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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Monday, June 08, 2020 12:10 PM To:Charlene Way Subject:Development Application Transmittals - Epic Storage Facility RZ, CUP H-2020-0058 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Epic Storage Facility H-2020-0058 RZ, CUP Hearing Date: July 9, 2020 Assigned Planner: Bill Parsons 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 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 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 1 Hearing Date: July 9, 2020 File No.: H-2020-0058 Project Name: Epic Storage Facility Request: • (RZ) - Rezone of 4.43 acres of land from R-8 zone (Medium-density Residential)to C-G zone (General Retail and Service Commercial) for the purpose of developing commercial storage on the site; • (CUP) - Conditional Use Permit for a 29,400 square foot storage facility and associated outdoor storage on 4.43 acres in the C-G zoning district, by Jarron Langston. Location: The site is located at 1345 W. Overland Road,in the NW 1/4 of the NW 1/4 of Section 24, Township 3N., Range 1 W. wIDIAN=--- Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: Epic Storage Facility MW File number(s): Assigned Planner: Related files: 'Ir Type of Review Requested(check all that apply) ❑Accessory Use(check only 1) ❑Final Plat ❑Daycare ❑Final Plat Modification ❑Home Occupation ❑Landscape Plan Modification ❑Home Occupation/Instruction for 7 or more ❑Preliminary Plat ❑Administrative Design Review ❑Private Street ❑ DR Modification ❑Property Boundary Adjustment ❑Alternative Compliance ❑Rezone ❑Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension(check only 1) ❑ CZC Modification ❑Director ❑ City Council Review ❑ Commission ❑ Comprehensive Plan Map Amendment ❑ Council ❑ Comprehensive Plan Text Amendment ❑UDC Text Amendment ❑ Conditional Use Permit ❑Vacation(check only 1) ❑ Conditional Use Permit Modification(0 ✓only 1) ❑ Director ❑Director ❑ Commission ❑ Commission ❑Variance ❑Development Agreement Modification ❑ Other Applicant Information Applicant name: Jarron Langston Phone: 208-724-6239 Applicant address: 917 S.Allante PI. Email: jarronlangston@gmail.com City: Boise State: ID Zip: 83709 Applicant's interest in property: ® Own ❑ Rent ❑ Optioned ❑ Other Owner name: Jarron Langston Phone: 208-724-6239 Owner address: 917 S. Allante PI. Email: larronlangston@gmail.com City: Boise State: ID Zip: 83709 Agent/Contact name(e.g., architect,engineer,developer,representative): Firm name: Glenn Walker Phone: 208-353-0734 Agent address: 1891 N.Wildwood St. Email: gwalker@adpboise.com City: Boise State: ID Zip: 83713 Primary contact is: ❑Applicant ❑ Owner N Agent/Contact Subject Property Information Location/street address:1345 W. Overland Rd., Meridian ID.83642 Township,range,section: 3N 1 W 24 Assessor's parcel number(s): S1224223270 Total acreage: 4.23 Zoning district: R-8 Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridianciiy.org/planning -1 Rev:(2/11/2020) Project/subdivision name: 3N 1 W 24 General description of proposed project/request: 29,400 sq.ft. RV Storage Facility Proposed zoning district(s): C-G Acres of each zone proposed: 4.23 Type of use proposed(check all that apply): ❑Residential ❑ Office ® Commercial ❑ Employment❑Industrial ❑ Other Who will own&maintain the pressurized irrigation system in this development? Owner Which irrigation district does this property lie within? Nampa Meridian Primary irrigation source: City Water Secondary: City Water 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: Number of building lots: Number of common lots: Number of other lots: Proposed number of dwelling units and square footage of living area(for multi-family developments only): 1 bedroom: 2-3 bedrooms: 4 or more bedrooms: (up to: 500 sq.feet) (up to:250-500 sq.feet) (up to: 500 up to 1200 sq. feet) Minimum square footage of structure(excl. garage): Maximum building height: Minimum property size(s.f): Average property size(s.£): Gross density(Per UDC 11-1A-1): Net density(Per UDC 11-1A-1): Acreage of qualified open space: Percentage of qualified open space: Type and calculations of qualified open space provided in acres(Per UDC 11-3G-3B): Amenities provided with this development(if applicable): Type of dwelling(s)proposed: ❑ Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑Duplex ❑ Multi-family ❑Vertically Integrated ❑ Other Non-residential Project Summary(if applicable) Number of building lots: 1 Common lots: 1 Other lots: Gross floor area proposed:29,400 sq.ft. Existing(if applicable): Hours of operation(days and hours): Monday-Sunday/7:00 to 6:00 Building height: 23'-0"- Total number of parking spaces provided: 98 Number of compact spaces provided: 4 Authorization Print applicant name: Jarron Langston Applicant signature: 1� Date: Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridianciiy.org/planning -2- Rev:(211112020) GLENN WALKER,AIA ARCHITECT&PLANNER Z�:7) 1891 N. Wildwood St. Boise, Idaho 83713 ARCHITECTURE Ph (208) 353-0734 DESIGNS PLUS,PA Date: April 13, 2020 Re: Epic Development—RV Storage Facility Dear Planning Department, please see attached narrative letter regarding a proposed 29,400 sq. ft. Recreational Storage Facility. The best part of having "toys" whether it be a trailer, motorhome, boat, etc. is playing with them! Owning one of these "toys" comes with the responsibility of maintaining and storing your investment in a safe and secure location. When we started Precision Storage Concepts in Temecula, California in 2010, we saw the need for a facility that takes storing your RV, boat, or trailer to the next level. Pride of ownership extends to your home and all your possessions. Keeping your RV, trailer, or boat in front of your house, on the street, or in your garage is not only an eye sore but against many CC&R's, HOA's and neighborhood requirements. In addition to these benefits we also recognized the convenience that comes with not having to clean or park your RV, Boat, or trailer upon returning home from your trip. Thus, Precision Storage Concepts was established with a valet system that not only comes with a drop and go system, a wash before each use and includes maintenance checks on standard items such as batteries, water, refrigerator, and tire pressure. Being Precise is in our name because we believe things must not only be done on time but must done right! At PSC we provide peace of mind for our customers with our security and monitoring system and are ready to provide excellent care to our valued customers and their investments. Precision Storage Concepts of Meridian blends perfectly with the convenience of the city and its beautiful surroundings. People move here to "play" with their toys and will love the valet system and care we offer to all our customers. 1891 N.Wildwood St. Boise Idaho 83713. 208-353-0734/gwalker@adpboise.com It will help the city of Meridian to continue to achieve beautifully clean neighborhoods by keeping the RV's, boats, and trailers off the streets and out of the housing developments and in accordance with the HOA's and CC&R's. As Meridian continues to grow, PSC extends its pride of ownership to its customers and respects and appreciates the city and the laws in keeping the neighborhood streets clean and free of extra cars, RV's, boats, and trailers. We will be hiring employees to perform these jobs and working with local venders to make sure our customers needs are met. Precision storage extends discounts to all military and law enforcement personnel and greatly appreciates their service. Please call if you have any questions or comments. Sincerely, Glenn Walker, AIA, ADP Architects, PA 1891 N.Wildwood St. Boise Idaho 83713. 208-353-0734/gwalker@adpboise.com r ABA COUNTY RECORDER Phil McGrane 2019-038023 BOISE IDAHO Fgs=3 CHE FOWLER 05108f2019 01:23 PM NEXTITLE S 15.00 WARRANTY DEED FOR VALUE RECEIVED Craig Robinson and Shauna Robinson,husband and wif GRANTOR(s)does(do)hereby GRANT, BARGAIN, SELL and CONVEY unto: a Nevada Epic Development Idaho II,LLCM Limited Liability Company GRANTEE(s),whose.current address is: 11785 Valley Sage Drive, Sparks, NV 89441 the following described real property in Ada County, State of ID more particularly described as follows,to wit SEE ATTACHED EXHIBIT A TO HAVE AND TO HOLD the said premises, with their appurtenances unto said Grantee(s), and Grantee(s) heirs and assigns forever. And Grantee(s) does(do) hereby covenant to and with said Grantee(s) that Grantor(s) islare the owner(s) in fee simple of said premises, that said premises are free from all encumbrances,EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations,'restrictions, dedications, easements,rights of way and agreements,if any,of record,and general taxes and assessments,(including irrigation and utility assessments, if any) for the current year which are not yet due and payable and the Granter(s) will warrant and defend the same from all lawful claims whatsoever. Dated this 6th day of May,2019 Craig Robinson F t fS6k tZJJ tS�� Shauna Robinson State of. o County ]� On this day day of in the year of 2019,before me the undersigned Notary Public in and for said tare,pers ally appeared Craig Robinson and Shauna Robinson,known or identified to me as the erson whos ame(s)is/are subscribed to the within instrument,and ledge e t helshelthey executed the same.. N+4TAlElE KAWOmg COMMISSION#68388 Notary Public f . NOTARY PUBLIC Residing at: STATE OF IDA,40 My Commission Expires; S 0a/9eV202z Warranty Deed Page I of 3 File No:NXID-0309691 1 ADA COUNTY RECORDER Phil McGrane 2019_038023 BOISE IDAHO Pgs=3 CHE FOWLER 05108/2019 01:23 PM - NEXTITLE 515M 10-- WARRANTY DEED FOR VALUE RECEIVED Craig Robinson and Shauna Robinson,husband and wif GRANTOR(s)does(do)hereby GRANT, BARGAIN, SELL and CONVEY unto: a Nevada Epic Development Idaho II,LLCM Limited Liability Company GRANTEE(s),whose.current address is: 11785 Valley Sage Drive, Sparks, NV 89441 the following described real property in Ada County, State of I➢more particularly described as follows,to wit:' SEE ATTACHED EXHIBIT A TO HAVE AND TO HOLD the said premises, with their appurtenances unto said Grantee(s), and Grantees) heirs and assigns forever. And Grantor(s) does(do) hereby covenant to and with. said Grantee(s) that Grantor(s) is/are the owner(s) in fee simple of said premises, that said premises are free from all encumbrances,EXCEPT those to which this conveyance is expressly trade subject and those made, suffered or done by the Grantee(s); and subject to reservations,"restrictions, dedications, easements,rights of way and agreements,if any,of record,and general taxes and assessments,(including irrigation and"utility assessments, if any) for the current year which are not yet due and payable and the Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Dated this 6th day ofMay,2019. Craig Robinson _ �3t-YLa-g7�J Shauna Robinson State of a County On this _ day of in the year of 2019,before me the undersigned Notary Public in and for said tate,pens ally appeared Craig Robinson and Shauna Robinson,known or identified to me as the erson.Whose ame(s)is/are subscribed to the within instrument,and ac ledge e t he/she/they executed the same. COAIM[SSION ASBg3gg Notary Public f NOTARY Pus Residing at: STATE OF IDAtzO My Commission Expires' RMOMM22 Warranty Deed Page 1 of 3 Pile No:NXID-0309091 Escmw Filc No.: NX[a-9309691 - - - EXHIBIT"A" The Land is described as follows: A tract of land lying in the North 1f2 of the Northwest quarter of Section 24,Township 3 North,Range 1 West of the Boise Meridian,Ada County,Idaho,described as follows: Beginning at a point marking the Northwest corner of Section 24,Township 3 North, Range 1 West of the Boise Meridian,Ada County,Idaho,from which the North 1116th corner of said Section 24 bears South 89133'34"East a distance of 1327.72 feet; thence from said Northwest corner of Section 24,South 00015'00"West a distance of 400.00 feet;thence North 90100'00"East(formerly East)a distance of 628.26 feet(formerly 653.25 feet)to the Real Point of Beginning; thence South 00°00'00"East(formerly South)a distance of 454.42 feet(formerly 454.54 feet);thence South 65122'28"East(formerly South 65�22'East)a distance of 88.20 feet(formerly 88.82 feet); thence South 66101'28"East(formerly South 61101'East)a distance of 145.19 feet (formerly 130.42 feet)to the Southwest corner of land of Dennis M.and Jeanette J.Johnson,Instrument No.8943143, records of Ada County, Idaho; thence North 00108'27"East(formerly North 01°16'East)along land of said Johnson a distance of 917.86 feet (formerly 927.66 feet)to a point marking the.Northwest corner of land of said Johnson; thence North 57144134"West(formerly North 58105'West)a distance of 49.00 feet (formerly 49.05 feet)to a point in the centerline of W.Overland Road,also the North line of said Section 24;thence along said North line,North 89133134"West(formerly North 89°54'West).a distance of 254.85 feet(formerly 229.85 feet); thence leaving said North line,South 00°15'00"West a distance of 395.81 feet(formerly 395.61 feet);thence North 90100'00"East(formerly East)a distance of 82.91 feet(formerly 57.91 feet)to the Point of Beginning. EXCEPTING therefrom that portion deeded to Ada County Highway District by Warranty Deed retarded April 14, 2003 as Instrument No.103061492 and Warranty Deed recorded September 21,2006 as Instrument No. 106151264,records of Ada County,Idaho. FURTHER EXCEPTING that portion deeded to Danny Johnson and Jeanette Johnson, husband and wife by Quitclaim Deed recorded August 20,2007 as Instrument No.107117617,more particularly as follows: A tract of land lying in the North 1/2 of the Northwest 1/4 of Section 24,Township 3 North, Range 1 West of the Boise Meridian,Ada County,Idaho,more particularly described as follows: Beginning at a point marking the Northwest corner of Section 24,Township 3 North, Range 1'West of the Boise Meridian,Ada County,Idaho,from which the North.1/16 corner of said Section 24 bears South 89°33'34"East a distance of 1327.72 feet;thence from said Northwest corner of Section 24,South 00115'00" West a distance of 400.00 feet; thence North 90°00'00"East(formerly East)a distance of 628.26 feet(formerly 653.25 feet);thence South 00°00'00"East(formerly South 00'00'52"East)a distance of 454.47 feet(formerly 454.43 feet);thence South 65122'50"East(formerly South 65123158"East)a distance.of 88.17 feet; thence South 66101150"East(formerly South 66002'58'1 East)a distance of 134.39 feet to the REAL POINT OF BEGINNING; thence North 02125110"West(formerly North 02°26'18.."West)a distance of 396.57 feet; thence North 01158159"West(formerly North 02000107"West)a distance of 178.09 feet (formerly 178.06 feet); thence North 01°48'59"West a distance of 147.24 feet; thence North 00134'17"West a distance of 167.30 feet to a point on the Southerly Right-of- Way of Overland Road; thence South 89133134"East a distance of 41.39 feet(formerly South 89134'42"East a distance of 41.38 feet); thence South 00008'46"West(formerly South 00°07'35"West)a distance of 892.73 feet; thence North 66001'50"West(formerly North 66102158"West)a distance of 10.81 feet to the POINT OF BEGINNING. EscrowHcNo.:NX1b-0309691 EXIIIBIT"A" The Land is described as follows: A tract of land lying in the North 1/2 of the Northwest quarter of Section 24,Township 3 North,Range 1 West of the Boise Meridian,Ada County,Idaho,described as follows: Beginning at a point marling the Northwest corner of Section 24,Township 3 North, Rang-,1 West of the Boise Meridian,Ada County,Idaho,from which the North 1116th corner of said Section 24 bears South 89133'34"East a distance of 1.327.72 feet; thence from said Northwest corner of Section 24,South 001115'00"West a distance of 400,00 feet;thence North 90°00'00"East(formerly East)a distance of 628.26 feet(formerly 653.25 feet)to the Real Point of Beginning; thence South 00100'00"East(formerly South)a distance of 454.42 feet(formerly 454.54 feet);thence South 65122128"East(formerly South 65�22'East)a distance of 88.20 feet(formerly 88.82 feet); thence South 66101'28"East(formerly South 61101'East)a distance of 145.19 feet (formerly 130.42 feet)to the Southwest corner of land of Dennis M.and Jeanette J.Johnson,Instrument No.8943143, records of Ada County, Idaho; thence North 00°0827"East(formerly North 01°16'East)along land of said Johnson a distance o€917.86 feet (formerly 927.66 feet)to a point marking the.Northwest corner of land of said Johnson; thence North 57044134"West(formerly North 58105'West)a distance of 49.00 feet (formerly 49.05 feet)to a point in the centerline of W.Overland Road,also the North line of said Section 24;thence along said North line,Noirth 89033'34"West(formerly North 89154'West)a distance of 254.85 feet(formerly 229.85 feet); thence leaving said North line,South 00°15'00"West a distance of 395.81 feet(formerly 395.61 feet);thence North 90°00'00"East(formerly East)a distance of 82.91 feet(formerly 57.91 feet)to the Point of Beginning. EDM Partners May 13, 2020 Rezoning to Zone CG Legal Description BASIS OF BEARING for this description is S89°33'34"E between a found 1/2" Iron Pin at the West 1/16`" Corner and the Northwest corner of Section 24,Township 3 North, Range 1 West, B.M., Ada County, Idaho. THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 24,TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., ADA COUNTY, IDAHO AS DESCRIBED: BEGINNING AT A POINT IN THE NORTHWEST QUARTER OF SAID SECTION 24, SAID POINT BEING S89°33'34"E 545.35 FEET ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER AND 500'15'0011W 51.00 FEET FROM THE NORTHWEST QUARTER CORNER OF SECTION 24,TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M.; AND RUNNING S89°33'34"E 255.06 FEET; THENCE S00°34'17"E 167.30 FEET; THENCE S01°48'54"E 147.24 FEET; THENCE S01°58'59"E 178.09 FEET;THENCE 502*25'10"E 396.57 FEET; THENCE N66°01'50"W 134.39 FEET; THENCE N65°22'50"W 88.17 FEET;THENCE NOO°00'OOE 454.47 FEET; THENCE N90°00'00"W 82.84 FEET; THENCE N00°15'00"E 344.81 FEET TO THE POINT OF BEGINNING. CONTAINS 4.23 ACRES IN AREA www.edmpartners.com • 2815 East 3300 South,Salt Lake City, LIT 84109 • 801-305-4670 NORTHWEST QUARTER CORNER SECTION 24,TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M. 1/16TH CORNER (BASIS OF BEARING) (CENTERLINE OVERLAND ROAD) CPBF NO. 9016820 S89°33'34"E_1327.74' 545.35' 255.06' S89°33'34"E SO°15'00"W SO 1 TOO W 51.00' 51.00' 255.06' P.O.B. W o M � M O N W O O 00 in O M Z .P A V 00 N L A A fTl N N90'00'00"W 82.84' 91 Cq Cq CD ul 3 T U J A bA y W a o o oLn Ln o A u to O a' vNi Q rn O U sue. i" N6S o u 8�� 6 0750„ IV6 13 � 9 39, A W i k 0 Precision Storage A Partners • - Legal Description SCALE:1"=150' - DATE: FIGURE: 0 75 150 300 May 15, 2020 2 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) 'IS63 �v. 9^p," s D&. (name) (address) p -r� (city) (state) _ being first duly sworn upon, oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 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 j9 _ day of AR-e.N _ 20 -0 SUBSCRIBED AND SWORN to before me the day and year,first above written. REBEOGA W JENBEN �� � �f- COAtdIS810N#62470 (Notary Public for Idaho) NOTARY PUSUC STATE OF IDAHO Residing at: _� C (ZJ��fUtax- e r;�ian MY 001ON891pN EXPIRES t IJ2V=6 My Commission Expires.- Community Development■Planning Division.33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fu:208-8886854 www meridiancii% or:'planain_ COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) I 1-5A-5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC l 1-5A-5. 1Z 04/17/2020 Ap icant/agen ure Date Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-88"854»-%%•Sv,izieridiancitN'.Ury RlanninL' Ada County Assessor This map is a user generated static output from an Internet mapping site and is for general reference only.Data layers that appear on this map may or may not be accurate,current,or otherwise reliable.THIS MAP IS NOT TO BE USED FOR NAVIGATION OR LEGAL PURPOSES. l•�t�'�?I}} _ 7. Boise 14. Elmore W O•erfarid Rd - - 'air;hee�' -$ Legend Railroad Roads(2,000-4,000 s • <all other values> I - _ Interstate �; ?�• - - ���� r`' � Ramp Principal Arterial Collector Minor Arterial Local — ' r` 66 Parks f I.a Alley r - _ Driveway 17 r. r Parks Address _ I = 1? ❑ Townships Sections i1 v ❑ Condos _ _ } � ❑ Parcels 2' A 11' Z _- " • W[],vLmt rt ti 0 files . ,1`'`'`' 1-' . Scale: ',.1 4/1/2020 CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES ProjectlSubdivision Name:Langstron Building (Precision Storage Concepts) Date: 2/25/2020 Applicant(s)/Contact(s): Jarron Langston—Owner; Glenn Walker-Applicant City Staff:Joe D.,Brian, Bill, Joe B., Tom Walsh Location: 1345 W. Overland Rd Size of Property: .43 acres Comprehensive Plan FLUM Designation: Commercial on North portion; Medium Density Residential on South. Existing Use: Event Center Existing Zoning: R-8 Proposed Use: Commercial Storage Facility—Full-service, climate-controlled,drop-off RV storage to include cleaning;stocking of food, water, etc.; checking of fluids and tire pressure; some outdoor storage(accessory to indoor). Existing home to be demolished but event center will remain and potentially will become classic car storage. Proposed Zoning: C-G Surrounding Uses: Civic(new FD station)to West, Residential to the West; RUT/Residential to the East; Residential to the South. Street Buffer(s)and/or Land Use Buffer(s): 25' buffer to all residential uses; 25' landscape buffer to W. Overland (arterial). Open Space/Amenities/Pathways: N/A Access/Stub Streets:Access proposed via W. Overland Road.Will be required to create stub street(s)to adjacent property to the East. Check with ACHD regarding the shared access between this property and the property to the East. Waterways/Flood plain/Topography/Hazards: N/A History: AZ-04-027; CUP approved for a Church/Event Center under County. Additional Meeting Notes: No Comprehensive Map Amendment would be required to rezone from R-8 to Commercial. However,staff may not support this project at this location,as discussed in the meeting. -Narrative should include detailed description of business activity and business model (the more detail, the better). Explain why this project should be approved at this location and how it is not spot zoning. Include how accesses will work and how you will integrate the design and use into the residential uses. -Planning recommends a different zone other than C-G. Perhaps C-C,to be more consistent with nearby commercial properties. -Conditional Use Permit will be required in any commercial zone for Self-Service Storage; refer to UDC Specific Use Standards 11-4-3-34; any outdoor storage will have to be of an accessory use. -FIRE—Proposed building will require sprinklers and new hydrant nearby. -Existing warehouse in rear will need to have its sprinkler system reevaluated for capacity if use changes. -A turnaround meeting Fire code requirements will be required. Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: X Ada County Highway Dist. (ACHD)— ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Building Department Access issues ❑ Settler's Irrigation District ❑ Parks Department ❑ Idaho Transportation Dept. (ITD) ❑ Police Department ❑ Other: ❑ Republic Services ❑ Fire Department ❑ Central District Health Department ❑ Public Works Department Application(s)Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer X Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text ❑ Preliminary Plat ❑ Variance X Conditional Use Permit ❑ Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal andlor application. This pre-application meeting shall be valid for four(4)months. To Whom it May Concern, We are proposing the Re-Zone and Conditional Use Permit of 1345 W Overland Rd Meridian ID 83642, Parcel H S1224223270&S1224223300. The Meridian City Code requires a meeting between the applicant and neighbors.This is your notice to meet and review the creation of a Full-Service RV Storage Facility under the Commercial Zoning. The Conditional Use Permit and Re-zone will be approved through the City Meridian Planning and Zoning Commission and Meridian City Council. This is not a public hearing and public officials will not be present. If you have questions regarding meeting requirements, please contact the Planning Division at 208-884-5533. Due to the current state of Emergency throughout the country,this meeting will be held via Zoom video. Here is a link to the meeting: yLs�.Ilzoom.us/i/374098819. You can type this into your web browser, and it will take you directly to the online meeting. You can download the Zoom app on your mobile device or join the meeting on a desktop computer. If you have questions, please contact: Glenn Walker AIA, NCARB 1891 N Wildwood St. Boise, ID 83719 208-353-0734 gwwalkereadpboise.com Purpose:To review the Site Plan and Vision for the Full-Service RV Storage Facility When:April 21st 2020 at 6:00 PM Where: 1345 W Overland Rd, Meridian ID 83642 On-site in barn on South end of the property "�� � '-ALE' a.=;ed 39�ols aNVT�3no = ®o Wit Ewa Wit OHM MP � OPP ��" 9 He Go LLI ED 03 Cl ELL -�� W - 11111f s w ,— z j � E 3g nc � yx3 g a a C3 0000aoo gas a � oy � a $ pa � g$§ asp $ s ads �^ =s lugs Ig xag� - IRE IL �t�� w x - Ea`ib� w€a x��ae sFw HE- HD mg a oq � Rai s g� gg � � � g���lsg � �����4���p� $ E�z�s u Fz=aso�-lf-?e =���:� a3a.aLL_ �_4&a s'! g!A�e M— §§ Z: � n� H r � _= S x � qua s to $ gays -€➢sa%gg gad a p �fm�e �a$ia "s am �_ a ��zaeg$� ww * - � e85 .aw q y 8 tr s a u Qw< z' fi r _ �w 3'fe-„ aBap&sE` a w aw x a o s s 4 �g- y.zr �� @a@x,g e o= ;:F:F.--i -� _X c y'�Y 3ry t3 I A Lll H _ a _ q p s. X t w'r� Y a - > x � z - <'kf O Y O a q NEW STORAGE FACCLITS'FOR: N0.RSVISIOHS AeNS�` ADP ARCHITECTS d� a a y� DEVELOPMENT E ssueNaaremm x O EPIC DEVELOPMENT ARCHfTE'L'Y'URE& IZAL E'STATe PLANNING F �� C I W ` 1345 W.OVERLAND RD. CLSNN TFALH XS , AIA 1691 N WILAIYOAA ST. uFFica YOB-8b3-0f3� MERIDIAN,IDAHO 83642 BOISE, wfp V D2 T. � a-mg-ow 17ATIONS TOLL ID I LLC HARDY NICOLAS, HARDY NICOLE HALLMAN GREG C, HOPKINS MARY J 250 GIBRALTAR RD 1472 W ELIAS DR 1450 W ELIAS DR HORSHAM, PA 19044-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 INGALLS GLORIA CARNS JACOB T BOYER MICHAEL 1428 W ELIAS DR 1452 W COASTAL DR 1475 W ELIAS DR MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 HERMANSEN MICHAEL, HERMANSEN STARK PETER D CAMPBELL GREGORY E BARBARA 1427 W ELIAS DR 1405 W ELIAS DR 1451 W ELIAS DR MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 PERRON REBECCA BASS MICHAEL J, BASS SUSAN K MERIDIAN LAND HOLDINGS LLC 1347 W ELIAS DR 1305 W ELIAS DR PO BOX 160 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83686-0000 DEBGAR LLC ANDRADE-CRUZ BENJAMIN,ANDRADE BARTON COREY 1580 W OVERLAND RD ROSA 1977 E OVERLAND RD MERIDIAN, ID 83642-0000 1205 W OVERLAND RD MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 EPIC DEVELOPMENT IDAHO II LLC MERIDIAN RURAL FIRE PROTECTION JAMCO INVESTMENTS LLC, PREMIER 11785 VALLEY SAGE DR DISTRICT HOLDINGS INC SPARKS, NV 89441-0000 33 E BROADWAY AVE STE 210 3383 N FIVE MILE RD#123 MERIDIAN, ID 83642-0000 BOISE, ID 83713-0000 S3 INVESTMENTS LP 1937 S ROOSEVELTST BOISE, ID 83705-0000 In Attendance: 1. Glenn Walker-Architect 2. Jarron Langston - Developer 3. Truman Mathews- Developer 4. Andy Galbraith - Owner S. Gary Scarsella -Owner 6. Russell Gloria - Neighbor gwalker@adpboise.com From: PlanningReview <PlanningReview@achdidaho.org> Sent: Monday, March 30, 2020 1:54 PM To: gwalker@adpboise.com Subject: RE: Epic Development Glenn, A traffic impact study is not required for this application. Please let me know if you have any other questions. Mindy Mindy Wallace, AICP Planning Review Supervisor Ada County Highway District 208-387-6178 ACHD Development Services is open for business at our new location at 1301 N. Orchard Street, Suite 200 in the CSC building. Parking and building entrance are located on west side of building. From:gwalker@adpboise.com<gwa Ike r@adpboise.com> Sent: Monday, March 30, 2020 11:52 AM To: PlanningReview<PlanningReview@achdidaho.org> Subject: FW: Epic Development [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] Hello Mindy, could you let us know if we need to do a traffic impact study or not.The owners Epic Development is looking at constructing an approx. 30,000 sq. ft. RV storage facility located at 1345 W. Overland Road. See attached plans. Let me know if you need anything else. Thanks! Glenn Walker, AIA, NCARB Principal Architect ADP Architects, PA 1891 N. Wildwood St. Boise, Idaho 93713 p 1208 353 0734 e I gwalker@adpboise.com 1 Address verification is complete for record LDAV-2020-0162 Project: Epic Development Address: 1345 W OVERLAND RD MERIDIAN, ID 83642 Parcel(s): S1224223270 Lot: null Block: null Subdivision: 3N 1W 24 S1224223300 Lot: null Block: null Subdivision: 3N 1W 24 City of Meridian 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208-888-4433 www.meridiancitV.org 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. _ - -- - � y - m�m�m_mm_m -------------- - . .. na � ` 4 ' . $ `r �� r as �!'h. _— t #at S I M 44- 1 -F�?m k KEY NOTES ARCHITECTURE O 1 9'-0"WIDE HANDICAP ACCESS AISLE PAINTED w/TRIPS. 13 STRIPE AREA FOR WALKING PATH AS SHOWN,WIDTH=5'-0° DESIGNS PLUS, P.A. O O HANDICAP SIGN MOUNTED TO POST.REFER TO DETAIL 7/A-1.1 14 INSTALL ASPHALT PAVING,REFER TO CIVIL DRAWINGS o 1 35'-6" TYP.,AT EACH ACCESSIBLE STALL. Cq 3 PAINTED HANDICAP SYMBOL,REFER TO DETAIL 2/A-1.1 q o TYP.,AT EACH ACCESSIBLE STALL. 15 FIRE TRUCK ACCESS AROUND BUILDING o v U ` i� � 4 NEW 5'-0"WIDE x 4"THICK CONCRETE SIDEWALK W/ N N cv TURNDOWN EDGE REFER TO DETAIL 1/A-1.1 16 6 FT HIGH VINYL FENCE ALONG PROPERTY LINES 12 5 4"WIDE PAINTED PARKING STALL DIVIDER STRIPS,TYP. 13 17 EXISTING 3,185 SQ.FT. STORAGE FACILITY,THIS FACILITY HAS ADA RESTROOMS TO ACCOMMODATE THE NEW LANDSCAPE ISLAND/AREA,REFER TO LANDSCAPE PLAN,TYP. FACILITY. p p" 11 AS SHOWN o 18 FIRE TRUCK TURN-AROUND AREA w W � 7 EXTRUDED CURB TYP.REFER TO DETAIL 3/A-1.1 Cn I ONEW FACILITY REFER TO OVERALL FLOOR PLAN, SHEET A-2.0 5'-0" 39'-11" O12'-0"W x 12'-0"CHAIN LINK FENCE W/VINYL SLATS TRASH PROFESSIONAL SEAL ENCLOSURE,REFER TO DETAIL 6/A-1.1 25'-0" 1 FIRE HYDRANT LOCATION,REFER TO CIVIL DRAWINGS 8 16 11 (2)BICYCLE RACK PARKING W/3'-10"X 10'-0" 15 I CONCRETE PAD,REFER TO DETAIL 5/A-1.1 7 I 12 5'-0"WIDE SIDEWALK FOR CONNECTION TO STREET 7 II cono CO CDC/) I 0 OWNER DATA SITE DATA CO o � —v, OWNER: EPIC DEVELOPMENT PROJECT RECAP W Q1) 917 S.ALLANTE PL. BOISE,IDAHO 83709 • ADDRESS 1345 W.OVERLAND RD. Ew 208.724.6239 0 16 MERIDIAN,IDAHO 83642 I II • PARKING STALLS 5 STALLS TOTAL 16 ARCHITECT: ADP ARCHITECTS,PA PROVIDED (2)H.C.PARKING STALL 1891 N.WILDWOOD ST. BOISE,IDAHO 83713 7 • TOTAL SITE AREA 184,240 SQ.FT.OR 4.23 ACRES PROPERTY DESCRIPTION: • TOTAL BUILDING AREA: 29,400 SQ.FT.NEW I 7 I Parcel: S 1224223270 3,185 SQ.FT.EXISTING CYD Year:2019 • BUILDING COVERAGE: .177 OR 17.7% r l Parcel Status:Active in 2019 co Primary Owner: • PAVED AREA: 97,981 S.F .53 OR 53% 25-8" EPIC DEVELOPMENT IDAHO II LLC q 6 Zone Code:R-8 W ~ I Total Acres:4.143 • LANDSCAPE AREA: 49,627 S.F .27% OR 27% � > � q 14 Tax Code Area: 03 Instrument Number: • OTHER AREA: 1,068 S.F.005 OR.5% 2019038023 - INCLUDING BUT NOT o 6 I Property Description: LIMITED TO: CONCRETE, CO 10 PAR#3270 @ N SIDE NW4NW4 CURBING,AND SIDEWALKS SEC 24 3N 1 W IN CITY R/S 7680 25'-0" I #223301-B I Address: 1345 W OVERLAND RD MERIDIAN,ID 83642 Subdivision: 3N 1 W 24 1 g Land Group Type: SECT Township/Range/Section: 3N 1 W2 143'-0" I I 5 ^ 9 I :❑ 6 00 W p H O 17 I 9"0" 4 3 5 ❑ I 3 2 � � Q 1 2 I 2 U In azW � � 16 JOB NO: 2012 DATE: 02-25-20 DRAWN BY: GW NEW SITE PLAN NORTH SHEET NUMBER SCALE: 1" = 50'-0" A- 1 . 0 PLOT DATE: Apr 18,2020-337 prr COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT 3 1 2 3 4 5 6 7 8 9 10 cc ai a cc NOTES: NOTE: BACKFILL SHALL BE 100%TOPSOIL. 1. DO NOT DAMAGE OR CUT LEADER NOTE: c REMOVE ALL TAGS, TWINE OR WATER SETTLE ALL PLANTINGS TO 2. DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE STAKES. *CURB&ADJACENT PAVEMENT PER CIVIL OR HARDSCAPE PLANS OTHER NON BIODEGRADABLE ENSURE PLANT ROOTBALL 3. TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR. HOWEVER ANY TREES DISTURBED *TREE&SHRUB TO BE INSTALLED PER RESPECTIVE DETAILS o MATERIALS ATTACHED TO PLANT OR MAINTAINS 2" HEIGHT ABOVE FROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE REPAIRED OR REPLACED AT 'PLANTS& MULCH PER PLAN ROOT MASS. EXISTING SOILS WHEN COMPLETE. CONTRACTOR'S EXPENSE. STACK (� �p ROCK 0 = 4. WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION. G;1 l4 U6 nn nn 5. REMOVE ALL BURLAP, TWINE, ROPE, OR MATERIAL FROM THE TOP 3 OF THE ROOTBALL. (GQ O V IP a' 6. 5' DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE. 3"OF MULCH MIN. DO N NOT PLACE MULCH WITHIN 2"OF TRUNK OF TREE. EXISTING CLASS 1 TREES WALKWAY PER ARCH EXISTING SIDEWALK LANDSCAPE ;B TO REMAIN PER OH LINES ARCHITECTURE F- & MASTER PLANNING MOUND PLANTER 3.5" u' ABOVE TOP OF CURB W. OVERLAND ROAD (208)345-0500 c _ 404 S 8th St. #154 PROVIDE V MIN STEP SPACE TOP TWO STRUCTURAL TOP SOIL DEPTH AS --- Boise, ID 83702 o FOR ADJACENT PARKING < MULCH 2" MIN. ROOTS: <3" BELOW TOP SPECIFIED �� StackRockGroup.com ca GRAFT VISIBLE ABOVE SOIL EACH SIDE,TYP W W AWAY FROM TRUNK OF ROOTBALL. r • w� J � • 0 LINE //�� OF PLANT. TOP SOIL DEPTH AS �t+� WILLET C HOWARD, PLA Y FOLD BURLAP FROM TOP FINISHED GRADE .5" a OF ROOT BALL DOWN 3" DEEP MULCH MIN. LOWEST STRUCTURAL SPECIFIED W OFFICE: 208 345.0500 EMAIL: ROOT<5" BELOW TOP OF SOIL LINE OF THE TOP OF BELOW TOP OF WILL@STACKROCKGROUP.COM > INTO GROUND; SET TOP THE ROOT BALL AFTER CURB,TYP OF BALL FLUSH WITH ROOT BALL REMOVING EXCESS SOIL. 1'-0" CURB, 6"OR www.STACKROCKGROUP.COM cc ~� OTHER PER FINISH GRADE LAWN OR PAVING 212' 2-3"OF MULCH o \\� w CIVIL, TYP p o BACKFILL MIX SEE 0 0 L J �0 THE GRAPHICS AND DESIGNS N C7 N NOTES AND 0 BIKE RACKS PER ARCH ° Q O N THIS SHEET A R E SPECIFICATIONS. C \ • 0 ° 6 12"TO 18" FOR FG / //\//\/ // //\// / FG 00 I O DELIVERABLES THAT REMAIN 4 LARGER SHRUB / / / / / / / o v ROOT BALLS, SOIL SAUCER>3" HIGH \\�\\�\\�\\� //\\//\\�/\\�\\\ , °o � AT ALL TIMES PROPERTY INC.2 MAKE DEPTH MIN. REMOVE AT END OF �\j�\j�\j�\j\ \j�\j\\j\\j\\\ O w w STACK ROCK GROUP, C. 4" DEEPER THAN PROJECT / // // // // / // // // // O \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ \\ 0 REPRODUCTION OR REUSE OF BALL) \//\//\//\//\ / //\//\//\ //\//\//\//\//\ O THIS PRODUCT CONTAINED /\/\/\/\/\ /\/\/\/\ /\/\/\/\/\ O N BALL AND BURLAP PLANT(I F CUT AND FOLD WIRE \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ HERE IN IS PROHIBITED 3 WITH RIOOTS LOOSENED AND ROOTBALBASKET L COMPACT TOP OF COMPACT°SOIL UNDER /\//\//\//\/\\\jj\/\\/\\/\\/\\/\\�/\\�/\\�/\\�/\\\i/��//\//\ a BUILDING o w w CONSEWITHOUT THE NT OF STACKTTEN ROCK SOIL SURFACE ROOTBALL TO 90/° PROCTOR. \//\//\//\//\//\//\//\//�/ e PER ARCH 0 rnXD ROUGHENED TO PULLED OUT TO PREVENT \\j\\ \\ \\ \\ \\ \\�` p G R O U P I N C c� BIND WITH NEW SOIL PLANT FROM BECOMING ROOT N O Q BOUND) 0 ©2019 STACK 0 0 ROCK GROUP, INC. SHRUB PLANTING BALL AND BURLAP TREE PLANTING PLANTER ISLAND DETAIL ° Cl) o w w > 1"= 1'-0" 329333.16-01 3/4"= 1'-0" 329343.33-05 3/4"= 1'-0" 329343-04 5'-0"' O Seals LL 0 0 PRELIMINARY a v c c Ca LANDSCAPE NOTES: PLANT SCHEDULE o V, o •� EXISTING TREES DIAGRAM: o ,.•' of . � C' TREES BOTANICAL/COMMON NAME CONT CAL SIZE QTY REMARKS O w w 1. REGULATIONS & STANDARDS to smooth and uniform grade .5" below adjacent warranty fully intact. O �� w� �� *0� 1.1. All contractor work shall be conducted in accordance surfaces. 9.1.3. Install outdoor rated controller in specified location on o : '' B&B 2" 19 45 H x 25W latanoides 'Parkway' / with ISPWC (Idaho Standard Public Works 4.7. Amend all new plantings with 2 parts topsoil, 1 part plan, in a lock box with 2 keys. Coordinate with Acer p y °o ParkwayMaple CLASS II - Construction), 2017; and City of Meridian, ID codes, compost. project manager and general contractor on exact p GO (9000 —J 0 w D standards and state and local regulations. 5. LAWN AREAS location. o ° �, _��� A-16830 ��• 2. EXISTING CONDITIONS 5.1. Sodded lawn to be tall turf-type fescue, or approved 9.1.3.1. Controller to have On/Off rain switch or rain 0 F -1 o w w �d 04.16.20 4G�. Cercis canadensis/Eastern B&B 2" 2 20 H x 20' W 2.1. All utilities shall be located prior to construction and other. shut off device that does not alter program. Redbud CLASS I w O �i� :CXV protected. Any damage to structures, utilities or 5.2. Sodded lawn to be regionally/locally harvested, lay sod 9.1.4. 2-wire system to be installed per manufacturers concrete will be replaced at contractor's expense. within 24 hours of harvesting. recommendations. follow all recommended N I NOT FOR CONSTRUCTION 2.2. The site has many existing improvements such as 5.3. Lay sod to form a solid mass with offset, tightly fitted grounding and wire splice recommendations. Fraxinus pennsylvanica B&B 2" 17 50' H x 30' w w underground utilities, curb and gutter, light poles and joints on even grades. 9.1.5. All remote control valves (including master control 'Cimarron' /Green Ash CLASS II cn sidewalks. 5.5. Any existing lawn that is damaged shall be replaced valve)to have flow control device. �© •� �• w w 2.3. See Engineers plans for information about existing with sodded lawn of the same type of existing lawn. 9.1.6. Irrigation system piping to be minimum class 200 PVC0 w LU features. 5.6. All lawn areas adjacent to planter beds, gravel areas, or or approved equal, sleeves to be double the size Picea pungens/Colorado Spruce B &B 6•-7' 6 50' H x 20' W EXISTING 2.3.1. Refer to civil plans for all existing and/or proposed aggregate pathways shall have 4" black steel edging of pipes located within, all wires to be contained in H EVERGREEN TREES TO drainage pipes & locations, utilities. Protect all installed per manufacturer recommendations. Other separate sleeves 1-1/2" dia min. w REMAIN IF o drainage at all times, protect all utilities at all times. applications to be approved by owner and landscape 9.1.6.1. All pipe above 3" caliper to be gasketed, with PARKING cn SITE 0EXISTING TREES TO REMAIN IF 0 w PERMITS, CD 3. GRADING & SITE PREPARATION architect. approved joint restraints at all 45, TEE, ELL, Pinus flexilis'Vanderwolf's B &B 6'-7' 14 25'H x 15'W@ i w Y Pyramid' /Vanderwolf's Pyramid H EVERGREEN SITE PERMITS, REPLACE WITH 0 3.1. Prepare finish grades for planting by grubbing and 5.7. Lawn adjacent to buildings, structures shall be a 22, 11. y y TREES FROM APPROVED REPLACE °C removingweeds. If necessary apply Round-Up or minimum of 18" away from foundations. Lawn adjacent 9.1.7. Use common trenching where possible.. Pine WITH TREES Y pp Y P ( Y 1 9 p SELECTION LIST, CANOPIES FROM equivalent herbicide), using a certified applicator. to fences or other screening elements shall be a 9.1.8. All PVC located under hardscapes to be schedule 40 TO TOUCH AT MATURITY o Remove rocks and other materials over 2". minimum of 9" away. PVC with same req's as above. SHRUBS BOTANICAL/COMMON NAME CONT FDII L SIZE QTY REMARKS ® APPROVED 0 O SELECTION 0 3.2. All gravel overprep to be removed and disposed of off 5.7.1. Install " chi s or other approved ravel mulch type in 9.1.9. All wires to be Paige wire 7350 or 7351 direct bury wire cn w p pp 9 Yp Arctostaphylos uva-ursi 1 gal 39 6" H X 4.5'-5' W w Q LIST, y site. mow stri at a de th of 3" over commercial rade at a minimum of 12" below finished grade. 3 p p g •Massachusetts' / L CANOPIES E 3.3. Finish grade to be smooth transition to allow for entire weed barrier fabric installed per manufacturer 9.1.10. Connect mainline to point of connection in 'Massachusetts' Kinnikinnick _ TO TOUCH a site to be a� natural flowing space. recommendations. approximate location shown on plan. I AT Calamagrostis x acutiflora'Karl 2 gal 70 3� H x 3� W cn 3.4. Fine grade lawn areas to elevations set by Engineer's 5.8. Provide tree rings with a minimum 3' diameter around 9.1.11. Contractor is responsible complying with all codes Foerster' /Feather Reed Grass w Q O MATURITY 3 plans with positive drainage away from structures. all trees located in lawn, mulch type & and paying all permits necessary. N 3.5. Refer to Engineer's plans for grading information &for installation/application to match all other planter beds. 9.1.12. Sprinkler heads shall have matched precipitation Hydrangea paniculata'Little Quick 2 gal 43 4'H X 4' W O w w O• W y all drainage pipes and locations. Protect and retain 7. PLANTER BED MULCH within each control circuit. Velocities shall not Fire' /Little Quick Fire Hydrangea '^ a p drainage at all times. 7.1. All planter beds to receive 3" depth of black&tan mini exceed 5 feet per second. © v 3.6. No pooling or standing water will be accepted per rock mulch or approved equal, submit for approval prior 9.1.13. All drip irrigation to be buried 2" below finished Juniperus horizontalis'Blue Rug' / 7 gal 70 6"h X 8'W O O industry standards. to placement. Install over commercial grade weed grade. Blue Rug Juniper _ -- 4. SOILS barrier fabric per manufacturer recommendations. 9.1.14. Water schedule to be provided at a min of 80% O SS3 I Q 4.2. Lawn areas shall receive 12" min depth of screened 8. PLANTS evapotranspiration as determined by the local ET. Mahonia repens/Creeping 5 gal 53 3' H X 4' W w O 6'CLOSED O 0 iv topsoil. 9.1.15. Install all irri ation er irri ation drawin s. utilize Mahonia o p 8.8. All plant material shall be installed per industry 9 p 9 9 n c� VISION Z 4.3. All planter beds shall receive 18" min depth of screened standards. material specified or approved equal. I l FENCE topsoil. p 9.2. Contractor shall confirm the static water pressure at Rhus aromatica 'Gro-Low' / 2 gal 79 2'H x 8 W /1 Q � p 8.5. All plant material shall meet or exceed the minimum p Q AROUND V J a, Gro-Low Fragrant Sumac �^ p 0 4.4. Reuse of existing topsoil that has been stockpiled on federal standards as regulated by ANSI z60.1, least five days before construction begins and to I _� PERIMETERS, E site is permitted if: American Standard for Nursery Stock. Plants not contact the landscape architect in writing if the pressure w VINYL OR 0 T4.4.1. Topsoil is tested and analyzed to ensure a proper meeting these standards for quality, or plants is below 80 psi. Viburnum x burkwoodii/Burkwood 2 gal 6 5'H x 5'W D APPROVED W growing medium. Provide additional amendments 9.3. If an discrepancies are found, then local codes shall Viburnum cn OTHER z g g determined to be unhealthy by Owner's representative, Y p Uas determined by soil tests. will be rejected. prevail. LAWN -Sodded, tall turf-type fescue or approved other v 4.4.2. Topsoil is to be loose, friable sandy loam that is clean 8.6. All Ball and Burlap trees to be installed per Balled and 10. CONTRACTOR RESPONSIBILITIES a and free of toxic materials, noxious weeds, weed Burlapped planting detail. All shrubs to be installed per 10.1. Estimated quantities are shown for general reference © 25'-0-- J 0 v seeds, rocks, grass or other foreign materials. detail. only. Contractor shall be responsible for all quantity Gravel-3/8"chip or approved other \ Z 4.4.3. Topsoil shall have a ph of 6.5 to 8.0. 8.7. Trees and shrubs over 30" shall not be planted within estimates. �� W f° U 4.4.4. If on site topsoil does not meet these minimum clear vision triangles. 10.2. All plant material and workmanship shall be guaranteed \ w standards contractor is responsible for providing for period of one year beginning at the date of ® Existing Trash Tree to be removed,Arborist shall Verify Tree Mitigation > LU p p g 8.8. Fertilize all trees and shrubs with Agriform planting p Y g 9 approved imported topsoil or improving onsite tablets or approved equal. Apply per manufacturers Acceptance by Owner. Replace all dead or unhealthy Existing Tree to remain protect&preserve,typ O I O O >; topsoil per the approval of the project manager. recommendations. plant material immediately with same type and size at O ® \ ❑ 4.5. If imported topsoil is used it must be from a local source g. IRRIGATION no cost to Owner. NORTH -0and be screened free of any debris or foreign matter. 9.1. Irrigation system shall be built to the following 10.3. Landscape contractor to turn in as built drawings at the REVISIONS 8 Topsoil must not contain rocks, sticks, lumps, or toxic specifications: end of project. Substantial completion will not be TRASH ENCLOSURE PER ARCH a matter and has a pH of 6.5-8.0. 9.1.1. Adhere to city codes when connecting to city water. granted until 2 copies @ 1"=20' scale are turned in and MIRK DATE Description v 4.6. Smooth, compact, and fine grade topsoil in lawn areas 9.1.2. All irrigation material to be new with manufacturers' approved by owner's representative. Q I / Q ® ** ** 3, 11. In the event of a discrepancy, notify the General Contractor. 0 t o 0 O 0000000000 o LANDSCAPE REQUIREMENTS L � o 25 0 0 0 y CODE REQUIREMENTS PER MERIDIAN CITY CODE STREET BUFFER: CU 0 *1 TREE PER 35LF °o BUILDING 8. m STREET NAME LENGTH (LF) TREES REQUIRED TREES PROVIDED ' O i • OVERLAND 216 5* 5+ *CLASS I TREES DUE TO OVERHEAD LINES v JOB NO: 19-1288 o *CONIFER TREES ADDED TO PROVIDE BUFFER 0000. o O DATE: 04.16.2020 v ° 0 DRAWN BY: JB/KS o PERIMETER BUFFER: CHECKED BY: JB *TREES AROUND PERIMETERS SHALL HAVE CANOPIES TOUCHING AT MATURITY 0 CU v *EXISTING TREES TO REMAIN FOR MATURE CANOPY/BUFFER DRAWING TITLE EXISTING TREES TO REMAIN IF o PARKING LOT: SITE PERMITS, REPLACE WITH WALKWAY LANDSCAPE o *INTERIOR PARKING LOT LANDSCAPING REQUIRED FOR PARKING LOTS WITH 12 OR MORE SPACES TREES FROM APPROVED � *1 TREE PER PLANTER ISLAND IN PARKING LOTS WITH 12 OR MORE SPACES SELECTION LIST, CANOPIES / TO TOUCH AT MATURITY N j PLAN PLANTERS TREES REQUIRED TREES PROVIDED � 3* N/A* 2* W *PARKING LOT HAS UNDER 12 PARKING SPACES, NO LANDSCAPING IS REQUIRED. UJ o t MINIMUM PLANT SIZES: 2c PLANT TYPE: MINIMUM SIZELU Q *EVERGREEN TREES: 6-0" HT. MIN. *ORNAMENTAL TREES: 2"CALIPER MIN. *SHADE TREES: 2"CALIPER MIN. SHEET NUMBER a y *WOODY SHRUBS: 2 GAL. MIN. 0 50 100 150 feet o CU Ll00 NORTH SCALE: 1" = 50 0 v Y y 0 t Q H 1 2 3 4 5 6 7 8 9 10 ARCHITECTURE DESIGNS PLUS, P.A. w � N '�I O W � a ti 1 2 3 4 METAL SIDING 5 6 7 8 9 10 11 STEEL CANOPY PROFESSIONAL SEAL o � N STUCCO POP-OUTS INSULATED HOLLOW HIGH GRADE METAL SIDING FACADE STONE VENEER INSULATED HOLLOW HIGH GRADE METAL INSULATED HOLLOW of METAL DOOR STUCCO INSULATED OVERHEAD METAL DOOR SIDING FACADE METAL DOOR � � o DOOR co INSULATED HOLLOW METAL DOOR rTl W � o �a EAST ELEVATION SCALE: 3/2" = V-0" N W � � � W Wq � co w � q � co F E D METAL SIDING 12 %a" 7TFU_M � N N . . ...... ... ... ...... ... O • O STUCCO POP-OUTS INSULATED OVERHEAD STUCCO ~ DOOR STONE VENEER HIGH GRADE METAL O SIDING FACADE w T 1 ow • � NORTH ELEVATION SCALE: %2" = F-0" W JOB NO: 2012 DATE: 02-25-20 DRAWN BY: GW SHEET NUMBER A-3 . 0 PLOT DATE: PVr 22,2020-509 pm COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT ARCHITECTURE DESIGNS PLUS, P.A. w � N '�I O F-� 11 10 9 8 7 6 5 METAL SIDING 4 3 2 1 oa � 0 STEEL CANOPY w W PROFESSIONAL SEAL o � N STUCCO STONE VENEER HIGH GRADE METAL SIDING FACADE INSULATED OVERHEAD HIGH GRADE METAL DOOR STUCCO POP-OUTS SIDING FACADE lzr CID00 WEST ELEVATION w w � SCALE: %2" = P-0" W W � � � W Wq � co w � q � co METAL SIDING 12 y4" O STUCCO POP-OUTS INSULATED OVERHEAD INSULATED HOLLOW �j p STUCCO DOOR METAL DOOR STONE VENEER w ►-� W ., W SOUTH ELEVATION p SCALE: %2" = V-0" w JOB NO: 2012 DATE: 02-25-20 DRAWN BY: GW SHEET NUMBER A-3 . 1 PLOT DATE: r 26,2020-&,59 am COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT ol (2) 1/4"-GALV.BOLTS 1"DEEP TOOLED JOINT 3"HIGH"HANDICAP BLUE"LETTERING OVER _ _ _ _ _ _ o _ CONCRETE SLAB ARCHITECTURE WHITE METAL SIGN BACKGROUND AT NEW _ �_ �_ �_ �_ �_ �_ BROOM FINISH HANDICAP PARKING AREAS(VAN ACCESSIBLE COMPACTED GRAVEL DESIGNS PLUS P A WHERE APPLICABLE SEE SITE PLAN) III= - - - = — = BASE 1„RAD SIDEWALK ' 1/4"PER FOOT SLOPE COMPACTED SUB- ASPHALT A GRADE a BASE SCORING AT 5'-0"O.C. s "DEEP TOOLED JOINT. a s Oo�0o cv 6"xV W I A x W 1.4 W.W.F. 4 _ PARKING JOINT ED EXPANSION FILLER 2"-3/4"MINUS CRUSHED 2"x2"x.188"GALV. STEEL TUBE. EXTENDS - GRAVEL VAN INTO CONC.FILLED PIPE T-0". PROVIDE CONCRETE SLAB 6 (1)#4 BAR-CONTINUOUS. ACCESSIBLE WELDED WATERTIGHT CAP. - �_ = _ _ _ _ _ _ � � COMPACTED GRAVEL III=1 =1 =1 =1 =1 =1 =1 BASE o III III III III III III COMPACTED EARTH '~ COMPACTED SUB- GRADE W FINISHED CONCRETE,PAVEMENT OR GRADE. EXPANSION JOINT AT 20'-0"O.C. O 4 1 CONCRETE PAVEMENT DETAIL TYP. SIDEWALK W/ TURNDOWN EDGE PROFESSIONAL SEAL NOTE: -- EACH PARKING SPACE INTENDED FOR SCALE = I"= I'-0" SCALE = 1" = 1'-0" ACCESSIBILITY SHALL BE IDENTIFIED BY A PERMANENTLY AFFIXED REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN ON STEEL BEADED TEXT,(OR EQUAL),DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SIGN SHALL NOT BE SMALLER THAN 216 SQ. NOTE: INCHES IN AREA AND SHALL BE CENTERED AT ONE RACK EQUALS THREE THE INTERIOR END OF THE PARKING SPACE AT BICYCLE PARKING STALLS NEED A MIN.HEIGHT OF 54"FROM THE BOTTOM OF THE TOTAL OF 2 RACKS FOR A TOTAL 4'-6" SQ. SIGN TO THE PARKING SPACE FINISHED GRADE, OF(6)BICYCLE PARKING STALLS. /01 OR CENTERED ON THE WALL AT THE INTERIOR BLACK BICYCLE RACK END OF THE PARKING SPACE AT A MIN.HEIGHT OF 36"FROM THE FINISHED GRADE,GROUND OR SIDEWALK. COLORS:BLUE BACKGROUND, - WHITE FIGURE. 0 0 BLUE BACKGROUND 1 9 5/8" oo Cc N � 00 PAINTED HANDICAP @� SYMBOL,WHITE LOGO W I W WN BOLT DOWN BOLT � MOUNT N 00 I BICYCLE RACK DETAIL r 1 2r 81, MIN. tl SCALE _ /4" = 1'-0" W q cn 401 HANDICAP SYMBOL ASPHALT MARKINGS 2 HANDICAP SIGN SCALE NTS SCALE = NTS 12'-0" x x x x x SLOPE Y4" _ PER FOOT f r O 6"0 STANDARD STEEL PIPE-FILL i W i /� NOTE:WEAKENED PLANE CONTRACTION JOINTS W/CONCRETE(PAINT EXPOSED c X TOOLED ON 10'-0"CENTERS. PORTION OF PIPE W/SHOP PRIMER N a, X\ AND(2)COATS OF ALKYD \� 10" ENAMEL-YELLOW.) Q LINE OF GRADE BEHIND CURB BROOM FINISH o PROVIDE(2)PIPE BOLLARDS L J AS SHOWN,REFER TO DETAIL SLOPE COAT PORTION OF PIPE BELOW 8/A-1.1 PER FOOT 2tl aR=2" a N GRADE W/(2)COATS ASPHALT a M--I EMULSION. LX X X X X a R=1110 %"THICK FIBERBOARD CONCRETE APRONoc z ISOLATION JOINT. d PLAN VIEW CUT EXTRA ASPHALT ASPHALT PAVING w O n� TO WITHIN 2"OF CURB III III CONCRETE WALK.OR [�] `•, A.C.PAVEMENT. a 12'-0" 18"0 CONCRETE FOOTING. EXTRUDED CURB DETAIL SCALE = NTS Q � w ~ 2"DIA.POST ANCHOR ~ WITH(4)%"DIA. EXPANSION BOLTS TYP. H� w PROVIDE INTERWOVEN o PIPE BOLLARD DETAIL VERTICAL SLATS,TYP. 8 JOB NO: 2012 SCALE = NTS D ELEVATION VIEW ATE: 02-25-20 DRAWN BY: GW 6 SHEET NUMBER TRASH ENCLOUSRE SCALE = 1 " = 1'-0" A- L 1 4 PLOT DATE: r 18,2020-11:59 am COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT A B C D E F ARCHITECTURE I2°-° DESIGNS PLUS, P.A. I I I I I I 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" I I I I I I W q o I I I I I I _ I I N L J v1 o � � o � w M � W W � o � � PROFESSIONAL SEAL 0 N ----------------------------------------------------------------------- ------ O i V1 N d- 0 0 � � Co � N I C � PROPOSED FACILITY I o ------- MATCH LINE MATCH LINE ------ I I I I I N c I I O I I cy'D V � cn N Ind ~ D - - � � CIO � o ___________________________________________________________ ___________ N I I - C in N M i O ELECTRICAL ROOM FIRE RISER ROOM ~ 1 0)- - - - I I I I I I w JOB NO: 2012 DATE: 02-25-20 DRAWN BY: GW OVERALL FLOOR PLAN NORTH SHEET NUMBER SCALE: %6" = 1'-0" A-2 . 0 PLOT DATE: r 21,2020-12;42 pm COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT ARCHITECTURE I I DESIGNS PLUS, P.A. I I I I ------------------1 ------------------ o o MATCH LINE ---------------------------------------------------------- MATCH LINE ------------------ ---- -- (mil ------------------------------------------------------------ v — — --- 7 ---------�------------------�--- C� ------------------1 ------------------ I I I I I I I I DASHED LINE POTENTIAL FUTURE TENANT DEMISING WALL c N I I N I I _ I I o I i I I N I I ------------------1 ------------------ o O) 0 N 5 I I 5 � 0 PROFESSIONAL SEAL N O O M M O i N STORAGE AREA � o � o c cQ �1 °) o --------------------------------------------------- --------------------------------------------------------------------------------------------------------- o N v1 o DASHED LINE POTENTIAL FUTURE o M TENANT DEMISING WALL M ti co o _91 (t N N cInd o W q 0 N N �-q c) ~O N c2) 2� 3'-0"X T-0"INSULATED 2 - - - HOLLOW METAL DOOR - - 2 F-�-1 ---------------- cn I I I I I `4 ELECT. N 12'-0"X 14'-0" INSULATED RM. N OVERHEAD DOOR o aJ 3'-0"X T-0" INSULATED FIRE HOLLOW METAL DOOR C'� O RISER RM. ` O0 T^ I I V 1 I I (Di - _ 22'-0" 1 54'-0" 1 12'-0" 6'-0" 14'-8" 3'-4" 4'-0" 'ol ol 2'-0" i n � n 1 i n 1 i n 1 i n 24-0 24-0 24-0 24-0 24-0 120'-0" ol [� 2 u w ow � MW A B C D E F JOB NO: 2012 DATE: 02-25-20 FLOOR PLAN - SOUTH HALF NORTH DRAWN BY: GW SCALE: %" = F-0" SHEET NUMBER A-2 . I PLOT DATE: r 26,2020-&,,l am COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT ARCHITECTURE DESIGNS PLUS, P.A. A B C D E F w q 120'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 21-011 op op op op 21-01f op 22'-0" 24'-0" 24'-0" 6'-0" 12'-0" 6'-0" 22'-0" 11 — — 11 0 77 I I I I I I M o I I I I I I N 12'-0"X 14'-0"INSULATED PROFESSIONAL SEAL OVERHEAD DOOR 3'-0"X T-0"INSULATED HOLLOW METAL DOOR N M � O o N � O Cc, � c cQ 91 w 0 0 � w ti 0 Co N W Wgco DASHED LINE POTENTIAL FUTURE �, q TENANT DEMISING WALL q 8 N N - � co � c2) � STORAGE AREA 0 N O O M M Ium O O I _ ` I � 1 I O iV I I N I I ^ I I I I I I o — MATCH LINE MATCH LINE — 6 - - ________________________________-- ____________— ___________________—________---- ---__- ---_____ - - 6 UN ------------------ 2 w I I � DASHED LINE POTENTIAL FUTURE Z TENANT DEMISING WALL I I I JOB NO: 2012 DATE: 02-25-20 FLOOR PLAN - NORTH HALF NORTH DRAWN BY: GW SCALE: %" = F-0" SHEET NUMBER A-2 . 2 PLOT DATE: r 26,2020-&,,l am COPYRIGHT ALL RIGHTS RESERVED. THIS DRAWING AND ALL INFO. CONTAINED HEREIN, IS THE PROPERTY OF ARCHITECTURE DESIGNS PLUS P.A., AND MAY NOT BE REUSED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT PRECISION STORAGE OWNER 1345 W. OVERLAND ROAD, MERIDIAN, IDAHO 83642 EPIC DEVELOPMENT 9563 W. INSTRUMENT #2019038023 BOISE,ID 3R709SS DRIVE PARCEL #S1224223270 SUBDIVISION 3N 1W 24, CITY OF MERIDIAN, IDAHO 273561 , C CONTONTACT:JARRON LANGSTON Partners ARCHITECT: ADP ARCHITECTS 2815 E 3300 S, Salt Lake City, UT 84109 °° 1891 N.WILDWOOD ST. I i I BOISE, ID 83713 (801) 305-4670 wvvw.edmpartners.com 4.17' 19 1 19 1 4.17' I I I I (208) 353-0734 N00°15'00"E 344.81' I I a I I CONTACT: 263.82' R10.83' I I I I I I (A)GLENN WALKER,AIA,NCARB 19 R20.8 I1 7 1 25.00' I II I I • LANDSCAPE 009 1 I 54 41.41' 41.62' III 7 I III 11 T: ARCHITEC 1 3 7 R5.17' I \ I STACK ROCK GROUP R7.17 I SCALE: 1" = 40' o 0 13 1.91'� 235.71' 21.66' x I 11 I I A 404 S.8TH ST.,SUITE 154 BOISE, ID 83702 0 1 50.56' I 11 I I A 1 (208) 716-4787 EXISTING GRAVITY BM#2 Z 52 I III IRRIGATION HEADGATE N: 41760.29' BLDG #1 7 u CONTACT: 20 4O gO 12O III I a �-1 Fr+T�-1' I (LS)JESSE BUSTER,PLA 1 18 1 1 E: 25424.58' 100 50 1 x I I DEVELOPER: _ No0°00'00"E 454.47' 19 I III I V '� CIVIL/SITE ENGINEER: 13.66' BM 51 1 1 I III I 25.00' 1 1 53 25.00; 13 16 1 � I EDM PARTNERS III IC! I I N PO BOX 6925 R20.00' 17.16'' N- 24.17' 24.68' x _I III N I FTC O BOISE, ID 83707 68.54' f�IM� 350.81' 7 R15.00' /� � �, I I � � CONTACT:�ED BURKE, PE 68 MF010 26.54' 30,000 SQ. �. �\ 7 7 54 7 54 STORAGE 120.01' 19 II I I a I DEVELOPMENT 4 1 9 54� I 52 FACILITY 9 I 120.00' R1.17' EXISTING CONCRETE try 44.90' 1 10 4 ` 2.12 R1.17' III �' GRAVITY IRRIGATION = (9 00,DITCH 20.00' " '1�J � (PROTECT IN PLACE) 16 1 9u0• -� 1 C° III a I NOTES: 7 z 5 N � 50 B 55 54 I 13 63 7, 50 x . S2444S `" 51 53 517' 10.00' x I I I SITE STATISTICS: 1. All sanitary sewer improvements shall conform 1 I III 38 37 9 with the standards and specifications of the R5.17' 85.31' 5.00' R28.00' 245.00' 21.66'- I TOTAL SITE GSF: 8 14.25' 7 13 7 39 1 184,244 SF City of Meridian. 7.00' \\\\\\\\ I 8 g I 1 4.23 AC 2. All culinary water improvements shall conform 78.41'_ - _ _ z47.o9'752 51 36 35 1 34 I with the standards and specifications of the 53 / - - 18.00' R1.25' (• (SS) 49.63' I 13 38_86' I EXISTING I $ 9.08' w 51 (ss) 1 CA I 33 I I 1 City of Meridian. * EXISTING BUILDING: q I S (SS) (SS) � 3,185 GROSS SQ FOOT n, (J x 50 � 50 I 3. All improvements in the public right of way a 3,185 SQ. �. 20.00' � 50 � 19 25.00' a 140.61' 1 � 30 � _ ) I I "- * BUILDING: shall conform with the standards and STORAGE I 1 f® f® (W)19 (W) X w) R14.17' r R14.17' 30 1 I 1 30,000 GROSS SQ FOOT specifications of the Ada County Highway FACILITY 1 2 30 (W) 19 X x'x"TOTAL HEIGHT 0 4 R19.17' 1 7.38' I District (ACHD) and the Idaho Standards For _ _ - - 31 w (W) 95.93' 1 N ?STORY, TYPE II B 13.59' 54 129.67' ( ) 178.22' 147.54' 3 4 1 6.49'I 2 08 1 (w) F I Public Works Construction -ACHD Supplement -� 1 R1.25' 7 3 4 7 51 51 1 I I HEIGHT RESTRICTIONS: (ISPWC-ACHD), . R20.83' � 1 I�26.00' 318.13' 7 _ 13 3 4 24.17' 1 19 1 1 a I c 65'-0"MAX HEIGHT 4. All private improvements shall conform to Idaho 1 1 2 2 3 4 25.00' 1 19 J I Standards For Public Works Construction / 3 ti 1 7 3 4 25.00' 1 1 53 BM I I EXISTING ZONING: l\ 4 3 4 1 S00°34'17"E 167.30' 14.90' �` 4 25.00' 1 16 32 53 _501°48'54"E 147.24' 1 1 4.81' R15.00' I �\ I I ZONED R 8 (ISPWC) standards and specifications. 5. Contractor to field locate and verify the 13 � 16 S01°58'59"E 178.09' 1 1 BM#1 I PROPOSED ZONING: horizontal and vertical location of all utilities ,/9 53 1 N: 41935.47' I I �r S02°25'10"E 396.57' E: 25600.55' I I ZONED C-G I prior to beginning work. SETBACKS &EASEMENTS: l� a I I FRONT 0'PROPERTY LINE SETBACK 25 ARTERIAL LANDSCAPE BUFFER SIDE U PROPERTY LINE SETBACK F I REAR 0'PROPERTY LINE SETBACK I IRRIGATION: a WATER RIGHTS BEHIND KENNEDY LATERAL WATER RIGHTS = 0.25AC WATER MASTER = DEXTER KING F 1 (208) 809-0720 Q CONSTRUCTION KEYNOTES WATER KEYNOTES SEWER KEYNOTES STORM DRAIN KEYNOTES SURVEY CONTROL INSTALL ASPHALT PAVEMENT. SEE TYPICAL PAVEMENT SECTIONS, 1O THIS SHEET. 30 EXISTING 6"WATER LINE 50 EXISTING 8" SANITARY SEWER MAIN *INSTALL 6" ASTM 3034 SDR 35 ROOF DRAIN LINE M BM O BM BM O2 SAWCUT EXISTING ASPHALT, REPAIR PER ISPWC SD-303 TYPE-'P' ELEV:2607.45' (ACHD SUPPLEMENT) O 51 EXISTING SANITARY SEWER MANHOLE 51 CONNECT TO BUILDING DOWNSPOUT. COORDINATE WITH N:41935.47' 31 REMOVE EXISTING METER PLUMBING PLANS. PROVIDE FITTINGS AS REQUIRED. E:25600.55' O EXISTING ASPHALT/EDGE OF ASPHALT RELOCATE EXISTING HYDRANT, FOUND 1-2WCAP 7323 INSTALL PER MERIDIAN SD-W7 Et 32 52 CONNECT 4" SAN. SEWER SERVICE TO EXISTING SEWER MANHOLE. 52� DISCHARGE PIPE. PROVIDE GRATED OUTLET FITTING. SEE BM#2 O W-8 CORE DRILL Et INSTALL ELASTOMERIC BOOT w/NONSHRINK GROUT LANDSCAPE FOR SELECTION. ELEV:2624.01 PAVEMENT SECTION TABLE O REMOVE EXISTING ASPHALT N:41760.29' 4 INSTALL FIRE HYDRANT ASSEMBLY, PER ISPWC SD-404, MERIDIAN ' 33 5 E:25424.58 3>CONSTRUCT BIOINFILTRATION SWALE DETAIL, THIS SHEET DUMPSTER PAD LIGHT DUTY RIGID PAVEMENT SD-W7 Et W-9 FOUND 5-8WCAP LS7314 INSTALL 4" PVC ASTM 3034D SDR 35 PVC SANITARY SERVICE @ 2.0%, :.'. MAP PATTERN O PROPOSED FIRE TURN AROUND 53 PER ISPWC SD-511 "A" 34 CONNECT TO EXISTING 12" WATER MAIN, PER MERIDIAN SD-W1 w INSTALL CURB DRAIN, PER ISPWC SD-715 CONCRETE 6.0" N/A 6.0" OINSTALL CONCRETE DUMPSTER PAD. SEE DETAILS. SEE LANDSCAPE PROPOSED BUILDING CORNERS 6 APPHALTIC CONCRETE N/A 2.5" N/A PLAN FOR TRASH ENCLOSURE DETAILS 54 INSTALL 4" CLEANOUT PER ISPWC SD-506A 35 1" DOMESTIC SERVICE LINE, PER MERIDIAN SPECIFICATIONS POINT # NORTHING EASTING DESC CRUSHED AGGREGATE BASE 8.0" 4.0" 6.0" O INSTALL 10" VERTICAL EXTRUDED CURB (NO GUTTER), SEE DETAIL 1" DOMESETIC WATER METER, PER MERIDIAN SD-W1, SD-W-2, 1 41809.14 25396.61 BLDG #1 STRUCTURAL SUBBASE N/A 12.0" 6.0" INSTALL SIDEWALK, PER ISPWC SD-709. ALL SCORING/JOINT 36 TERMINATE LATERAL WITHIN 5' OF BUILDING. SEE SD-W5 55 PLUMBING/MECHANICAL PLANS FOR CONNECTION DETAILS. 2 42054.14 25516.61 BLDG 2 COMPACTED SUBGRADE SEE GEOTECH SEE GEOTECH SEE GEOTECH O PATTERNS PER ISPWC SD-714/714A. WIDTH PER PLAN. # REPORT REPORT REPORT 37 2" SERVICE TAP, PER ISPWC SD-402 OVAN ACCESSIBLE HANDICAP STALL, PER ADA SECT. 502, SEE DETAILS A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY 3g 2" PE C901 FIRE SERVICE LINE, PER ISPWC SD-402 SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. 1 0 INSTALL HANDICAP PARKING SIGN - VAN ACCESSIBLE R7-8A - IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY THE PROJECT GEOTECH. WATER SERVICE TO TERMINATE 5' FROM BUILDING. CONTRACTOR MATERIAL SPECIFICATIONS: 39 TO COORDINATE WITH PLUMBING/MECHANICAL PLANS FOR ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF ISPWC,SECTION 810 CLASS III 11 HANDICAP ACCESS AISLE, PER ADA SECT. 502., SEE DETAILS CONNECTION. PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 4 IN WIDE WHITE PAINT STRIPING AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS. MIN, 6' FREEBGAIRD STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS RECOMENDED DETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT THAT THE 13 LANDSCAPED AREA, SEE LANDSCAPE PLAN f, MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 3 THE COMPONENT THICKNESS. PRETREATMENT FaREBAY Y W.S. 50 YEAR STORM �_� GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801, Precision Storage OPTIONAL CHECK DAM SQUARE SAND - � III-I I �-I I� TABLE 1. 14 LANDSCAPED PLANTING ZONE, SEE LANDSCAPE PLAN OR FLOW SPREADER FALTER w�NDQ�' �I, - (OPTIONAL) �_I I I__ 1345 W. Overland Dr. 6' CLOSED VISION FENCE AT PERIMETER OF PROPERTY. SEE I I 1 I ,x. * * 41 CEDAR OR REDWOOD Site Plan for � 15 ARCHITECTURAL PLAN = - w v w w v W w w .Ir 3Y w w d+ w v STORMWATER INFILTRATION SWALE AREA. SEE GRADING Et STORM w w w w w _ f EDGING (OPTIONAL) se onditiona -1 I- Cl U P v1 6 WATER PLAN .� _ w w .4- .41 * w .4 y s- w - w *SLOPE 2� � � ►• v � w w PERMEABLE SOIL `a.� = OPTIONAL � PROJECT: PRESSURE IRRIGATION POINT OF CONNECTION (POC). PRESSURE 1- J 4, 5, * * - 4- -1 * * w 2'' DRAIN ROCK COVER k DRAWN BY: ERB - - 0 SAND FILTER kL 1 IRRIGATION CONNECTION TO PRIVATE WATER LATERAL, CITY OF INS 2'- 8' MAXIMUM '� ` "' �' �' �+� ��� � FILTER FABRIC, (TOF' ,� SIDES) WINDOW w REVIEWED BY: ERB MERIDIAN WATER. COORDINATE WITH IRRIGATION PLAN. _ 4. , CHbFJNEL WIDTH *SWALE B�OTTOM� w �, ,� ��� � �' NOTE:WEAKENED PLANE CONTRACTION JOINTS LLI TOOLED ON Ior-o"CENTERS. REVISIONS: No. DATE REMARKS W ASTH C-33 FILTER' SAND � Ai 1 8 EXISTING FENCE TO REMAIN ;► v v w .► w w w v w w w Z w o Cr 0 z LINE OF GRADE 10" c RIPRAP a k w *. .411 1 y u z , 1 9 REMOVE EXISTING FENCE BEHIND CURE � 1 BROOM FINISH o w 10 IVco IVw c w w w w w v w w w w w wAL DUMPSTER PAD Et ENCLOSURE. SEE ARCHITECTURAL PLANS FOR o - 21- ENCLOSURE DETAIL MINIMUM 2' FROM PROPERTY LINE W.S. -I I I_111-I I I11 III-III- q a a o EXTEND PERMEABLE :SC1IL .R=I DATE: INSTALL CONCRETE PAD Et BIKE RACKS. SEE = IF SAND FILTER W1NI10'w April 27, 2020 NOT USED w SHEET NUMBER: #�4,�, VI CUT EXTRA ASPHALT ASPHALT PAVING PLA _EW CROSS ECTI O N A - A TO WITHIN z of CURB A BIOINFILTRATION SWALE DETAIL cup�i 10" EXTRUDED CURB DETAIL a