�ieau:e a,K em.x wwea.�ana,«a,e...ama..,rlcxlu auuzvlsa�wlc l•falU1� t�0�•bawa9mrtlWN¢1f.Mv.1SUQrtM —1—A VE. EMMETT, ID 87617 // (208)3988104 „•„_,_o or FAX (208)3988,05 Street Name Evaluation Response Sheet Subdivision/Jurisdiction: Verado Sub No 04/Meridian Representatives: 1 Ada County Assessor Approved As Reviewedl 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer 4 Ada County Development Services Approved As Reviewed 5 City of Meridian Approved As Reviewed 6 Meridian Fire No Response/Defer 7 8 9 Comments STORM DRAINAGE REPORT AND CALCULATIONS FOR VERADO SUBDIVISION NO. 4 \ONAL Q / 'fi(l natA. 16970 OF\0�'P.r/� tiNE MERIDIAN, IDAHO PREPARED BY: CORINNE M GRAHAM, PE November 1, 2019 c.sw MIN/IL- S ITE VV o R K s 921 S. ORCHARD STREET, SUITE 200 BOISE, ID 83705 (208)946-3874 cgraham@cswengineering.com INTRODUCTION The existing 9.09 -acre site for the proposed Verado Subdivision No. 4 is currently vacant ground. The proposed development includes 74 single family residential lots, 9 common lots, and associated public roads, landscaping, and utilities. HISTORIC DRAINAGE The existing project site sits southeast of the intersection of E. Ustick Road and N. Locust Grove Road in Meridian. Historically the site drains from east to west. Surficial soils are comprised of lean clays, silt, and silty sand. At depths of 4-5 feet, free draining sand and gravels were encountered during geotechnical exploration. Groundwater was not encountered at depths up to 15 feet. 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 80th percentile storm event. Storm water runoff from 40' behind the sidewalk, including residential driveways, will be conveyed to the public stormwater system to be owned and maintained by ACRD. 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 two underground seepage beds where it is treated and finally infiltrated. Storm drain manholes will be installed to provide pre-treatment for the water quality event. APPENDICES • Drainage Basin Map • Storm Drainage Calculations • Project Geotechnical Report N(1) 50 0 50 t00 VERADO SUBDIVISION NO. 4 DRAINAGE BASIN MAP SCALE: t• - 10o' CSW C I II L SITE W . R K a Verado Subdivision No. 4 Storm Drainage Calculations ACHD Basin Characteristics C Values Impervious = 0.90 Landscape = 0.20 Catch Basin Calculations Basin #1 Basin #2 Total Area (SF) 72981 43322 Roadway Area (SF) 20164 11778 Sidewalk Area (SF) 6379 3941 House/Driveway Area (SF) 29813 16050 Landscape Area (SF) 16626 11553 C Value: 0.74 0.71 Catch Basin Calculations Prepared By: Corinne Graham, PE November 1, 2019 CB #1A CB #2A CB #213 Total Area (SF) 49113 29881 13441 Roadway Area (SF) 12659 7561 4217 Sidewalk Area (SF) 3875 2620 1321 House/Driveway Area (SF) 21413 11850 4200 Landscape Area (SF) 11167 1 7850 3703 C Value: 0.74 1 0.72 0.71 Prepared By: Corinne Graham, PE November 1, 2019 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. User input in yellow cells. 1 Project Name ACHD Basin til 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 ❑ 5 Area of Drainage Subbasin (SF or Acres) SF Acre 6 Determine the Weighted Runoff Coefficient (C) C=[(C1xA1)+(C2xA2)+(CnxAn)]/A Weighted Avg 7 Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default user calculate 10 min 10 Min.-� I Subbasin 2.58 Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 10 20,164 6,379 29,813 16,626 12 Detention: Approved Discharge Rate to Surface Waters (If applicable) 0.00 cis 1.68 0.90 0.90 0.90 0.20 0.74 8 Determine the average rainfall intensity (i) from IDF Curve based on i 2.58 2.58 in/hr (� 9 Calculate the Post -Development peak discharge (C Peak) � peak 3.20 3.20 cfs Urban neighborhoods 0.50-0.70 Residential 10 Calculate total runoff vol (V) (for sizing primary storage) V 4,288 4,288 ft V = Ci(Tc=60)Ax3600 0.60.0.75 Residential rural 11 Calculate Volume of Runoff Reduction Vrr Apartment Dwelling Areas 1 0.70 Enter Percentile Storm I (95th percentile = 0.60 in) Both 0.34 in Enter Runoff Reduction Vol (95th Percentile=0.60-in x Area x C) Vrr 1,519 1,519 ft' 12 Detention: Approved Discharge Rate to Surface Waters (If applicable) 0.00 cis 13 Volume Summary Surface Storage: Basin Basin Forebay V 429 ft' Primary Treatment/Storage Basin V 3,859 ft' Subsurface Storage In R/W - 25% Sediment Factor Required V 5,360 5,360 ft' Estimated Runoff Coefficients for Various Surfac. Type of Surface Runoff Coefficients W Business Downtown areas 0.70-0.95 Urban neighborhoods 0.50-0.70 Residential Single Family 0.35-0.50 Multi -family 0.60.0.75 Residential rural 0.25.0.40 Apartment Dwelling Areas 1 0.70 Industrial and Commercial Light areas 0.90 Heavy areas 0.90 I Railroad yard areas Unimproved areas Streets Asphalt Concrete Brick Roofs Gravel Fields: Sandy soil Slope Flat: 0.2% Average: 2-6% 0.20-0.40 0.95 0.95 0.95 0.95 0.75 Soil Type AB C D 0.04 0.07 0.11 0. 0.09 0.12 0.15 0. 0.13 0.18 0.23 0. C:\Users\cgrah\Dropbox\Projects\19039 Verado Subdivision Ph4\Reports\Storm Drainage\ACHD_SD_CALCS 11/1/2019, 3:43 PM Version 9.0, December 2016 ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers #REF! Note this spreadsheet pulls information from the "Peak QV" tab #REF! #REF! 1 Project Name ACHD Basin #1 Z Enter number or seepage ueas t�� maxi 3 Design Storm N/A .74 4 Weighted Runoff Coefficient C 0#REFI - Link to:#REF! 5 Area A (Acres) 1.68 acres #REFI N/A #REFI 6 Approved discharge rate (If applicable) cfs #REFI 7 Design Volume V 5,360 5,360 ft' 8 Set Total Design Width of All Drain Rock W 8.0 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 8.00 in/hr 12 Size of WQ Perf Pipe (Pert 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 Oft Spf=Apf=WxD-APe,r_PioexVoids+l/2 Perf—Area 15 Calculate Design Length L 167 167 ft Override Value Required for Chambers 16 Variable Infiltration Window L SWL 167 ft 17 Variable Infiltration Window W SWW 8.0 ft 18 Time to Drain 5.4 hours 90% volume in 48 -hours minimum 19 Length of WQ & Overflow Perf Pipes 167 ft 20 Perf Pipe Checks. Qperf>= Qpeak; #REFI where Qperf=CdxAxV(2xgxH) p3� �P��l;@t11bflL .: his 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 ft'/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 ft 9 Volume Infiltration Vperc 0 ft3/hr 30 Time to Drain hours 901% volume In 48 -hours minimum C:\Users\cgrah\Dropbox\Projects\19039 Verado Subdivision Ph4\Reports\Storm Drain age\ACHD_SD_CALCS 11/1/2019, 3:43 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. User input in yellow cells. 1 Project Name ACHD Basin #2 2 Is area drainage basin map provided? (map must be included with stormwater calculations) 3 Enter Design Storm (100 -Year or 25 -Year With 100 -Year Flood Route) 4 Enter number of storage facilities (25 max) 5 Area of Drainage Subbasin (SF or Acres) SF Acre 6 Determine the Weighted Runoff Coefficient (C) C=[(C1xA1)+(C2xA2)+(CnxAn))/A Weighted Avg 7 Calculate Overland Flow Time of Concentration in Minutes (Tc) or use default 11user Calculate 10 min 10 Min. I YES 100 1 r'lirk to Shnw Mnre Suhhasins n Subbasin 2.58 Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin 1 Subbasin 2 3 4 5 6 7 8 9 10 11,778 3,941 16,050 11,553 12 Detention: Approved Discharge Rate to Surface Waters (if applicable) 0.00 cfs 0.99 0.90 0.90 0.90 0.20 0.71 8 Determine the average rainfall intensity (i) from IDF Curve based on 1 2.58 2.58 in/hr 9 Calculate the Post -Development peak discharge (C!Peak) Ctpaak 1.83 1.83 cfs 0.10-0.25 Playgrounds 0.20-0.35 10 Calculate total runoff vol (V) (for sizing primary storage) V 2,452 2,452 ft V = Ci(Tc=60)Ax3600 Streets 0.12 11 Calculate Volume of Runoff Reduction Vrr 0.95 1 Concrete Enter Percentile Storm I (95th percentile = 0.60 in) 80th 0.34 in Enter Runoff Reduction Vol (95th Percentile=0.60-in x Area x C) Vr, 868 86g ft' 12 Detention: Approved Discharge Rate to Surface Waters (if applicable) 0.00 cfs 13 Volume Summary Surface Storage: Basin Basin Forebay V 245 ft' Primary Treatment/Storage Basin V 2,207 ft' Subsurface Storage In Common Lot - No Sediment Factor Required V 2,452 2,4521ft' C:\Users\cgrah\Dropbox\Projects\19039 Verado Subdivision Ph4\Reports\Storm Drainage\ACHD_SD_CALCS Version 9.0, December 2016 Estimated Runoff Coefficients for Various Surfao Type of Surface Runoff Coefficients "t Business Downtown areas 0.70-0.95 Urban neighborhoods O.SO-0.70 Residential Single Family 0.35-0.50 Industrial and Commercial Light areas 0.80 Heavy areas 0.90 Parks, Cemeteries 0.10-0.25 Playgrounds 0.20-0.35 Railroad yard areas 0.20-0.40 Unimproved areas 0.10-0.30 Streets 0.12 Asphalt 0.95 1 Concrete 0.95 Gravel 0.75 Fields: Sandy soil Soli 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 11/1/2019, 3:43 PM ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers #REFI Note this spreadsheet pulls information from the "Peak GV" tab #REFI #REFI 1 Project Name ACHD Basin #2 Z Enter number of Seepage twos (L5 max) 1 3 Design Storm N/A 4 Weighted Runoff Coefficient C 5 Area A (Acres) 0.71 0.99 acres 'REF! Link to: eREN (� :REFI Approved discharge rate (If applicable) N/A cfs *REFI6 RREFI 7 Design Volume V 2,452 2,100 ft3 1st Hour of Drainage 352 8 Set Total Design Width of All Drain Rock W 8.0 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 8.00 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 cis in 14 Calculate Total Storage per Foot Spf 32.2 ft3/ft Spf=Apf=WxD-Apes p,,,xVoids+l/2 Perf—Area 15 Calculate Design Length L 66 66 ft Override Value Required for Chambers 16 Variable Infiltration Window L SWL 66 ft 17 Variable Infiltration Window W SWW 8.0 ft 18 Time to Drain 5.4 hours 90% volume in 48 -hours minimum 19 Length of WQ & Overflow Perf Pipes 66 ft 20 Perf Pipe Checks. Qperf>= Qpeak; #REFI where Qperf=CdxAxV(2xgxH) Qkttoftafstoxagi'chembvrs 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 ftz 9 Volume Infiltration Vperc 0 ft3/hr 10 Time to Drain hours 90% volume in 48 -hours minimum C:\Users\cgrah\Dropbox\Projects\19039 Verado Subdivision Ph4\Reports\Storm Drainage\ACHD_SD_CALCS 11/1/2019, 3:43 PM Version 9.0, December 2016 Cr� 5W CIVIL SITE W O R K S November 1, 2019 City of Meridian 33 E. Broadway Ave. Meridian, ID 83642 RE: Verado Subdivision No. 4 Roadway Centerline Elevations To Whom It May Concern: I certify that all design street finish centerline elevations within Verado Subdivision No. 4 as shown in the plan set date stamped November 1, 2019 are set a minimum of three feet above the highest established normal groundwater elevation. Respectfully, Corinne M. Graham, PE '0""' L�Principal 16970 sll-►-I� o 921 S. ORCHARD STREET, SUITE 200 BOISE, ID 83705 (208)946-3874 cgraham@cswengineering.com I I 1,U. 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