The URL can be used to link to this page

Application MaterialsApplicant name:GLENN WALKER, ADP ARCHITECTS Phone: Applicant address:1891 N. WILDWOOD ST., BOISE, ID 83713 Email:gwalker@adpboise.com Owner name:Phone:Fax: Owner address:Email: Administrative Applicant Information Type of Review Requested File number:A-2020-0236 Assigned Planner:Joseph Dodson Related Files: Subject Property Information Location/street address:1345 W OVERLAND RD Assessor's parcel number(s):S1224223270 Township, range, section:3N1W24 Agent name (e.g. architect, engineer, developer, representative):JARRON LANSTON Firm name:EPIC DEVELOPMENT Phone:Fax: Address:917 S. ALLANTE PL.Email:jarronlangston@gmail.com Contact name:Phone:Fax: Contact address:Email: Project/Application Name:Precision Storage - DES, CZC Description of Work:CZC and Design Review for new 29,400 square foot, 26' tall, RV storage facility with ancillary outdoor RV storage on approximately 4.25 acres of land in the C-C zoning district Project Description Planning Division ADMINISTRATIVE APPLICATION 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 1 APPLICATION TYPES Alternative Compliance - ALT:UNCHECKED Certificate of Zoning Compliance - CZC:CHECKED Does project have prior approval?:No Does your project contain new construction and/or modifications to an existing building or the site?: Yes Design Review - DES:CHECKED Private Street - PS:UNCHECKED Vacation - VAC:UNCHECKED ADDRESS VERIFICATION Address Verification Permit Number:LDAV-2020-0162 TYPE OF USE PROPOSED Residential:UNCHECKED Office:UNCHECKED Commercial:CHECKED Employment:UNCHECKED Industrial:UNCHECKED Single-Family Detached:UNCHECKED Single-Family Attached:UNCHECKED Townhouse:UNCHECKED Duplex:UNCHECKED Multi-Family:UNCHECKED Vertically Integrated:UNCHECKED PUBLIC WORKS INFRASTRUCTURE Does this project require the extension of public infrastructure?:No I agree to upload required checklist items for review:UNCHECKED I acknowledge deferral of the required checklist items, may require additional review time: UNCHECKED I agree to upload required checklist items with the building application:UNCHECKED PROPERTY INFORMATION General Location:Overland Rd between S Linder Rd & S. Stoddered Rd Current Land Use:R-8 - Rezoned to CC Total Acreage:4.2 Prior Approvals (File Numbers):none ZONING DISTRICT(S) R-2:UNCHECKED R-4:UNCHECKED R-8:UNCHECKED R-15:UNCHECKED Application Information 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 3 R-40:UNCHECKED C-N:UNCHECKED C-C:CHECKED C-G:UNCHECKED L-O:UNCHECKED M-E:UNCHECKED H-E:UNCHECKED I-L:UNCHECKED I-H:UNCHECKED O-T:UNCHECKED TN-C:UNCHECKED TN-R:UNCHECKED County:UNCHECKED PROJECT INFORMATION Site Plan Date (MM/DD/YYYY):12/22/20 Landscape Plan Date (MM/DD/YYYY):12/21/20 Elevations Date (MM/DD/YYYY):12/22/20 Percentage of Site Devoted to Building:17.7 Percentage of Site Devoted to Landscaping:27 Percentage of Site Devoted to Paving:53 Who will own and Maintain the Pressurized Irrigation System in this Development:owner Irrigation District:Nampa Meridian Irrigation Primary Irrigation Source:City Water Secondary Irrigation Source:City Water Square Footage of Landscaped Areas to be Irrigated by City Water Connection:49627 Proposed Building Height:26 ft. Existing Floor Area (If Applicable):N/A Gross Floor Area Proposed:29,400 Number of Standard Parking Spaces Provided:7 Number of Compact Parking Spaces Provided:0 Number of Employees:2 Number of Residential Units:0 In Reclaimed Water Buffer:No QUALIFYING OPEN SPACE Open Grassy Area (min. 50' x 100'):UNCHECKED Community Garden:UNCHECKED Ponds or Water Features:UNCHECKED Plaza:UNCHECKED Additions to Public Park:UNCHECKED Collector Street Buffer:UNCHECKED Arterial Street Buffer:UNCHECKED 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 5 8' or 6' Wide Parkways:UNCHECKED 10' Parkway Along Arterials:UNCHECKED Stormwater Detention Facility:UNCHECKED QUALIFYING SITE AMENITIES Clubhouse:UNCHECKED Fitness Facilities:UNCHECKED Enclosed Bike Storage:UNCHECKED Public Art:UNCHECKED Picnic Area:UNCHECKED Additional 5% Open Space:UNCHECKED Communication Infrastructure:UNCHECKED Dog Owner Facilities:UNCHECKED Neighborhood Business Center:UNCHECKED Swimming Pool:UNCHECKED Children's Play Structure:UNCHECKED Sports Courts:UNCHECKED Pedestrian or Bicycle Circulation System:UNCHECKED Transit Stop:UNCHECKED Park and Ride Lot:UNCHECKED Walking Trails:UNCHECKED APPLICATION DISCLAIMER I have read and accept the above terms:CHECKED Your signature:Glenn Walker 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 7 1891 N. Wildwood St. Boise Idaho 83713. 208-353-0734 / gwalker@adpboise.com GLENN WALKER, AIA ARCHITECT & PLANNER 1891 N. Wildwood St. Boise, Idaho 83713 Ph (208) 353-0734 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 Non-Residential Standards The following section of standards are applicable to non-residential development as defined by the City of Meridian Unified Development Code, as outlined in this Manual (see the How To Use This Document section), applicable Development Agreements, or as directed by City Council, Planning and Zoning Commission, or the Design Review Committee . Cohesive Design The Cohesive Design group of standards are applicable to all non-residential and even some residential development. See the How to Use This Document section for more information on applicability of standards . cohesive design, non-residential standards (cds) ID #Description Ref.CD TND IND Intent 1.00 Promote visually aesthetic building designs that incorporate quality architectural characteristics and establish built envi- ronments that are compatible with existing, planned, and anticipated adjacent land uses. ●●● Goal 1.10 Articulate building designs to frame and accentuate public spaces with pedestrian scale elements and details.●●● Goal 1.11 Building design should address building scale, mass, form, and use a variety of materials and architectural features to ensure an aesthetic contribution compatible with surrounding buildings. A ●●● 1.1A Maintain consistent and contiguous pedestrian environments across developments. Limit circuitous connections and maintain clear visibility. B ●●● 1.1B Provide pedestrian connections to non-private public spaces.●●○ 1.1C Incorporate architectural features on all sides of a building façade facing: the primary entrance(s) of an adjacent building, public roadways, interior site amenities, and façades that are visible from public spaces. See Architectural Elements, Building Form, and Materials sections. C ●●○ 1.1D Buildings must orient, frame, and/or direct pedestrian views to adjacent cultural buildings, parks, and plazas.●●○ »Variety of materials, architectural elements, and integration with pedestrian environment. »Continuous and articulated pedestrian environment across multiple tenant spaces and a drive-through. »All public facing sides of buildings include some level of interesting architecture. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, TND DISTRICTS: CD, TND, IND DISTRICTS: CD, TND A B C City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-3 cohesive design, non-residential standards (cds) ID #Description Ref.CD TND IND 1.1E Design and orient buildings not to impede access. The building should enhance the appeal of open space and pedestrian environments ●●○ Goal 1.20 Design building façades to express architectural character and incorporate the use of design principles to unify developments and buildings, and relate to adjacent and surrounding uses. D ●●● 1.2A Comply and adhere with all previously required building design elements that were included as part of a Development Agreement, Conditional Use Permit, and/or other requirements as part of prior approval. ●●● 1.2B New construction must share at least three similar accent materials, field materials, or other architectural feature of a building within 150-feet of the property. Similar materials must be the same basic group, such as masonry, stone, or stucco, but do not need to be the same color, brand, or style. Compliance with any streetscape provisions, such as historic lighting and furniture, count as one item towards this require- ment. In Old Town, use of brick masonry as a field or accent material may count towards this requirement. ○●○ Goal 1.30 Incorporate design principles to include rhythm, repetition, framing, and/or proportion. Applies to all sides of a building façade facing public roadways, that are visible from residential neighborhoods or public spaces, or facing the public entry of an adjacent building. E ●●● 1.3A Integrate at least one material change, color variation, or horizontal reveal for every 12-vertical feet of building façade; vertical spacing may be averaged over façade. F ●●● 1.3B Integrate at least one material change, color variation, or vertical reveal every 50-horizontal feet of building façade; horizontal spacing may be averaged over façade elevation. ●●● WWW.MERIDIANCITY.ORG/DESIGNREVIEW »Use of similar materials, shared landscape materials, and consistent lighting help to unify a variety of building designs. »Simple building design incorporates a repetition of building elements and frames the entryway facing a public roadway. »Several narrow bands of material modulation help to break up an otherwise bland expanse of material along the vertical face of building. DISTRICTS: CD, TND, IND DISTRICTS: IND DISTRICTS: CD, TND, IND D E F City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-4 Building Scale The Building Scale group of standards are applicable to all non-residential and even some resi- dential development. See the “How to Use This Document” chapter for more information on applicability of standards . building scale, non-residential standards (bss) ID #Description Ref.CD TND IND Intent 2.00 Promote building designs that use appropriate architectural and pedestrian scales to establish compatible physical and visual relationships with adjacent and surrounding developments and reinforce a cohesive built environment. A ●●● Goal 2.10 Development should consider the scale of surrounding build- ings, including relationships to existing residential areas, as well as an appropriate height, mass, and form scaled for the built environment. Applies to façades of development along public roads, public spaces, and adjacent to residential areas. ●●● 2.1A Buildings with rooflines 50-feet in length or greater must incorporate roofline and parapet variations. Variations may include step-downs, step-backs, other modulation, or architectural features such as cornices, ledges, or columns, and must occur in total combination for at least 20% of the façade length. May be averaged over entire façade, but may not exceed 75-feet without a break. B ●●● 2.1B For buildings with façades longer than 200-feet, reduce mass- ing of buildings by grouping or incorporating smaller tenant spaces along the commercial façade, or by incorporating at least one significant modulation with depth at least 3% of the total façade length or 10-feet, and a width in combination at least 20% of the façade length. C ●●○ 2.1C Within Old Town, building designs must provide a building scale of two or more stories at least 25-feet in height along roadways. ○●○ 2.1D Within mixed use areas and for all developments along arterial roadways, buildings over 1,000 sqft must provide a minimum 20-foot building elevation to include average parapet height, ridge of a pitched roof, or tower/turret type elements at least 20% in total of overall façade width. ●●● »A variety of street, automotive, and pedestrian scale features are used to integrate this building into the surrounding environment. »The building parapet integrates a variety of step-downs, modulation, and material changes to create interest. »Fred Meyer grocery store integrates and modulates a variety of smaller complimentary uses into the building frontage. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: CD, IND DISTRICTS: CD, IND A B C City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-7 building scale, non-residential standards (bss) ID #Description Ref.CD TND IND Goal 2.20 Physically configure building designs to reduce disproportioned architectural scale relative to adjacent uses. Applies to façades of development along public roads, public spaces, and residential areas. D ●●○ 2.2A For adjacent buildings with greater than 1-story height dispar- ity (i.e. – two or more stories difference) and within 30-feet of each other, integrate and align parapet designs, material changes, fenestration alignment, material reveals, or other architectural elements and horizontal articulation, to relate varying building heights to one another. Aligned features do not have to be the same type (i.e. window pattern on one could align with parapet on another). ●●○ 2.2B Use pedestrian scale and landscape design elements such as specialty lighting, awnings, trees or other site elements to visually relate and transition multi-story buildings (or equivalent) to the ground plane. E ●●○ Goal 2.30 Incorporate pedestrian-scale architectural features to support an aesthetic character that contributes to the quality of the building design and connectivity with the surrounding environ- ment. Applies to façades in developments: visible from arterial or collector roadways, adjacent to residential developments facing roadways, facing an adjacent building's primary building entries, and adjacent to public spaces. F ●●● 2.3A Consistently incorporate at least two (2) architectural features into the building design that are pedestrian scale, to include: fenestration patterns; architectural elements such as ledges, lighting, or canopies; material or pattern banding; or detailing (see Pedestrian Scale definition). ●●● »Raised planters, trees, and awnings help to integrate the design of an arterial roadway scaled building to the pedestrian space adjacent to it. »Varying parapet heights help to transition taller focal elements and relate the buildings to one another. »Windows, architectural canopies with supports, and landscaping up close to the building each lend themselves to improving a sense of pedestrian scale. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: CD, IND DISTRICTS: CD, IND E D F City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-8 building scale, non-residential standards (bss) ID #Description Ref.CD TND IND Goal 2.40 Along local or collector roadways and within Traditional Neighbor- hood Districts, maintain relative consistency of building scales along roadways and blocks to promote the development of cohesive urban areas. ○●○ 2.4A For buildings fronting local and collector roadways, off-street parking must be located to the side of or behind buildings; off-street parking is not allowed between the roadway and building. H ○●○ 2.4B Limit building separation from the roadway to streetscape and pedestrian supportive use areas, such as locations for street furnishings, outdoor dining, small plazas, public spaces, or storefronts. I ○●○ »Buildings brought up close to local and collector roads or drive lanes, in coordination with appropriate streetscape elements, help to enhance pedestrian scale. »The buildings here are brought up close to the street and off-street parking is located behind the buildings. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, TND DISTRICTS: CD, TND I H City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-10 Building Form The Building Form group of standards are applicable to all non-residential and even some resi- dential development. See the “How to Use This Document” chapter for more information on applicability of standards . building ForM, non-residential standards (bFs) ID #Description Ref.CD TND IND Intent 3.00 Promote building designs that articulate and define appropriate building forms with visual interest and enhance the character of the built environment. ●●● Goal 3.10 Articulate building forms, including but not limited to massing, walls, and roofs, with appropriately scaled modulations that contribute to the development of aesthetic building designs. Applies to façades in developments: along arterial and col- lector roadways, adjacent to residential developments facing roadways, facing public entries of adjacent buildings, and visible from public spaces. A ●●● 3.1A Incorporate at least one type of the following modulations in the façade plane, including but not limited to: projections, recesses, and step backs that articulate wall planes and break up building mass. Examples include but are not limited to columns with trim or accent materials, change in finished material depths, building overhangs, and inset features and materials such as false windows or fenestration with architectural accents. B ●●● 3.1B Qualifying modulation must be at least 6-inches in depth, be at least 8-inches in width or height (whichever is narrowest), and occur in total for 20% of overall façade elevation. For buildings with façades less than 150-feet, horizontal modulation must occur no less than every 30-feet. For buildings with façades greater than or equal to 150-feet, horizontal modulation must occur no less than every 50-feet. C ●●● 3.1C Design parking structure façades as site integrated buildings, meeting applicable Manual standards for Architectural Ele- ments and Material sections. ●●○ »Covered entries are integrated into the building design for each tenant space, providing modulation, weather protection, and help in emphasizing entry locations. »Façade projection helps to add significance to the public entryway, while also providing modulation, varying material colors, and weather protection. »Building modulation, along with a unique architectural canopy, material banding, and fenestration help to signify the public entrance. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: IND DISTRICTS: CD, IND A B C City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-13 building ForM, non-residential standards (bFs) ID #Description Ref.CD TND IND Goal 3.20 Incorporate visual and physical distinctions in the building design that enhance building forms, articulate façades, identify entries, integrate pedestrian scale, and visually anchor the building to the ground or street level. Applies to building façades visible from a public street or public space, and to façades with public entries. D ●●● 3.2A For at least 30% of applicable façades use any combination of concrete, masonry, stone, or unique variation of color, texture, or material, at least 10-inches in height, around the base of the building. May alternatively incorporate other architectural features such as ledges, façade reveals, ground level fenestration, raised planters, or landscaping elements within 3-feet of finished grade. E F ●●● 3.2B Where building designs incorporate multiple stories, or multiple floor height equivalents, integrate at least one field or accent color, material, or architectural feature used on lower stories, on the upper stories. ●●● 3.2C Building designs with multiple stories must provide pro- portionally taller ground-level façades adjacent to public roadways and public spaces. Provide floor-to-ceiling heights, or floor-to-floor from 10 to 16 feet. ●●● 3.2D In mixed-use areas and for structures greater than four stories, design the uppermost story or façade wall plane to include material changes, horizontal articulation, and modulation meeting first story requirements, or include a patio, rooftop garden, penthouse, or strong architectural feature such as a tower element. ●●○ Goal 3.30 Building design should establish visual connections that relate internal spaces at ground- or street-level with facades adjacent to public roadways, public spaces, and along primary building entries, and that add visual interest and complexity to the first floor building design. ●●● 3.3A Use horizontal and/or vertical divisions in wall planes, such as ledges, awnings, recesses, stringcourse, molding, joint lines, or other material types, to frame and accent 30% or more of total fenestration. ●●● »Facade modulation and incorporation of a vestibule, multiple roof types, and integration with a unique sign help to highlight the public building entry, without use of canopies. »Material banding around the base of the building, along with ledges, fenestration patterns, and landscaping, help to ground the building design and incorporate pedestrian scale. »Fenestration at finished grade and landscape design help to ground the building and incorporate pedestrian scale, without material banding near the bottom. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: CD, IND DISTRICTS: CD, IND D E F City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-14 building ForM, non-residential standards (bFs) ID #Description Ref.CD TND IND 3.3B Within Old Town, average 50% fenestration along first floor façade facing roadways and public spaces. May also meet fenestration alternative for up to half of required area. Buildings with façades fronting multiple streets may meet Fenestration Alternative for other façades (see 3.3E). ○●○ 3.3C Within mixed-use areas, average 40% fenestration along applicable first floor façade. May also meet fenestration alternative at 40% (see 3.3E). For façades facing roadways that are not public entryways, may meet Fenestration Alternative (see 3.3E). Big box may limit applicable façade area to 30-feet around public pedestrian entries. ○●○ 3.3D Average 30% fenestration for applicable first floor façade, unless specified elsewhere. May also meet fenestration alternative (see 3.3E). Big box and buildings in industrial districts may limit applicable façade area to 30-feet around public entries. G H ●○● 3.3E Fenestration Alternative: Incorporate doors and windows for at least 30% of applicable first floor façade, or suggest their inclusion using faux treatments that incorporate at least two of the following: material changes, reveals in conjunction with color or material change, qualifying modulation such as recessed areas, architectural trellis, awnings and canopies over access areas, detached structures such as pergola, or similar architectural features and details. I ●●● »Vivid copper colored framing, detailed columns, reveal patterns, and canopies help to frame and accent fenestration. »Fenestration is an important building element and except for very unique conditions, should be integral to the design. »Fenestration may not always be practical on required façades, in which case hinting their inclusion with faux elements such as canopies and unique materials can be beneficial. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: CD, IND DISTRICTS: CD, IND G H I City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-15 building ForM, non-residential standards (bFs) ID #Description Ref.CD TND IND Goal 3.40 Building roof types, forms, and elements should provide variation and interest to building profiles and contribute to the architectural identity of the buildings, without creating an imposing scale on adjacent uses. Applies to façades: in development along arterial roadways, visible from residential development, adjacent to public spaces, facing public entries of adjacent buildings. ●●● 3.4A For flat roofs, incorporate primary and secondary roof ele- ments including but not limited to: multiple material types along parapets, multiple parapet elevations with at least 1-foot change in elevation, or modulation of at least 2-feet in the parapet, such as along entryway overhangs. Qualifying elements must exist for at least 20% the length of applicable façades. May also incorporate secondary roof types, such as hip roofs along overhangs. J ●●● 3.4B For sloped roofs, incorporate at least two of any one roof element, including but not limited to: valleys, ridges, or gables. Qualifying elements in total must exist for at least 20% of applicable façade roof area and be visible from the same façade elevation. May also incorporate other roof styles, such as parapet walls over entryway features. K ●●● 3.4C Provide variation in roof profile over façade modulation and/ or articulation over façade material/color transitions. Options include, but are not limited to: varying parapet heights; two or more roof planes; continuation of façade modulation through roof lines; dormers; lookouts; overhang eaves; sloped roofs; or cornice work. L ●●○ »Varying parapet heights with a variety of materials and details are integral to a complete building design. »A variety of roof planes help to transition and integrate other materials, modulation, and reinforce points of interest. »Coinciding modulation with variation in the roof profile helps to articulate and correlate important elements of the building design, such building entries. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: CD, IND DISTRICTS: CD, IND J K L City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-16 Architectural Elements The Architectural Elements group of standards are applicable to all non-residential and even some residential development. See the “How to Use This Document” chapter for more informa- tion on applicability of standards . architectural eleMents, non-residential standards (aes) ID #Description Ref.CD TND IND Intent 4.00 Promote integrated architectural elements and details as components of cohesive building designs that enhance the visual interest of building façades, support activity at and/or near ground level, and provide pedestrian scale. ●●● Goal 4.10 Use proportional architectural elements and detailing to articu- late façades, and contribute to an aesthetic building character with a high level of pedestrian design. Applies to façades: in development along public roadways, visible from residential development, adjacent to public spaces, facing public entries of adjacent buildings. ●●● Goal 4.11 Design and articulate architectural elements using proportions, divisions, detailing, materials, textures, and colors and appropri- ately integrate these elements into the building design. Applies to façades: in development along public roadways, visible from residential development, adjacent to public spaces, facing public entries of adjacent buildings. A ●●● 4.1A Provide at least three detailing elements that transition façade material changes or integrate pedestrian scale elements, such as doorways, windows, or material banding, at the base of the building. Examples include but are not limited to: cornice work around primary entries, decorative caps on brick or stone banding, architectural canopies over entries, or decorative lintels above the first floor windows. B ●●○ 4.1B Provide building overhangs or other projections such as canopies which articulate the building façade and provide temporary relief from inclement weather. At a minimum, an overhang or projection is required within 20-feet of all public entryways, must be at least 3-feet in depth from the point of entry, and be least 6-feet in length. Entryways with vestibules or other permanent enclosed transition space are exempt. C ●●● »Relatively simple materials and thoughtful accents can be used to create interest and integrate design elements throughout the building. »Specialty lighting, trellis, material banding, raised planters, and similar type improvements can all help to reinforce a comfortable pedestrian environment adjacent to large buildings. »Architectural canopies can provide a number of benefits, including supporting the building design, reinforcing pedestrian scale details, and providing weather protection. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: CD, IND DISTRICTS: CD, TND, IND A B C City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-17 architectural eleMents, non-residential standards (aes) ID #Description Ref.CD TND IND 4.1C Provide details that emphasize focal elements such as public entries, building corners, or public spaces. Examples include but are not limited to: columns, quoin or rustication, canopies over entries, lintels, transom windows, or modulation of the roof plane. At least one focal element is required and must be accented with a unique combination of color, texture, materials, or modulation in the wall or roof plane. I ●●○ Goal 4.20 Building designs must not create blank wall segments when visible from a public street or public spaces. Consider the treatment at the base, middle, and top of the façade. ●●● 4.2A Use any combination of standards from Building Form, Architectural Elements, or Material sections to provide pattern, color, or material variation on all wall segments. Must not exceed 30-feet horizontally or vertically without building variation. ●●● Goal 4.30 Organize building service equipment, including, but not limited to, utility, service, and mechanical, away from building entries, roadways, public spaces, and, where appropriate, from adjacent buildings. ●●● 4.3A Use and integrate standards from the Architectural Standards Manual to screen and conceal service and mechanical equip- ment. Landscaping meeting the same intent may also be considered for utility meters and connections. ●●● 4.3B All ground level mechanical equipment must be screened to the height of the unit as viewed from the property line.J ●●● 4.3C All rooftop mechanical equipment shall be screened as viewed from the farthest edge of the adjoining right of way.K ●●● »A clock tower and vestibule on a rotated axis, coordinated awning, and a variety of materials and details all help to identify and direct focus to the public entryway. »Walls and landscape material which relate to the overall building designs are appropriate methods for screening ground level utility connections and mechanical equipment. »Mechanical equipment on this building is screened with landscaping, with a parapet, and with additional roof-top screens placed around roof-top equipment (not visible from this perspective). WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: CD, IND DISTRICTS: CD, IND I J K City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-20 Materials The Materials group of standards are applicable to all non-residential and even some residential development. See the “How to Use This Document” chapter for more information on applicabil- ity of standards . Materials, non-non-residential standards (Mas) ID #Description Ref.CD TND IND Intent 5.00 Use quality materials and colors that promote aesthetic build- ing designs and contribute to the development of a timeless community character. ●●● Goal 5.10 Use complementary material combinations that contribute to a cohesive building design. Use materials from the following basic groups: wood, masonry, concrete, stucco, metal, and glazing. ●●● 5.1A For buildings with façades that face multiple public roadways and/or public spaces, use consistent material combinations, material quality, and architectural detailing. A ●●● 5.1B For all façade elevations visible from public roads, public spaces, primary entrance(s) of an adjacent building, and facing residential districts, use at least two distinct field materials, colors, or material-color combinations on the building façade (see also Material definitions). ●●○ 5.1C For all façade elevations in industrial districts along arterial and collector roads or facing public spaces, use at least two distinct field materials, colors, or material-color combinations on the building façade (see also Material definitions). ○○● 5.1D For façade elevations visible from public roadways and along primary building entryways, incorporate an accent material on the first story. B ●●● 5.1E Distinguish field materials from accent materials through pattern, texture, or additional detail visible from edge of nearest roadway. Alternate masonry or material courses with relief from primary plane may count toward this. ●●● 5.1F Where materials transition or terminate, provide detailing to express the natural appearance of the material. For example, wrap stone or stone-like products around visible corners to convey the appearance of mass, and not as a thin veneer. C ●●● »Surrounded by roadways or public entries, this building incorporates some level of consistent material variation, accents, and facade modulation on all sides. »This building incorporates a number of accent materials on all required sides, including: decorative stone, lintels, unique materials at points of interest, and landscape material. »Decorative stone and other materials affixed to the building face should transition around modulation and building corners, appearing integral to the building design. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: CD, TND, IND DISTRICTS: CD, TND, IND A B C City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-23 Materials, non-non-residential standards (Mas) ID #Description Ref.CD TND IND 5.1G Non-durable materials, treatments, and finishes that deteriorate quickly with weather, ultra-violet light, and that are more susceptible to wear and tear are prohibited on permanent structures. ●●● 5.1H The use of vinyl and ordinary smooth face block, unfinished, colored, or painted, are prohibited as a field materials for building façades along public roadways, adjacent to public spaces, and when visible from residential neighborhoods. Smooth face block may be used as an accent material. ●●● 5.1I Untextured concrete panels and prefabricated steel panels are prohibited as field materials for building façades, except when used with a minimum of two other qualifying field materials and meeting all other standard fenestration and material requirements. I ●●○ 5.1J In Industrial Districts, untextured concrete panels and prefab- ricated steel panels are prohibited as facade field materials facing arterial and collector roadways, or public spaces, except when used with a minimum of two other qualifying field materials and meeting standard fenestration requirements. Concrete panels that do not exceed three (3) SQFT without a patterned reveal or modulation break may be considered textured. J ○○● Goal 5.20 Use colors that complement building materials and support innovative and good design practices. Applies to building façades visible from a public street, public spaces, and pedestrian environments. K ●●● 5.2A Use of subtle, neutral, or natural tones must be integrated with at least one accent or field material.●●● 5.2B Use of intensely saturated colors or fluorescence is prohibited as a primary material. May be used as an accent material.●●● 5.2C Materials or colors with high reflectance, such as some metals or reflective glazing, must not redirect light towards roadways, public spaces, or adjacent uses in a way which constitutes a public nuisance or safety hazard. ●●● »In commercial districts, concrete panels are a permitted field material type, in conjunction with other field materials, in this example utilizing brick and additional fenestration. »Within industrial districts, a variety of attractive colors, reveals, accents, and meeting all other standards, the use of untextured concrete panels may be permitted. »Natural tones in this building are complimented through accent materials such as architectural canopies and multiple types of clear and translucent glass. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: IND DISTRICTS: CD, IND I J K City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-26 Materials, non-non-residential standards (Mas) ID #Description Ref.CD TND IND Goal 5.30 Integrate roll-up doors, will-call doors, drive-through doors, and loading docks into the building design, and locate them in a manner which does not create pedestrian, drive aisle, or roadway conflicts. Applies to façades along arterial and collector roadways, and façades facing public spaces. ●●● 5.3A For commercial and traditional neighborhood districts, roll-up and drive-through doors are allowed when integrated into the building design, but will-call doors with roll-ups and loading docks are prohibited. Consider material variation and transitions, modulation, and other architectural features and standards for the design. L ●●○ 5.3B For industrial district properties, will-call and roll-up doors are allowed when integrated into the building design, but loading docks are prohibited. Consider material variation, transitions, modulation, and other architectural features and standards for the design. M ○○● WWW.MERIDIANCITY.ORG/DESIGNREVIEW »Example of a roll-up door integrated into the commercial building façade. »In Industrial districts facing arterial and collector roadways, loading docks must be located to the sides or rear or the building, but will-call doors and roll-ups may be located in the front. DISTRICTS: CD DISTRICTS: IND L M City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-27 Signs & Lighting The Signs & Lighting group of standards are applicable to all non-residential and even some residential development. See the “How to Use This Document” chapter for more information on applicability of standards . signs & lighting, non-residential standards (sls) ID #Description Ref.CD TND IND Intent 6.00 Integrate signs and architectural lighting as cohesive elements of building designs that contribute to the atmosphere of the built environment and enhance safety. ●●● Goal 6.10 Use lighting on building exteriors to promote safe pedestrian environments along roadways, at intersections, and in public spaces. ●●● 6.1A Lighting fixture spacing and height along streetscapes and roadways must be placed to avoid conflicts with tree plantings.●●● 6.1B Use energy-efficient architectural lighting.●●● 6.1C Use lighting fixtures that are consistent with other decorative hardware on the building. For example, select lighting hardware with similar color and shape as other building hardware, use recessed lighting, incorporate uniform spacing, integrate with other accents and reveals, and coordinate specialty lights with predominate architectural features. A B ●●● Goal 6.20 Signs should be integrated with architectural features and complement the building design and materials. Relate the size, shape, materials, details, and illumination to a pedestrian scale in mixed-use environments. See City of Meridian Unified Development Code for other sign requirements. ○●○ 6.2A Within traditional neighborhood districts, integrate hanging or projecting signs in pedestrian oriented areas.C ○●○ 6.2B Use signs that are proportional to the mounted and visible building façade plane. Provide modulation, material variations, or integrate architectural features to accentuate and frame signs that are not hanging or projecting. ○●○ 6.2C Use sign types such as, wall, window, door, awning, hanging, and projecting, to enhance urban character. Non-portable freestanding, box, and pole signs are not allowed. ○●○ »Specialty lighting that compliments other building hardware such as canopies or storefront window framing, can help to unify the building design and reinforce points of interest. »Integrating accent and pedestrian lighting can be as simple as selecting hardware with a similar color. »Within an urban area, with the building façades up close to the street, projecting and hanging signs can improve visibility and awareness for both pedestrians and motorists. WWW.MERIDIANCITY.ORG/DESIGNREVIEW DISTRICTS: CD, IND DISTRICTS: CD, TND, IND DISTRICTS: CD, TND, IND A B C City of Meridian Architectural Standards Manual | Non-Residential StandardsCC-29 25'-9"25'-0"25'-10"5'-0"39'-11"25'-0"25'-8"25'-0"25'-0"143'-0"9'-0"9'-0"9'-0"35'-6"612233455666777789101011121314151516191919171820'-0"23'-10"50'-6"53'-7"77720PROJECT RECAPADDRESS129'-0" WIDE HANDICAP ACCESS AISLE PAINTED w/ TRIPS.345NEW 5'-0" WIDE x 4" THICK CONCRETE SIDEWALK W/TURNDOWN EDGE REFER TO DETAIL 1/A-1.14" WIDE PAINTED PARKING STALL DIVIDER STRIPS, TYP.KEY NOTESSITE DATA675 STALLS TOTAL (2) H.C. PARKING STALLPARKING STALLSPROVIDEDTOTAL SITE AREA184,240 SQ. FT. 0R 4.23 ACRESTOTAL BUILDING AREA:29,400 SQ. FT. NEW3,185 SQ. FT. EXISTING.177 OR 17.7% BUILDING COVERAGE:PAVED AREA:97,981 S.F .53 OR 53%LANDSCAPE AREA:49,627 S.F .27% OR 27%8LANDSCAPE ISLAND/AREA, REFER TO LANDSCAPE PLAN, TYP.AS SHOWN9PAINTED HANDICAP SYMBOL, REFER TO DETAIL 2/A-1.1TYP., AT EACH ACCESSIBLE STALL.HANDICAP SIGN MOUNTED TO POST. REFER TO DETAIL 7/A-1.1TYP., AT EACH ACCESSIBLE STALL.1345 W. OVERLAND RD.MERIDIAN, IDAHO 83642OTHER AREA:-INCLUDING BUT NOTLIMITED TO: CONCRETE,CURBING, AND SIDEWALKS1,068 S.F .005 OR .5%10NEW FACILITY REFER TO OVERALL FLOOR PLAN, SHEET A-2.011OWNER DATAPROPERTY DESCRIPTION: OWNER:EPIC DEVELOPMENT917 S. ALLANTE PL.BOISE, IDAHO 83709208.724.6239ARCHITECT:Parcel: S1224223270Year: 2019Parcel Status: Active in 2019Primary Owner:EPIC DEVELOPMENT IDAHO II LLCZone Code: R-8Total Acres: 4.143Tax Code Area: 03Instrument Number:2019038023Property Description:PAR #3270 @ N SIDE NW4NW4SEC 24 3N 1WIN CITYR/S 7680#223301-BAddress: 1345 W OVERLAND RD MERIDIAN , ID 83642Subdivision: 3N 1W 24Land Group Type: SECTTownship/Range/Section: 3N1W2ADP ARCHITECTS, PA1891 N. WILDWOOD ST.BOISE, IDAHO 837131212'-0"W x 12'-0" CHAIN LINK FENCE W/ VINYL SLATS TRASHENCLOSURE, REFER TO DETAIL 6/A-1.113FIRE HYDRANT LOCATION, REFER TO CIVIL DRAWINGS14(2) BICYCLE RACK PARKING W/ 3'-10" X 10'-0"CONCRETE PAD, REFER TO DETAIL 5/A-1.1155'-0" WIDE SIDEWALK FOR CONNECTION TOSTREET16STRIPE AREA FOR WALKING PATH AS SHOWN, WIDTH = 5'-0"EXTRUDED CURB TYP. REFER TO DETAIL 3/A-1.1INSTALL ASPHALT PAVING, REFER TO CIVIL DRAWINGSFIRE TRUCK ACCESS AROUND BUILDING6 FT HIGH VINYL FENCE ALONG PROPERTY LINES17EXISTING 3,185 SQ. FT. STORAGE FACILITY, THIS FACILITYHAS ADA RESTROOMS TO ACCOMMODATE THE NEWFACILITY.18FIRE TRUCK TURN-AROUND AREA19EXISTING FENCING ALONG THE THE SOUTH & WESTBOUNDRY TO REMAIN AS-IS20NEW WROUGHT IRON FENCE ALONG THE NORTH BOUNDRYNEW SITE PLANSCALE: 1" = 50'-0"NORTHA-1.0NEW SITE PLAN 1 ISSUE FOR CofZ COMPLIANCE & DR 12/22/20SHEET NUMBERJOB NO:DATE:DRAWN BY:201202-25-20GWPRECISION STORAGE 1345 W. OVERLAND RD. MERIDIAN, IDAHO 83642COPYRIGHT 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 ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Dec 22, 2020 - 5:42 pmNEW STORAGE FACILITY FOR:ADP ARCHITECTS 4" 12" 6"6"SIDEWALK1/4" PER FOOT SLOPEBROOM FINISH1" RAD.ASPHALT ANDBASE2"- 3/4" MINUSCRUSHEDGRAVEL6"x6" W1.4 x W1.4 W.W.F.(1) #4 BAR - CONTINUOUS.COMPACTED EARTH4'-6" SQ.4'-6" SQ.PAINTED HANDICAPSYMBOL, WHITE LOGOBLUE BACKGROUNDR=2"R=1"NOTE: WEAKENED PLANE CONTRACTION JOINTSTOOLED ON 10'-0" CENTERS.BROOM FINISH6"10"2"LINE OF GRADEBEHIND CURBCUT EXTRA ASPHALTTO WITHIN 2" OF CURBASPHALT PAVINGNOTE:ONE RACK EQUALS THREEBICYCLE PARKING STALLS NEED ATOTAL OF 2 RACKS FOR A TOTALOF (6) BICYCLE PARKING STALLS.2'-11 1/4" 2'-8 7/8"BOLT DOWN MOUNT9 5/8"BLACK BICYCLE RACKBOLT DOWN MOUNT34" DEEP TOOLED JOINT.12" PRE-MOLDED EXPANSIONJOINT FILLERCONCRETE SLABCOMPACTED GRAVELBASECOMPACTED SUB-GRADEEXPANSION JOINT AT 20'-0" O.C.4"4" MIN.SCORING AT 5'-0" O.C.1" DEEP TOOLED JOINTCONCRETE SLABCOMPACTED SUB-GRADECOMPACTED GRAVELBASE2'-0"1'-6"VANACCESSIBLEPARKINGNOTE:1'-0"1'-6"5'-0"8" MIN.3" HIGH "HANDICAP BLUE" LETTERING OVERWHITE METAL SIGN BACKGROUND AT NEWHANDICAP PARKING AREAS (VAN ACCESSIBLEWHERE APPLICABLE SEE SITE PLAN)(2) 1/4" ~ GALV. BOLTS2"x2"x.188" GALV. STEEL TUBE. EXTENDINTO CONC. FILLED PIPE 2'-0". PROVIDEWELDED WATERTIGHT CAP.FINISHED CONCRETE, PAVEMENT OR GRADE.EACH PARKING SPACE INTENDED FORACCESSIBILITY SHALL BE IDENTIFIED BY APERMANENTLY AFFIXED REFLECTORIZED SIGNCONSTRUCTED OF PORCELAIN ON STEEL BEADEDTEXT, (OR EQUAL), DISPLAYING THEINTERNATIONAL SYMBOL OF ACCESSIBILITY.THE SIGN SHALL NOT BE SMALLER THAN 216 SQ.INCHES IN AREA AND SHALL BE CENTERED ATTHE INTERIOR END OF THE PARKING SPACE ATMIN. HEIGHT OF 54" FROM THE BOTTOM OF THESIGN TO THE PARKING SPACE FINISHED GRADE,OR CENTERED ON THE WALL AT THE INTERIOREND OF THE PARKING SPACE AT A MIN. HEIGHTOF 36" FROM THE FINISHED GRADE, GROUND ORSIDEWALK. COLORS: BLUE BACKGROUND,WHITE FIGURE.PROVIDE (2) PIPE BOLLARDSAS SHOWN, REFER TO DETAIL8/A-1.112'-0"6'-0"6'-0"6'-0"2" DIA. POST ANCHORWITH (4) 38" DIA.EXPANSION BOLTS TYP.PROVIDE INTERWOVENVERTICAL SLATS, TYP.PLAN VIEWELEVATION VIEWSLOPE 1 4" PER FOOTDUMPSTER XXXXXXXXXXX X X X X X X XXX X X X 12'-0"12'-0"SLOPE 1 4" PER FOOT 6 FT. HIGH CHAIN LINKFENCE W/ VINYL SLATS5'-0" X 12'-0" CONCRETE APRONNOTE: 12'-0" X 12'-0" ARE INTERNALDIMENSIONS AND THE DOORS WILLNEED TO OPEN A MIN. OF 120 DEGREES.18" Ø CONCRETE FOOTING.CONCRETE WALK. ORA.C. PAVEMENT.12" THICK FIBERBOARDISOLATION JOINT.COAT PORTION OF PIPE BELOWGRADE W/ (2) COATS ASPHALTEMULSION.6" Ø STANDARD STEEL PIPE - FILLW/ CONCRETE (PAINT EXPOSEDPORTION OF PIPE W/ SHOP PRIMERAND (2) COATS OF ALKYDENAMEL - YELLOW.)6"3'-0"4'-0" SITE DETAILSA-1.13EXTRUDED CURB DETAILSCALE = NTS1TYP. SIDEWALK W/ TURNDOWN EDGESCALE = 1" = 1'-0"SCALE = NTSHANDICAP SIGN7SCALE = NTSHANDICAP SYMBOL ASPHALT MARKINGS2CONCRETE PAVEMENT DETAILSCALE = 1"= 1'-0"45BICYCLE RACK DETAILSCALE = 34" = 1'-0"SCALE = 14" = 1'-0"TRASH ENCLOSURE6SCALE = NTSPIPE BOLLARD DETAIL8SHEET NUMBERJOB NO:DATE:DRAWN BY:201202-25-20GWPRECISION STORAGE 1345 W. OVERLAND RD. MERIDIAN, IDAHO 83642COPYRIGHT 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 ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Dec 22, 2020 - 5:43 pmNEW STORAGE FACILITY FOR:ADP ARCHITECTS 1 ISSUE FOR CofZ COMPLIANCE & DR 12/22/20 A11ABCDEF12345678910BCDEF1112345678910PROPOSED FACILITYELECTRICAL ROOMFIRE RISER ROOM245'-0"22'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"22'-6"120'-0"MATCH LINEMATCH LINE24'-0"24'-0"24'-0"24'-0"24'-0"61'-3"61'-3"61'-3"61'-3"OVERALL FLOOR PLANSCALE: 116" = 1'-0"NORTHA-2.0OVERALL FLOOR PLANSHEET NUMBERJOB NO:DATE:DRAWN BY:2012002-25-20GWPANTHEON GYMNASTICS ACADEMY FALL RIVER NAMPA IDAHOCOPYRIGHT 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 ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Dec 22, 2020 - 5:44 pmNEW TENANT IMPROVEMENT FOR:ADP ARCHITECTS 1 ISSUE FOR CofZ COMPLIANCE & DR 12/22/20 ABCD123456MATCH LINEMATCH LINEEF123456120'-0"24'-0"24'-0"24'-0"24'-0"24'-0"STORAGE AREA245'-0"22'-6"25'-0"25'-0"25'-0"25'-0"12'-0" X 14'-0" INSULATEDOVERHEAD DOOR3'-0" X 7'-0" INSULATEDHOLLOW METAL DOOR4'-0"3'-4"14'-8"2'-0"6'-0"12'-0"54'-0"2'-0"22'-0"14'-4"3'-4"DASHED LINE POTENTIAL FUTURETENANT DEMISING WALLDASHED LINE POTENTIAL FUTURETENANT DEMISING WALL8"29'-10"6'-6"12'-0"6'-6"6'-6"12'-0"6'-6"6'-6"15'-3"6'-6" 47'-6"6'-6"12'-0"6'-6"6'-6"12'-0"6'-6"6'-6"15'-3"6'-6"FLOOR PLAN - SOUTH HALFSCALE: 18" = 1'-0"NORTHA-2.1FLOOR PLAN - SOUTH HALFSHEET NUMBERJOB NO:DATE:DRAWN BY:2012002-25-20GWPANTHEON GYMNASTICS ACADEMY FALL RIVER NAMPA IDAHOCOPYRIGHT 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 ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Dec 22, 2020 - 5:46 pmNEW TENANT IMPROVEMENT FOR:ADP ARCHITECTS 1 ISSUE FOR CofZ COMPLIANCE & DR 12/22/20 11678910MATCH LINEMATCH LINE11678910STORAGE AREA245'-0"25'-0"25'-0"25'-0"25'-0"22'-6"ABCDEF120'-0"24'-0"24'-0"24'-0"24'-0"24'-0"12'-0" X 14'-0" INSULATEDOVERHEAD DOOR3'-0" X 7'-0" INSULATEDHOLLOW METAL DOOR22'-0"2'-0"6'-0"12'-0"6'-0"24'-0"24'-0"2'-0"22'-0"11'-4" 47'-6"DASHED LINE POTENTIAL FUTURETENANT DEMISING WALLDASHED LINE POTENTIAL FUTURETENANT DEMISING WALL3'-0" 3'-4"4'-2"25'-8"6'-6"12'-0"6'-6"6'-6"12'-0"6'-6"6'-6"15'-3"6'-6" 6'-6"12'-0"6'-6"6'-6"12'-0"6'-6"6'-6"15'-3"6'-6"FIRE RISERELECT.3'-0" X 7'-0" INSULATEDHOLLOW METAL DOORFLOOR PLAN - NORTH HALFSCALE: 18" = 1'-0"NORTHA-2.2FLOOR PLAN - NORTH HALFSHEET NUMBERJOB NO:DATE:DRAWN BY:2012002-25-20GWPANTHEON GYMNASTICS ACADEMY FALL RIVER NAMPA IDAHOCOPYRIGHT 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 ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Dec 22, 2020 - 5:47 pmNEW TENANT IMPROVEMENT FOR:ADP ARCHITECTS 1 ISSUE FOR CofZ COMPLIANCE & DR 12/22/20 PRESSURE IRRIGATION LINEWATER LINESANITARY SEWER MANHOLEEXISTING FIRE HYDRANTEXISTING SANITARY SEWEREXISTING WATER LINEPERF. STORM DRAIN IRRIGATION REDUCED PRESSUREFIRE HYDRANTSD COMBOBOX, CB & COSSSSSS(ss) (ss) (ss) IRIREXISTING MAJOR CONTOURPVC SDR 35 SANITARY SEWERWATER VALVE, TEE & BEND(w)(w)(w)EXISTING IRRIGATION LINEWWW(ir) (ir) PROPOSED STORM DRAINEXISTING MINOR CONTOUR(oh)(oh)(oh)EXISTING OVERHEAD UTILITYLEGENDSD SD SD SAND & GREASE TRAPCLEANOUTCOPROPOSED POWERTELUGEPROPOSED DATA/TELGASPROPOSED GASCSRPZPIWRPZIRRIGATION POINT OF CONNECTION (POC)PROPOSED WATER METER,BACKFLOW PREVENTION ASSEMLY (RPBP)CURB STOP, REDUCED PRESSUREBACKFLOW PREVENTION ASSEMBLY(RPBP)EXISTING CURB & GUTTERPROPOSED CURB & GUTTERI-84W. OVERLAND RDS. WOODSAGE AVES. LINDER RD S. MERIDIAN RD I-84EXIT 44VICTORYMIDDLESCHOOLS. STODDARD RD EXISTING BUILDINGPROPOSED SIDEWALKPROPOSED LANDSCAPINGPROPOSED SUBSURFACEINFILTRATION ROCKPATTERN LEGENDPROPOSED ASPHALTPROPOSED PLANTERPROPOSED BUILDINGFIRE TURN AROUNDPRECISION STORAGECITY OF MERIDIANVICINITY MAPNTS51 789520I-8493I-84I-86I-15I-15 I-153034 269320337526 2026287521 9355I-845295 95 95 121395 95 I-9095 95PROJECTLOCATION BOUNDARYBONNERKOOTENAISHOSHONEBENEWAHLATAHCLEARWATERNEZ PERCELEWISIDAHOADAMSWASHINGTONVALLEYLEMHICUSTERCLARKFREMONTBOISEGEMPAYETTEBLAINECAMASELMOREADACANYONOWYHEEBUTTELINCOLNGOODINGJEROMETWIN FALLSCASSIAMINIDOKAPOWERONEIDABANNOCKCARIBOUFRANKLINBEAR LAKEBINGHAMBONNEVILLEJEFFERSONMADISONTETONSTATE MAPSHEET INDEXC-1COVER SHEET & LEGENDC-2HORIZONTAL CONTROL SITE PLANC-3COMPOSITE SITE IMPROVEMENTS & UTILITY PLANC-4GRADING PLANC-4.1DRAINAGE & STORM WATER MANAGEMENT PLANC-5EROSION CONTROL PLANSITE STATISTICS:OWNEREPIC DEVELOPMENT917 S. ALLIANTE PL.BOISE, ID 83709(208) 724-6239CONTACT: JARRON LANGSTONCIVIL/SITE ENGINEEREDM PARTNERSPO BOX 6925BOISE, ID 83707(208) 891-9968CONTACT: TED BURKE, PELANDSCAPE ARCHITECTSTACK ROCK GROUP404 S. 8TH ST., SUITE 154BOISE, ID 83702(208) 716-4787CONTACT:(LS) KATE SHROSBREEARCHITECTADP ARCHITECTS1891 N. WILDWOOD ST.BOISE, ID 83713(208) 353-0734CONTACT:(A) GLENN WALKER, AIA, NCARB1345 S. OVERLAND ROAD, MERIDIAN, IDAHO 83642INSTRUMENT #2019038023PARCEL # S1224223270SUBDIVISION 3N, 1W 24 CITY OF MERIDIAN, IDAHODEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-1 Cover.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 20'10204060Precision Storage1345 S. Overland Dr.Cover Sheet & LegendERBERBNovember 20, 2020C-1 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction-ACHD Supplement(ISPWC-ACHD), .4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.TOTAL SITE GSF:184,244 SF4.23 AC*EXISTING BUILDING:3,185 GROSS SQ FOOT*BUILDING:30,000 GROSS SQ FOOTHEIGHT RESTRICTIONS:35'-0" MAX HEIGHTEXISTING ZONING:ZONED R-8PROPOSED ZONING:ZONED C-GSETBACKS & EASEMENTS:FRONT0' PROPERTY LINE SETBACKSIDE10/5' PROPERTY LINE SETBACKREAR0' PROPERTY LINE SETBACKBUFFERFRONT25' ARTERIAL LANDSCAPESIDE20/10' LANDSCAPE TO RES.REAR20/10' LANDSCAPE TO RES. CO8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' wsstsdsdsdsdsdsdsdsdsdsdbtelbtelbtelbtelbtelbtelbtelsdsdsdbtelbtelbtelS89°33'34"E 255.06'S00°34'17"E 167.30'S01°48'54"E 147.24'S01°58'59"E 178.09'S02°25'10"E 396.57'N66°01'50"W 134.39'N65°22'50"W 88.17'N00°00'00"E 454.47'N90°00'00"W 82.84'N00°15'00"E 344.81'OVERLAND DRIVE 102' ACHD R/WIR IR(ir) (ir) (ir) (ir) (ir) (ir) SD SD CSRPZPIWRPZW PROPOSEDSTORAGEFACILITY(30,000 SQ.FT ±)EXISTINGSTORAGEFACILITY(3,185 SQ.FT ±)3 STALLS20.00'68.54'44.90'67.64'263.82'185.45' 78.60'17.99'235.71'351.15'178.22'142.09'247.09'5.17'85.31'5.00'2.08'29.67'6.49'BM #2N: 41760.29'E: 25424.58'BM #1N: 41935.47'E: 25600.55'BLDG #11BLDG #2225.00'25.00'24.17'25.00'24.17'40.61'78.41'120.01'245.00'25.00'50.56'49.63'26.54'13.66'25.00'R20.00'17.16'350.81'25.00'R15.00'24.68'24.17'R20.83'4.17'4.17'R10.83'1.91'R7.17'41.62'41.41'R5.17'21.66'R1.17'R1.17'2.12'21.66'10.00'R14.17'7.38'R14.17'4.81'13.42'41.97'R14.25'R1.25'18.00'9.08'R1.25'R28.00'20.00'26.00'120.00'R5.17'7.00'13.83'9.00'9.00'9.00'2 STALLS+ 2 ADASTALLS24.17'R11.17'7.88'23.94'R11.17'16.22'R49.17'36.23'R50.00'28.23'R20.87'5.90'13.68'91.00'30.00'PROPOSED BUILDING CORNERSPOINT #NORTHINGEASTINGDESCDEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-2 HC Site Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 40'204080120Precision Storage1345 W. Overland Dr.Horizontal ControlSite PlanERBERBNovember 20, 2020C-2 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction - ACHD Supplement(ISPWC-ACHD), .4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.1345 W. OVERLAND ROAD, MERIDIAN, IDAHO 83642PRECISION STORAGEINSTRUMENT #2019038023BMBM#1ELEV: 2607.45'N:41935.47'E:25600.55'FOUND 1-2WCAP 7323BM#2ELEV: 2624.01N:41760.29'E:25424.58'FOUND 5-8WCAP LS7314SURVEY CONTROLPARCEL #S1224223270, SUBDIVISION 3N 1W 24, CITY OF MERIDIAN, IDAHOBMBM (ss) (ss) (ss) (ss) (ss) (ss) (ss) (ss) (ss) (ss) (w)(w)(w)(w)(w)(w)(w)(w)(w)(w)(w)COWM8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' wsstsdsdsdsdsdsdsdsdsdsdbtelbtelbtelbtelbtelbtelbtelsdsdsdbtelbtelbtelXXXXXXXXXXXX X X X XXXXXX X X X X X X XXXXXXXXXXXXXS89°33'34"E 255.06'S00°34'17"E 167.30'S01°48'54"E 147.24'S01°58'59"E 178.09'S02°25'10"E 396.57'N66°01'50"W 134.39'N65°22'50"W 88.17'N00°00'00"E 454.47'N90°00'00"W 82.84'N00°15'00"E 344.81'OVERLAND DRIVE 102' ACHD R/WWWWIR IR(ir) (ir) (ir) (ir) (ir) (gas)(gas)(gas)(gas)(oh)(oh)(oh)ctv(oh)(ir) SD SD CSRPZPIWRPZW PROPOSEDSTORAGEFACILITY(30,000 SQ.FT ±)EXISTINGSTORAGEFACILITY(3,185 SQ.FT ±)3 STALLSBM #2N: 41760.29'E: 25424.58'BM #1N: 41935.47'E: 25600.55'EXISTING GRAVITYIRRIGATION HEADGATEEXISTING CONCRETEGRAVITY IRRIGATIONDITCH(PROTECT IN PLACE)111111244234447773344433437143777777777722221011121313131313131313131114141414141414141414141414151515151515151515151618181818191919191919191918181819181919191952323133343586 LF36303030383951EX SSMHRIM:2605.41EX.INV(8"):2598.66INV (4"):2600.00545550505051RIM: 2605.415012458813134991462153161764413373891 LF70717172727351RIM: 2604.9351RIM: 2614.3756INSTALL STORM DRAINSEE GRADING & DRAINAGE SHEETINSTALL STORM DROP INLETSEE GRADING AND DRAINAGE SHEETINSTALL SAND & GREASE TRAP (SGT)ISPWC SD-624SEE GRADING & DRAINAGE SHEETINSTALL 4' CONCRETE WATERWAYSEE DETAILINSTALL 4' CONCRETEWATERWAYSEE DETAIL7750' x 10' x 1.0'BIORETENTION SWALEw/GRAVEL LAYERSEE SHEET C-4.140' x 10' x 1.0'BIORETENTION SWALEw/GRAVEL LAYERSEE SHEET C-4.1105' x 12' x 1.45'BIORETENTION SWALESEE SHEET C-4.1CONSTRUCTION KEYNOTESINSTALL ASPHALT PAVEMENT. SEE TYPICAL PAVEMENT SECTIONS,THIS SHEET.SAWCUT EXISTING ASPHALT, REPAIR PER ISPWC SD-303 TYPE-'P'(ACHD SUPPLEMENT)EXISTING ASPHALT/EDGE OF ASPHALTREMOVE EXISTING ASPHALTPROPOSED FIRE TURN AROUNDINSTALL CONCRETE DUMPSTER PAD. SEE DETAILS. SEE LANDSCAPEPLAN FOR TRASH ENCLOSURE DETAILSINSTALL 10" VERTICAL EXTRUDED CURB (NO GUTTER), SEE DETAILINSTALL SIDEWALK, PER ISPWC SD-709. ALL SCORING/JOINTPATTERNS PER ISPWC SD-714/714A. WIDTH PER PLAN.VAN ACCESSIBLE HANDICAP STALL, PER ADA SECT. 502, SEE DETAILSINSTALL HANDICAP PARKING SIGN - VAN ACCESSIBLE R7-8AHANDICAP ACCESS AISLE, PER ADA SECT. 502., SEE DETAILS4 IN WIDE WHITE PAINT STRIPINGLANDSCAPED AREA, SEE LANDSCAPE PLANLANDSCAPED PLANTING ZONE, SEE LANDSCAPE PLAN6' CLOSED VISION FENCE AT PERIMETER OF PROPERTY. SEEARCHITECTURAL PLANSTORMWATER INFILTRATION SWALE AREA. SEE GRADING & STORMWATER PLANSTORM WATER INFILTRATION TRENCH. SEE GRADING &STORMWATER PLANEXISTING FENCE TO REMAINREMOVE EXISTING FENCECONSTRUCT ADA PEDESTRIAN RAMP, PER ISPWC SD-712A & SD-712INSTALL CONCRETE PAD & BIKE RACKS. SEEARCHITECTURAL/LANDSCAPE PLAN FOR DETAILINSTALL THICKENED EDGE WALK. SEE DETAIL, GRADING SHEET12345678910111213141516171819202122WATER KEYNOTESEXISTING 6" WATER LINERELOCATE EXISTING METERRELOCATE EXISTING HYDRANT. INSTALL, (1) 45° & (1) 22.5° 6"FITTING W/TB, 16 LF 6" C900 PVC.INSTALL HYDRANT ASSEMBLY PER MERIDIAN SD-W7 & W-8INSTALL FIRE HYDRANT ASSEMBLY, PER ISPWC SD-404, MERIDIANSD-W7 & W-9CONNECT 1.5" C90 PE1 DOMESETIC WATER SERVICE TO EXISTING6" WATER MAIN, PER MERIDIAN SD-W1INSTALL 1.5" C901 PE DOMESTIC WATER SERVICE LINE, PERMERIDIAN SPECIFICATIONS & ISPWC SD-4021.5" DOMESETIC WATER METER, PER MERIDIAN SD-W1, SD-W-2,SD-W5CONNECT 2" FIRE WATER SERVICE TO EXISTING 6" MAINW/SERVICE SADDLE PER ISPWC SD-402. INSTALL CURB STOP &RPBP2" PE C901 FIRE SERVICE LINE, PER ISPWC SD-402DOMESTIC & FIRE WATER SERVICE TO TERMINATE 5' FROMBUILDING. CONTRACTOR TO COORDINATE WITHPLUMBING/MECHANICAL PLANS FOR CONNECTION.30313233343536373839SEWER KEYNOTESEXISTING 8" SANITARY SEWER MAINEXISTING SANITARY SEWER MANHOLE. ADJUST RIM TO EXISTINGGRADE, AS REQUIREDCONNECT 4" SAN. SEWER SERVICE TO EXISTING SEWER MANHOLE.CORE DRILL & INSTALL ELASTOMERIC BOOT w/NONSHRINK GROUTINSTALL 4" PVC ASTM 3034D SDR 35 PVC SANITARY SERVICE @ 2.0%,PER ISPWC SD-511 "A"INSTALL 4" CLEANOUT PER ISPWC SD-506ATERMINATE LATERAL WITHIN 5' OF BUILDING. SEEPLUMBING/MECHANICAL PLANS FOR CONNECTION DETAILS.EXISTING SANITARY SEWER CLEANOUT. ADJUST RIM TO FINISH GRADE.EXISTING SEWER EXTENSION FROM THIS POINT IS UNKNOWN.CONTRACTOR TO PROTECT IN PLACE OR REPLACE IN THE CASE OFDEMOLITION50515253545556MISCELLANEOUS UTILITY KEYNOTESINSTALL 1.5" x 1.0" TEE & 1.0" CURB STOP & RPBP FOR PRESSUREIRRIGATION POINT OF CONNECTION (POC)PROTECT EXISTING GRAVITY IRRIGATION STRUCTURERELOCATE ELECTRICAL TRANSFORMER. COORDINATE WITH ELECTRICALENGINEER & UTILITY PROVIDERRELOCATE GAS, POWER, CATV LINES. COORDINATE ROUTING &INSTALLATION w/UTILITY PROVIDERS707172732.0% MAX. SLOPESLOPER1.00'0.33'WIDTH VARIES(2) #4 REBARSPACED EVENLY0.50'0.50'0.33'1.50'0.33'PAVEMENTSECTIONPER DETAILTHICKENED EDGE WALK DETAILNOT TO SCALE"TOA"TOP OF ASPHALTELEVATION"TOC"TOP OF CONCRETE0.50'NOTES:1.ELEVATION DIFFERENCE BETWEEN "TOC" & "TOA"TO BE 0.5'DEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-3 Comp Imprvmnt & Util Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 40'204080120Precision Storage1345 W. Overland Dr.Composite Site Improvements& Utility PlanERBERBNovember 20, 2020C-3 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction -ACHD Supplement(ISPWC-ACHD).4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFYSUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.MATERIAL SPECIFICATIONS:ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF ISPWC, SECTION 810 CLASS IIIPLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWCSTANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATEMATERIALS.STRUCTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTSDETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT THAT THEMAXIMUM MATERIAL DIAMETER IS NO MORE THAN 23 THE COMPONENT THICKNESS.GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801,TABLE 1.- IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (B200981G, 7/6/2020) PREPARED BY MTI,THE PROJECT GEOTECH.10" EXTRUDED CURB DETAILBMBMGENERAL CONSTRUCTION NOTES:1.All construction work shall be done in accordance with the currentversion of the Idaho Standards for Public Works Construction (ISPWC),the City of Meridian Supplemental Specifications to the ISPWC (andany addendums), Meridian Design Standards, the requirements of theAda County Highway District (ACHD), and/or the requirements of theIdaho Transportation Department (ITD). The more stringent of any ofthese standards shall be the controlling standards or specifications.2.The Contractor shall have a copy of the latest City of MeridianStandard Specifications and Drawings on site or readily accessible atall times during construction (available on the website). Failure tohave access to a current copy of the Standard Specifications on sitecould be grounds for a stop work order until the situation is resolved.3.The Contractor shall have plans stamped “Approved for Construction”by the City of Meridian on site at all times.4.All Contractors, Subcontractors, and Utility Contractors shall attend apre-construction conference prior to start of work.5.Contractors shall notify the appropriate agency when materials are onsite or inspection of the work is required. No work may begin on anyproject without Twenty Four (24) hour prior notice.6.Contractor shall notify the Public Works Inspector 48 hours prior tothe required testing. The Contractor may not open or close watervalves.7.All material furnished on, or for the project must meet the minimumrequirements of the approving agencies. At the request of theapproving agency or the Design Engineer, Contractors shall furnishproof that all materials installed on this project meet the specificationrequirements set forth in General Construction Note No. 1.8.Work subject to approval by any governmental agency must beapproved prior to (A) backfilling trenches for pipe; (B) placing ofaggregate base; (C) placing of concrete; (D) placing of asphalt paving.9.Inspection, approval and final acceptance of all water and sewerconstruction shall be by the Public Works Department, and theirdecision shall be final. Such inspections shall not relieve thecontractor from the responsibility of performing the work in anacceptable manner in accordance with the DEQ/QLPE approvedconstruction plans.10.Any deviation from the approved plans and specifications must havethe applicable agency approval in writing prior to construction.11.Prior to beginning installation of street lights, the electrical contractorshall obtain an Electrical Permit from the Building Division of theMeridian Public Works Department. Any deviation in street lightlocations from the approved plans must be approved in writing fromthe City Engineer.SEWER NOTES:1.Construction of the sewer system shall conform to the standards inthe Wastewater Rules (IDAPA 58.01.16) as well as the standards andspecifications referred to in General Construction Note No. 1.2.The horizontal separation of potable water mains and non-potablewater mains (sanitary sewer, storm drain, and irrigation) shall be aminimum of ten (10) feet. Where it is necessary for a potable watermain and non-potable water main to cross with less than eighteen(18) inches of vertical separation, the crossing shall be constructed inaccordance with Section 542.07 of the Idaho Rules for Public DrinkingWater Systems (IDAPA 58.01.08) and Section 430.02 of theWastewater Rules (IDAPA 58.01.16).3.The horizontal separation of non-potable services and potable waterservices or potable water mains shall be a minimum of six (6) feet.Where it is necessary for a potable water main and non-potablewater main to cross with less than eighteen (18) inches of verticalseparation, the crossing shall be constructed in accordance withSection 542.07 of the Idaho Rules for Public Drinking Water Systems(IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA58.01.16).4.Place sewer service lines in a six (6) inch diameter water class pipesleeve wherever the service line crosses a storm water treatmentfacility (i.e., seepage beds, drainage swales).PRESSURE IRRIGATION NOTES:1.The pressurized irrigation system must be built to the standards ofthe irrigation district in which it is being constructed.2.Install a reduced pressure backflow preventer in any connectionbetween the potable water system and the pressure irrigationsystem. The device must be approved by the Idaho Department ofEnvironmental Quality (DEQ) and the City of Meridian WaterDepartment.DRAINAGE NOTES:1.For any drainage facilities within a public Right of Way, ACHD or ITDshall be responsible for inspection. For any private drainage facilitiesthe project engineer or architect shall be responsible for inspectionand certification of drainage facilities; however any roof drainage andpiping to the drainage facilities will be inspected by the Meridianplumbing official under the appropriate permit.WATER NOTES:1.Construction of the water system shall conform to the standards in the "IdahoRules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as thestandards and specifications referred to in General Construction Note No. 1.2.The horizontal separation of potable water mains and non-potable water mains(sanitary sewer, storm drain, And irrigation) shall be a minimum of ten (10) feet.Where it is necessary for a potable water main and Non-potable water main tocross with less than eighteen (18) inches of vertical separation, the crossing shallbe constructed in accordance with Section 542.07 of the Idaho Rules for PublicDrinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the WastewaterRules (IDAPA 58.01.16).3.The horizontal separation of non-potable services and potable water services orpotable water mains shall be a minimum of six (6) feet. Where it is necessary for apotable water main and non-potable water main to cross with less than eighteen(18) inches of vertical separation, the crossing shall be constructed in accordancewith Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16).4.Place water service lines in a two (2) inch diameter pipe sleeve wherever theservice line crosses a storm water treatment facility (i.e. seepage beds, drainageswales).5.The Contractor shall be responsible for providing continuous water service to allexisting water users affected by construction. If water service must beinterrupted, the contractor shall coordinate with the Public Works Inspector.PAVEMENT SECTION TABLEDUMPSTER PADAPSHALTIC CONCRETEDRIVEWAYS/PARKINGLIGHT DUTYSEE GEOTECHREPORTN/A10.0"N/A2.5"DRIVEWAYS/PARKINGHEAVY DUTY14.0"3.0"8.0"4.0"4.0"CRUSHED AGGREGATE BASESTRUCTURAL SUBBASECOMPACTED SUBGRADESEE GEOTECHREPORTSEE GEOTECHREPORTCONCRETEN/AN/A6.0"MAP PATTERN WMS89°33'34"E 255.06'S00°34'17"E 167.30'S01°48'54"E 147.24'S01°58'59"E 178.09'S02°25'10"E 396.57'N66°01'50"W 134.39'N65°22'50"W 88.17'N00°00'00"E 454.47'N90°00'00"W 82.84'N00°15'00"E 344.81'IRIR(ir) (ir) (ir) (ir) (ir) (ir) (ir) (ir) SD SD CSRPZPIWRPZW BLDG #11BLDG #2226102615262026062 6 0 72608260926112612261326142616261726182619 2605261026102610 2615 26062607260826082608 260926092609 261126112611 2612 2613 2614 2616261726182619 2606 26062607 2607(2610)(2615)(26 1 5 )(2615)(2606)(2607)(2608)(2609)(2611)(261 2 ) (261 3 )(2614)(261 4 )(2614)(2616)(2617)(2618)(2618)(2618)(2619)(2619)(2619)(2610) (2 6 0 6 ) (2607) (2 6 0 8 ) (26 0 9 ) (2610) (26 0 6 ) (260 7 ) (2608) (2609)(2610)( 2 6 1 5 )(2606)(2607)(2608)(2609)(2611) (2612) (2613) (2614) (2616)(2617)(2618)(2619)3.2%3 . 4 %3.8%3.1%2.6%3.3%2.2%0.9%3.0%2.7%0.8%1.0%1.2%1.3%3.4%3.6%1.5%2. 5 % 3.4% 2 . 3 % 2.4 % 1.2%0.7%TOA:7.37RIM A:6.83FL:7.17FL:7.56TOA:13.62TOA:15.63TOA:18.76TOA:19.44TOA:19.84TOA:19.07FG:19.63TOA-ADA:19.81TOA:19.79TOA/EOC:18.40TOA/EOC:18.28TOA:7.39TOA:7.63TOA:7.63TOA:7.51TOA:7.36TOA:5.94 TOA:4.64TOA:4.41TOA:5.34TOA:7.38TOA:6.05TOA:5.86TOA:7.19TOA:7.24TOA:7.46TOA:7.15FG:6.34FG:7.37FG:7.02FG:7.02TOA:7.51TOA:7.63TOA:7.63TOA:7.63FL:7.06TOA:7.23FL:12.48TOA:18.12FL:16.66TOA:7.04EX SSMH RIM:14.37TOA-ADA:19.26TOA-ADA:19.35TOA-ADA:19.43TOA-ADA:19.50TOA-ADA:19.81TOA:18.202.9%2.9%2.9%1.6%ADJUST RIM TO:13.09EX SSCORIM:14.39ADJUST RIM TO:12.83EX SSMH RIM:5.40ADJUST RIM TO:7.05EX SSMH RIM:5.01ADJUST RIM TO:5.19CURB CUT FL4.55CURB CUT FL4.70TBC-EX:5.39TBC-EX:5.29CURB CUT FL6.35TOA:7.47TOA:6.97RIM B:6.98TOA:12.75TOA:18.41TOA:18.77TOA:19.60TOA/EOC:19.44TOA/BLDG:19.79TOA/BLDG:19.69TOA/EOC:19.37TOA:18.75TOA:18.50TOA:17.89TOA/EOC:19.50TOC:19.56TOC:18.84TOC:18.78TOC:18.91TOA:20.34TOA:19.582610261526202606260726082609261126122 6 1 3 26 1 42616261726182619 TOA/EOC:7.66TOA/EOC:7.27GR A D E BR E A K GRADEBREAKGRADEBREAKGRADEBREAK91' x 30' x 6.0'INFILTRATION BASINSEE SHEET C-4.1CONCRETE WATERWAYSEE DETAIL, SHEET C-3SD DROP INLETSEE DETAIL, SHEET C-4.1SD SAND & GREASE TRAP(SGT)SEE DETAIL, SHEET C-4.1RIM:11.9950' x 10' x 1.0'BIORETENTION SWALESEE SHEET C-4.140' x 10' x 1.0'BIORETENTION SWALESEE SHEET C-4.1105' x 12' x 1.45'BIORETENTION SWALESEE SHEET C-4.12.2%2.0% MAX. SLOPESLOPER1.00'0.33'WIDTH VARIES(2) #4 REBARSPACED EVENLY0.50'0.50'0.33'1.50'0.33'PAVEMENTSECTIONPER DETAILTHICKENED EDGE WALK DETAILNOT TO SCALE"TOA"TOP OF ASPHALTELEVATION"TOC"TOP OF CONCRETE0.50'NOTES:1.ELEVATION DIFFERENCE BETWEEN "TOC" & "TOA"TO BE 0.5'DEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-4 Grading Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 30'15306090Precision Storage1345 W. Overland Dr.Grading PlanERBERBNovember 20, 2020C-4.0 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction - ACHD Supplement(ISPWC-ACHD).4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.1345 W. OVERLAND ROAD, MERIDIAN, IDAHO 83642PRECISION STORAGEINSTRUMENT #2019038023PARCEL #S1224223270, SUBDIVISION 3N 1W 24, CITY OF MERIDIAN, IDAHOSPOT ELEVATION LEGENDEGEXISTING GRADEFGFINISH GRADEFFEFINISH FLOOR ELEVATIONEOWEDGE OF WALKEOCEDGE OF CONCRETETOCTOP OF CONCRETE(SEE DETAIL, THIS SHEET)TBCTOP BACK OF CURBTOATOP OF ASPHALT(SEE DETAIL, THIS SHEET)FLFLOWLINEHP-*,LP-*HIGH/LOW POINT*-BLDGGRADE AT EXISTING BLDG*-BLGRADE BREAK LINE*-EXTIE TO EXISTING FEATURE*-EGTIE TO EXISTING GRADE COWM8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss8'' ss12'' w12'' w12'' w12'' w12'' w12'' w12'' w12'' wsstsdsdsdsdsdsdsdsdsdbtelbtelbtelbtelbtelsdsdsdbtelbtelbtelOVERLAND DRIVE 102' ACHD R/WIR IR(ir) (ir) (ir) (ir) (ir) (ir) SD SD CSRPZPIWRPZW26102615262026062 6 0 72608260926112612261326142616261726182619 2605261026102610 2615 26062607260826082608 260926092609 261126112611 2612261326142616261726182619 2606 26062607 2607(2610)(2615)(26 1 5 )(2615)(2606)(2607)(2608)(2609)(2611)(261 2 ) (261 3 )(2614)(261 4 )(2614)(2616)(2617)(2618)(2618)(2618)(2619)(2619)(2619)(2610) (2 6 0 6 ) (2607) (2 6 0 8 ) (26 0 9 ) (2610) (26 0 6 ) (260 7 ) (2608) (2609)(2610)(2615)(2606)(2607)(2608)(2609)(2611) (2612) (2613) (2614)(2616)(2617)(2618)(2619)PROPOSED BUILDINGFINISH FLOOR ELEVATIONFFE:2607.63EX.BUILDING FINISHFLOOR ELEVATIONFFE:~2619.7526102615262026062607260826092611261226 1 3 26142616261726182619 SD DROP INLETSEE DETAIL, SHEET C-4.1CONSTRUCT 380 LF4' CONCRETE WATERWAYSEE DETAILSDDI-1(APWA 332)RIM:2611.99INV(15"):2608.00INSTALL SAND & GREASE TRAP SGT-1ISPWC-ACHD SD-624RIM(A):2606.83RIM(B):2606.98INV(IN-W):2604.00INV(IN-N):2605.15INV(OUT-N/S):2603.65SEE DETAIL40' x 10' x 1.0'BIORETENTION SWALESEE SHEET C-4.1INSTALL 171 LF 15" PVC ASTM D3034 SDR 35STORM PIPE @ 3.0%INSTALL 52 LF 15" PVCASTM D3034 SDR 35STORM PIPE @ 0.0%INV:2603.50DRAINAGE AREA 3CONSTRUCT 50' x 10' x 1.0'BIORETENTION SWALEW/GRAVEL STORAGE LAYERSEE TABLEDRAINAGE AREA 3CONSTRUCT 40' x 10' x 1.0'BIORETENTION SWALEW/GRAVEL STORAGE LAYERSEE TABLEDRAINAGE AREA 2CONSTRUCT 105' x 12' x 1.45'BIORETENTION SWALESEE TABLECONSTRUCT 59 LF4' CONCRETE WATERWAYSEE DETAILCONSTRUCT 66 LF4' CONCRETE WATERWAYSEE DETAILINSTALL 114 LF8" PVC ASTM D3034 SDR 35ROOF DRAIN HEADERSEE ARCHITECTURAL PLANS FORCONNECTION TO BUILDING DOWNSPOUTSINV:2605.88INSTALL 3 LF10" PVC ASTM D3034 SDR 35ROOF DRAIN HEADERINSTALL 30 LF10" PVC ASTM D3034 SDR 35ROOF DRAIN HEADERINV:2605.16INV:2605.31INV:2606.56INSTALL 250 LF8" PVC ASTM D3034 SDR 35ROOF DRAIN HEADER8'' ss8'' sssIRIR(ir) SD SDDRAINAGE AREA "DA-1"0.72 ACC=0.72DRAINAGE AREA "DA-2"0.56 AC / C=0.61DRAINAGE AREA "DA-3"0.62 ACC=0.64DA-1 INFILTRATION BASINDA-3 BIOFILTRATION SWALEDA-2BIOFILTRATION SWALEDEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-4 Grading Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 40'204080120Precision Storage1345 W. Overland Dr.Drainage & Storm Water Management PlanERBERBNovember 20, 2020C-4.1 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction - ACHD Supplement(ISPWC-ACHD).4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.DRAINAGE BASIN MAP24" DIA. TRAFFIC RATED FRAME ANDSTANDARD MANHOLE COVER, PROVIDECONCRETE COLLAR IF NOT LOCATED WITHINSIDEWALK.STORMDRAINPROVIDE WATER-TIGHT SEALSSEEPLANS**INV. OUT = DWEIR = C2TS6"0.2'BAFFLE = C19"MIN18" SOLIDWALL PVCASTM F679PIPE24" DIA. TRAFFIC RATED FRAME AND OPENGRATE, PROVIDE CONCRETE COLLAR IF NOTLOCATED WITHIN SIDEWALK.SAND/GREASE TRAPOLD CASTLE PRECASTAPPROVED EQUALWITH BAFFLES)TO INFILTRATION BASINFROM STORM COLLECTION SYSTEM24" DIA. TRAFFIC RATED FRAME ANDSTANDARD MANHOLE COVER, PROVIDECONCRETE COLLAR IF NOT LOCATED WITHINSIDEWALK.STORMDRAINPROVIDE WATER-TIGHT SEALSSEEPLANS**PROVIDE GRADE RINGS AS NECESSARY (12"MAX.). SET FLUSH WITH FINISH GRADE.INV. OUT = DWEIR = C2INV. IN = BTS6"0.2'BAFFLE = C19"MIN18" SOLIDWALL PVCASTM F679PIPES&G TRAP &TRENCHS&GTRAPSIZERIM AINV IN BWEIR C2BAFFLE C1INV OUT DBAFFLESPACING TSSGT-115002606.832606.982603.802603.302603.6520"(FG)6"MIN. TOTOP OFSYSTEMSLOPE = 0.0%DRAIN ROCK MAYBE OVER PIPE1'-0"MIN.FOOT PLATEDRAINAGE CONTRACTOR SHALL INSTALL 2" SCH 80 WATER CLASS PIPECONDUITS THROUGH STORMWATER RETENTION SYSTEM FORWATER SERVICES, UNDERGROUND POWER LINES, GAS LINES ANDTELEPHONE LINES. SEWER SERVICES SHALL BE PLACEDIN 6" DIA. SCH 80 PIPE THROUGH STORMWATER RETENTION SYSTEM. THEPRECISE LOCATION, DEPTH AND SIZE SHALL BE DETERMINEDAT THE PRECONSTRUCTION CONFERENCE OR BY THE ENGINEER.IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALLNOTIFY THE ENGINEER AS SOON AS POSSIBLE FORREDESIGN OF STORMWATER RETENTION SYSTEM TO PROVIDE 5' MIN.CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THESTORMWATER RETENTION SYSTEM. UNTIMELY NOTIFICATION OF THEENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR.ALL MONITORING WELLS TO HAVE CONCRETE APRON POURED AROUNDCAP.ALL WASHED STONE IN INFILTRATION TRENCH TO BE 2" GRANITE ORAPPROVED EQUAL. LIMESTONE BASED GRAVEL WILLNOT BE ACCEPTED.*SYSTEM STORAGE SIZING FACTORS IN SOIL INFILTRATION RATETOP OF SYSTEM (T)TOP OF PIPE (TP)BOTTOM45°'45°'45°'45°'180°'1.CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION ANDSHALL VERIFY AL MATERIALS LOCATION AND SIZE.2.MINIMUM SEPARATION FROM BOTTOM OF ANY INFILTRATION FACILITY TOSEASONAL HIGH GROUND WATER OR BED ROCK SHALL BE A MINIMUMOF 3' CONTRACTOR TO NOTIFY THE DESIGN ENGINEER IMMEDIATELY IFGROUND WATER IS ENCOUNTERED WITHIN 3' OF THE BOTTOM OF ANYINFILTRATION FACILITY.NOTES:38" PERFORATIONS IN VALLEYS OFCORRUGATED PIPE 5 EACH.(W) VARIES SEE PLAN(D) SEE TABLESAND LAYER TO(18" MIN.)ASTM C-33 SANDVARIES 1.5' MIN.18" PRE-MANUFACTUREDPERFORATED PVC ASTMF679 PIPE OR APPROVEDEQUAL. PERFORATIONS ONTOP (1/2 OF PIPE ONLY).AASHTO M288 CLASS II NON-WOVENGEOTEXTILE ON TOP AND SIDES ONLY2" WASHED ANGULARDRAIN ROCKDRAINAGEAREAFINISH GRADE(FG)TOPSYSTEM(T)TOP PIPE(TP)LENGTH(L)WIDTH(W)DEPTH(D)BOTTOMSYSTEM (B)BOTTOMSAND (BS)TOTALRUNOFFVOLUME (FT3)(100YR)SOIL CLASS(USCS)INF RATE (INHR)REQ'D STORAGEVOLUME* (FT3)(100YR)SYSTEMVOLUMEPROVIDED(FT3)1206.832605.332605.1591.0030.006.002599.332597.837623GP8.0064976552(T)(B)(BS)BOTTOM OFSAND18" PRE-MANUFACTURED PERFORATEDPVC ASTM F679 PIPE OR APPROVED EQUAL.PERFORATIONS ON TOP (1/2 OF PIPE ONLY).18" SOLID WALL PVC ASTM F679 PIPEEXTENDED 5' INTO DRAIN ROCK2" WASHEDDRAINROCKSUBSURFACE INFILTRATION BASIN DETAILNOT TO SCALESAND/GREASE TRAPOLD CASTLE PRECASTAPPROVED EQUALWITH BAFFLES)TO INFILTRATION BASINGROUND WATER OBSERVATION WELL WITHMETAL CAP AND LOCK, PER ISPWC SD-627TWDRWR1500 GAL SAND & GREASE TRAP DETAILNOT TO SCALEBWDDRAINAGEAREALENGTH(L)TOPWIDTH(TW)BOTT.WIDTH(BW)DEPTH(D)SURFACESTORAGEVOL.(FT³)GRAVELLAYERWIDTH(WR)GRAVELLAYERDEPTH(DR)GRAVELLAYERSTORAGEVOL.(FT³)TOTALRUNOFFVOLUME (FT3)(100YR)SOIL CLASS(USCS)INF RATE(IN HR)REQ'D STORAGEVOLUME* (FT3)(100YR)SYSTEMVOLUMEPROVIDED(FT3)2105.0012.002.001.4511880.000.000.001177GP8.0011771188350+4010.002.001.005405.004.60832.001369GP8.0013691372NOTES:1.BIOINFILTRATION SWALE TO COMPLY WITH ACHDSTORMWATER DESIGN GUIDELINES BMP 30.2.MINIMUM SEPARATION FROM BOTTOM OF ANYINFILTRATION FACILITY TO SEASONAL HIGHGROUND WATER OR BED ROCK SHALL BE AMINIMUM OF 3' CONTRACTOR TO NOTIFY THEDESIGN ENGINEER IMMEDIATELY IF GROUND WATERIS ENCOUNTERED WITHIN 3' OF THE BOTTOM OFANY INFILTRATION FACILITY.BIOINFILTRATION SWALE DETAILNOT TO SCALE WMS89°33'34"E 255.06'S00°34'17"E 167.30'S01°48'54"E 147.24'S01°58'59"E 178.09'S02°25'10"E 396.57'N66°01'50"W 134.39'N65°22'50"W 88.17'N00°00'00"E 454.47'N90°00'00"W 82.84'N00°15'00"E 344.81'IRIR(ir) (ir) (ir) (ir) (ir) (ir) (ir) (ir) SD SD CSRPZPIWRPZW BLDG #11BLDG #2226102615262026062 6 0 72608260926112612261326142616261726182619 2605261026102610 2615 26062607260826082608 260926092609 261126112611 2612 2613 2614 2616261726182619 2606 26062607 2607(2610)(2615)(26 1 5 )(2615)(2606)(2607)(2608)(2609)(2611)(261 2 ) (261 3 )(2614)(261 4 )(2614)(2616)(2617)(2618)(2618)(2618)(2619)(2619)(2619)(2610) (2 6 0 6 ) (2607) (2 6 0 8 ) (26 0 9 ) (2610) (26 0 6 ) (260 7 ) (2608) (2609)(2610)( 2 6 1 5 )(2606)(2607)(2608)(2609)(2611) (2612) (2613) (2614) (2616)(2617)(2618)(2619)2610261526202606260726082609261126122 6 1 3 26 1 42616261726182619 GR A D E BR E A K GRADEBREAKGRADEBREAKGRADEBREAKDEVELOPER:NOTES:PROJECT:DRAWN BY:SHEET NUMBER:REVIEWED BY:DATE:SCALE: 0REVISIONS:No.DATEREMARKSD:\EDM Partners Dropbox\Projects\Precision Storage\Drawings\C-5 EC Plan.dwg 2815 E 3300 S, Salt Lake City, UT 84109(801) 305-4670 wvvw.edmpartners.com1" = 30'15306090Precision Storage1345 W. Overland Dr.Erosion Control PlanERBERBNovember 20, 2020C-5.0 1.All sanitary sewer improvements shall conformwith the standards and specifications of theCity of Meridian.2.All culinary water improvements shall conformwith the standards and specifications of theCity of Meridian.3.All improvements in the public right of wayshall conform with the standards andspecifications of the Ada County HighwayDistrict (ACHD) and the Idaho Standards ForPublic Works Construction - ACHD Supplement(ISPWC-ACHD).4.All private improvements shall conform to IdahoStandards For Public Works Construction(ISPWC) standards and specifications.5.Contractor to field locate and verify thehorizontal and vertical location of all utilitiesprior to beginning work.1345 W. OVERLAND ROAD, MERIDIAN, IDAHO 83642PRECISION STORAGEINSTRUMENT #2019038023PARCEL #S1224223270, SUBDIVISION 3N 1W 24, CITY OF MERIDIAN, IDAHOSILT FENCECOIR FIBER WATTLESTABILIZED CONSTRUCTIONENTRANCELAYDOWN/STAGING AREASOIL STOCKPILECONCRETE WASHOUTPORTABLE TOILETDUMPSTEREARTH BERM BARRIERINLET PROTECTIONPROPOSED FLOW DIRECTIONXXPTDPLEGEND:XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX70'35'DPPTXXXXXXXXXXXXXXXXXX X X X X X XXXXXXXXXXXXXXX EXISTING CLASS 1 TREES TO REMAIN PER OH LINES EXISTING TREES TO REMAIN IF SITE PERMITS, REPLACE WITH TREES FROM APPROVED SELECTION LIST, CANOPIES TO TOUCH AT MATURITY EXISTING TREES TO REMAIN IF SITE PERMITS, REPLACE WITH TREES FROM APPROVED SELECTION LIST, CANOPIES TO TOUCH AT MATURITY EXISTING TREES TO REMAIN IF SITE PERMITS, REPLACE WITH TREES FROM APPROVED SELECTION LIST, CANOPIES TO TOUCH AT MATURITY 6' CLOSED VISION FENCE AROUND PERIMETERS, VINYL OR APPROVED OTHER EXISTING SIDEWALK BUILDING PER ARCH PARKING W. OVERLAND ROAD WALKWAY 5'-0"' 25'-0"' 25'-0"'26'-6116"'TRASH ENCLOSURE BIKE RACKS PER ARCH WALKWAY GRAVEL- 3/8" CHIP OR APPROVED OTHER BUILDING LAWN - Sodded tall turf-type fescue or approved other Existing Trash Tree to be removed, Arborist shall Verify Tree Mitigation Existing Tree to remain protect & preserve, typ RTF LAWN- (Rhizomatous Tall Fescue) Seeded or approved other TREES BOTANICAL / COMMON NAME CONT CAL SIZE QT Y REMARKS Acer platanoides `Parkway` / Parkway Maple B&B 2"6 45` H x 25` W CLASS II Fraxinus pennsylvanica `Cimarron` / Green Ash B & B 2"4 50` H x 30` W CLASS II Gleditsia triacanthos inermis `Sunburst` / Sunburst Common Honeylocust B & B 2"Cal 2 40` H & 40` W, CLASS II Picea pungens / Colorado Spruce B & B 6`-7` H 7 50` H x 20` W EVERGREEN Pinus flexilis `Vanderwolf`s Pyramid` / Vanderwolf`s Pyramid Pine B & B 6`-7` H 13 25`H x 15`W EVERGREEN Quercus rubra / Red Oak B & B 2"Cal 8 65` H X 60` W, CLASS III Tilia cordata `Greenspire` / Greenspire Littleleaf Linden B & B 2"Cal 1 40`H x 40`W, CLASS II SHRUBS BOTANICAL / COMMON NAME CONT FIEL D2 SIZE QT Y REMARKS Arctostaphylos uva-ursi `Massachusetts` / `Massachusetts` Kinnikinnick 1 gal 35 6" H X 4.5`-5` W Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal 48 3` H x 3` W Hydrangea paniculata `Little Quick Fire` / Little Quick Fire Hydrangea 2 gal 10 4`H X 4` W Juniperus horizontalis `Blue Rug` / Blue Rug Juniper 7 gal 71 6"h X 8`W Mahonia repens / Creeping Mahonia 5 gal 41 3` H X 4` W Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 2 gal 79 2`H x 8`W PLANT SCHEDULE LANDSCAPE REQUIREMENTS CODE REQUIREMENTS PER MERIDIAN CITY CODE STREET BUFFER: *1 TREE PER 35LF STREET NAME LENGTH (LF) TREES REQUIRED TREES PROVIDED ·OVERLAND 216 5*5+ *CLASS I TREES DUE TO OVERHEAD LINES *CONIFER TREES ADDED TO PROVIDE BUFFER PERIMETER BUFFER: *TREES AROUND PERIMETERS SHALL HAVE CANOPIES TOUCHING AT MATURITY *EXISTING TREES TO REMAIN FOR MATURE CANOPY / BUFFER PARKING LOT: *INTERIOR PARKING LOT LANDSCAPING REQUIRED FOR PARKING LOTS WITH 12 OR MORE SPACES *1 TREE PER PLANTER ISLAND IN PARKING LOTS WITH 12 OR MORE SPACES PLANTERS TREES REQUIRED 3* N/A* *PARKING LOT HAS UNDER 12 PARKING SPACES, NO LANDSCAPING IS REQUIRED. MINIMUM PLANT SIZES: PLANT TYPE:MINIMUM SIZE *EVERGREEN TREES: 6'-0" HT. MIN. *ORNAMENTAL TREES:2" CALIPER MIN. *SHADE TREES:2" CALIPER MIN. *WOODY SHRUBS: 2 GAL. MIN. 1.REGULATIONS & STANDARDS 1.1.All contractor work shall be conducted in accordance with ISPWC (Idaho Standard Public Works Construction), 2020; and City of Meridian, ID codes, standards and state and local regulations. 2.EXISTING CONDITIONS 2.1.All utilities shall be located prior to construction and protected. Any damage to structures, utilities or concrete will be replaced at contractor's expense. 2.2.The site has many existing improvements such as underground utilities, curb and gutter, light poles and sidewalks. 2.3.See Engineer's plans for information about existing features. 2.3.1.Refer to civil plans for all existing and/or proposed drainage pipes & locations, utilities. Protect all drainage at all times, protect all utilities at all times. 3.GRADING & SITE PREPARATION 3.1.Prepare finish grades for planting by grubbing and removing weeds. If necessary apply Round-Up (or equivalent herbicide), using a certified applicator. Remove rocks and other materials over 2". 3.2.All gravel overprep to be removed and disposed of off site. 3.3.Finish grade to be smooth transition to allow for entire site to be a natural flowing space. 3.4.Fine grade lawn areas to elevations set by Engineer's plans with positive drainage away from structures. 3.5.Refer to Engineer's plans for grading information & for all drainage pipes and locations. Protect and retain drainage at all times. 3.6.No pooling or standing water will be accepted per industry standards. 4.SOILS 4.1.Lawn areas shall receive 12" min depth of screened topsoil. 4.2.All planter beds shall receive 18" min depth of screened topsoil. 4.3.Reuse of existing topsoil that has been stockpiled on site is permitted if: 4.3.1.Topsoil is tested and analyzed to ensure a proper growing medium. Provide additional amendments as determined by soil tests. 4.3.2.Topsoil is to be loose, friable sandy loam that is clean and free of toxic materials, noxious weeds, weed seeds, rocks, grass or other foreign materials. 4.3.3.Topsoil shall have a ph of 6.5 to 8.0. 4.3.4.If on site topsoil does not meet these minimum standards contractor is responsible for providing approved imported topsoil or improving onsite topsoil per the approval of the project manager. 4.4.If imported topsoil is used it must be from a local source and be screened free of any debris or foreign matter. Topsoil must not contain rocks, sticks, lumps, or toxic matter and has a pH of 6.5-8.0. 4.5.Smooth, compact, and fine grade topsoil in lawn areas to smooth and uniform grade .5" below adjacent surfaces. 4.6.Amend all new plantings with 2 parts topsoil, 1 part compost. 5.LAWN AREAS 5.1.Sodded lawn to be tall turf-type fescue, or approved other. 5.2.Sodded lawn to be regionally/locally harvested, lay sod within 24 hours of harvesting. 5.3.Lay sod to form a solid mass with offset, tightly fitted joints on even grades. 5.4.Any existing lawn that is damaged shall be replaced with sodded lawn of the same type of existing lawn. 5.5.All lawn areas adjacent to planter beds, gravel areas, or aggregate pathways shall have 4" black steel edging installed per manufacturer recommendations. Other applications to be approved by owner and landscape architect. 5.6.Lawn adjacent to buildings, structures shall be a minimum of 18" away from foundations. Lawn adjacent to fences or other screening elements shall be a minimum of 9" away. 5.6.1.Install 3 8" chips or other approved gravel mulch type in mow strip at a depth of 3" over commercial grade weed barrier fabric installed per manufacturer recommendations. 5.7.Provide tree rings with a minimum 3' diameter around all trees located in lawn, mulch type & installation/application to match all other planter beds. 6.PLANTER BED MULCH 6.1.All planter beds to receive 3" depth of black & tan mini rock mulch or approved equal, submit for approval prior to placement. Install over commercial grade weed barrier fabric per manufacturer recommendations. 7.PLANTS 7.1.All plant material shall be installed per industry standards. 7.2.All plant material shall meet or exceed the minimum federal standards as regulated by ANSI z60.1, American Standard for Nursery Stock. Plants not meeting these standards for quality, or plants determined to be unhealthy by Owner's representative, will be rejected. 7.3.All Ball and Burlap trees to be installed per Balled and Burlapped planting detail. All shrubs to be installed per detail. 7.4.Trees and shrubs over 30" shall not be planted within clear vision triangles. 7.5.Fertilize all trees and shrubs with 'Agriform' planting tablets or approved equal. Apply per manufacturers recommendations. 8.IRRIGATION 8.1.Irrigation system shall be built to the following specifications: 8.1.1.Adhere to city codes when connecting to city water. 8.1.2.All irrigation material to be new with manufacturers' warranty fully intact. 8.1.3.Install outdoor rated controller in specified location on plan, in a lock box with 2 keys. Coordinate with project manager and general contractor on exact location. 8.1.3.1.Controller to have On/Off rain switch or rain shut off device that does not alter program. 8.1.4.All remote control valves (including master control valve) to have flow control device. 8.1.5.Irrigation system piping to be minimum class 200 PVC or approved equal, sleeves to be double the size of pipes located within, all wires to be contained in separate sleeves 1-1/2" dia min. 8.1.6.Use common trenching where possible.. 8.1.7.All PVC located under hardscapes to be schedule 40 PVC with same req's as above. 8.1.8.All wires to be Paige wire 7350 or 7351 direct bury wire at a minimum of 12" below finished grade. 8.1.9.Connect mainline to point of connection in approximate location shown on plan. 8.1.10.Contractor is responsible complying with all codes and paying all permits necessary. 8.1.11.Sprinkler heads shall have matched precipitation within each control circuit. Velocities shall not exceed 5 feet per second. 8.1.12.All drip irrigation to be buried 2" below finished grade. 8.1.13.Water schedule to be provided at a min of 80% evapotranspiration as determined by the local ET. 8.1.14.Install all irrigation per irrigation drawings. utilize material specified or approved equal. 8.2.Contractor shall confirm the static water pressure at least five days before construction begins and to contact the landscape architect in writing if the pressure is below 65 psi. 8.3.If any discrepancies are found, then local codes shall prevail. 9.CONTRACTOR RESPONSIBILITIES 9.1.Estimated quantities are shown for general reference only. Contractor shall be responsible for all quantity estimates. 9.2.All plant material and workmanship shall be guaranteed for a period of one year beginning at the date of Acceptance by Owner. Replace all dead or unhealthy plant material immediately with same type and size at no cost to Owner. 9.3.Landscape contractor to turn in as built drawings at the end of project. Substantial completion will not be granted until 2 copies @ 1"=20' scale are turned in and approved by owner's representative. 10.In the event of a discrepancy, notify the Landscape Architect immediately. LANDSCAPE NOTES: These documents are the property of Stack Rock Group and are not to be copied, reproduced, distributed, either directly or indirectly, used for another project or any purpose whatsoever without express and written permission of Stack Rock Group.JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER JB JB/KS/MW 12.21.2020 19-1288 D e s c r i p t i o nDATEMRK REVISIONSG:\Shared drives\Stack Rock Group\Work\2019\01-Projects\19-1288 Overland RV Park\03-CAD\3.01-City Submittals\19-1288 l100 ar landscape plan.dwgPRECISION STORAGEOVERLAND RD, MERIDIAN, IDAHO1 ABCDEFGH2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CITY REVIEW SETWILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: WILL@STACKROCKGROUP.COM www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DE LIVE RAB LE S THA T RE MA IN A T A L L TI M E S PR OP E R T Y O F S T A C K R O C K G R O U P , I N C . REPRODUCTION OR REUSE OF T H I S P R O D U C T C O N T A I N E D H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N C O N S E N T O F S T A C K R O C K G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 12.21.20 0 SCALE: feet50100150 1" = 50NORTH LANDSCAPE PLAN L100 PLANTER ISLAND DETAIL 3/4" = 1'-0" 1'-0" FGFG NOTE: *CURB & ADJACENT PAVEMENT PER CIVIL OR HARDSCAPE PLANS *TREE & SHRUB TO BE INSTALLED PER RESPECTIVE DETAILS *PLANTS & MULCH PER PLAN MOUND PLANTER 3.5" ABOVE TOP OF CURB TOP SOIL DEPTH AS SPECIFIED TOP SOIL DEPTH AS SPECIFIED PROVIDE 1' MIN STEP SPACE FOR ADJACENT PARKING EACH SIDE, TYP FINISHED GRADE .5" BELOW TOP OF CURB, TYP CURB, 6" OR OTHER PER CIVIL, TYP 3 329343-04 MULCH 2" MIN. AWAY FROM TRUNK OF PLANT. LAWN OR PAVING BALL AND BURLAP PLANT (IF CONTAINER - GROWN PLANT WITH ROOTS LOOSENED AND PULLED OUT TO PREVENT PLANT FROM BECOMING ROOT BOUND) SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL FOLD BURLAP FROM TOP OF ROOT BALL DOWN INTO GROUND; SET TOP OF BALL FLUSH WITH FINISH GRADE 12" TO 18" FOR LARGER SHRUB ROOT BALLS, MAKE DEPTH MIN. 4" DEEPER THAN BALL) 3" DEEP MULCH MIN. NOTE: REMOVE ALL TAGS, TWINE OR OTHER NON BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR ROOT MASS. BACKFILL SHALL BE 100% TOPSOIL. WATER SETTLE ALL PLANTINGS TO ENSURE PLANT ROOTBALL MAINTAINS 1 2" HEIGHT ABOVE EXISTING SOILS WHEN COMPLETE. SHRUB PLANTING 1" = 1'-0" 1 329333.16-01 212" TOP TWO STRUCTURAL ROOTS: <3" BELOW TOP OF ROOTBALL. LOWEST STRUCTURAL ROOT <5" BELOW TOP OF ROOT BALL 612"NOTES: 1.DO NOT DAMAGE OR CUT LEADER 2.DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE STAKES. 3.TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR. HOWEVER ANY TREES DISTURBED FROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. 4.WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION. 5.REMOVE ALL BURLAP, TWINE, ROPE, OR MATERIAL FROM THE TOP 1 3 OF THE ROOTBALL. 6.5' DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE. 3" OF MULCH MIN. DO NOT PLACE MULCH WITHIN 2" OF TRUNK OF TREE. GRAFT VISIBLE ABOVE SOIL LINE SOIL LINE OF THE TOP OF THE ROOT BALL AFTER REMOVING EXCESS SOIL. 2-3" OF MULCH BACKFILL MIX SEE NOTES AND SPECIFICATIONS. COMPACT SOIL UNDER ROOTBALL TO 90% PROCTOR. CUT AND FOLD WIRE BASKET FROM TOP OF ROOTBALL SOIL SAUCER >3" HIGH REMOVE AT END OF PROJECT BALL AND BURLAP TREE PLANTING 3/4" = 1'-0"329343.33-05 2 EXISTING TREES DIAGRAM: NORTH L101 L101 L102 L102 L102 L102 L102 L102 EXISTING CLASS 1 TREES TO REMAIN PER OH LINES EXISTING TREES TO REMAIN IF SITE PERMITS, REPLACE WITH TREES FROM APPROVED SELECTION LIST, CANOPIES TO TOUCH AT MATURITY EXISTING TREES TO REMAIN IF SITE PERMITS, REPLACE WITH TREES FROM APPROVED SELECTION LIST, CANOPIES TO TOUCH AT MATURITY EXISTING SIDEWALK BUILDING PER ARCH PARKING W. OVERLAND ROAD 5'-0"' BIKE RACKS PER ARCH WALKWAY LAWN - Sodded tall turf-type fescue or approved other Existing Trash Tree to be removed, Arborist shall Verify Tree Mitigation Existing Tree to remain protect & preserve, typ RTF LAWN- (Rhizomatous Tall Fescue) Seeded or approved other TREES BOTANICAL / COMMON NAME CONT CAL SIZE QT Y REMARKS Acer platanoides `Parkway` / Parkway Maple B&B 2"6 45` H x 25` W CLASS II Fraxinus pennsylvanica `Cimarron` / Green Ash B & B 2"4 50` H x 30` W CLASS II Gleditsia triacanthos inermis `Sunburst` / Sunburst Common Honeylocust B & B 2"Cal 2 40` H & 40` W, CLASS II Picea pungens / Colorado Spruce B & B 6`-7` H 7 50` H x 20` W EVERGREEN Pinus flexilis `Vanderwolf`s Pyramid` / Vanderwolf`s Pyramid Pine B & B 6`-7` H 13 25`H x 15`W EVERGREEN Quercus rubra / Red Oak B & B 2"Cal 8 65` H X 60` W, CLASS III Tilia cordata `Greenspire` / Greenspire Littleleaf Linden B & B 2"Cal 1 40`H x 40`W, CLASS II SHRUBS BOTANICAL / COMMON NAME CONT FIEL D2 SIZE QT Y REMARKS Arctostaphylos uva-ursi `Massachusetts` / `Massachusetts` Kinnikinnick 1 gal 35 6" H X 4.5`-5` W Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal 48 3` H x 3` W Hydrangea paniculata `Little Quick Fire` / Little Quick Fire Hydrangea 2 gal 10 4`H X 4` W Juniperus horizontalis `Blue Rug` / Blue Rug Juniper 7 gal 71 6"h X 8`W Mahonia repens / Creeping Mahonia 5 gal 41 3` H X 4` W Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 2 gal 79 2`H x 8`W PLANT SCHEDULE These documents are the property of Stack Rock Group and are not to be copied, reproduced, distributed, either directly or indirectly, used for another project or any purpose whatsoever without express and written permission of Stack Rock Group.JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER JB JB/KS/MW 12.21.2020 19-1288 D e s c r i p t i o nDATEMRK REVISIONSG:\Shared drives\Stack Rock Group\Work\2019\01-Projects\19-1288 Overland RV Park\03-CAD\3.01-City Submittals\19-1288 l100 ar landscape plan.dwgPRECISION STORAGEOVERLAND RD, MERIDIAN, IDAHO1 ABCDEFGH2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CITY REVIEW SETWILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: WILL@STACKROCKGROUP.COM www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DE LIVE RAB LE S THA T RE MA IN A T A L L TI M E S PR OP E R T Y O F S T A C K R O C K G R O U P , I N C . REPRODUCTION OR REUSE OF T H I S P R O D U C T C O N T A I N E D H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N C O N S E N T O F S T A C K R O C K G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 12.21.20 NORTH LANDSCAPE PLAN L101 0 SCALE: feet204060 1" = 20' XXX IF SITE PERMITS, REPLACE WITH TREES FROM APPROVED SELECTION LIST, CANOPIES TO TOUCH AT MATURITY TOUCH AT MATURITY 6' CLOSED VISION FENCE AROUND PERIMETERS, VINYL OR APPROVED OTHER 25'-0"' 25'-0"' TRASH ENCLOSURE GRAVEL- 3/8" CHIP OR APPROVED OTHER BUILDING LAWN - Sodded tall turf-type fescue or approved other Existing Trash Tree to be removed, Arborist shall Verify Tree Mitigation Existing Tree to remain protect & preserve, typ RTF LAWN- (Rhizomatous Tall Fescue) Seeded or approved other TREES BOTANICAL / COMMON NAME CONT CAL SIZE QT Y REMARKS Acer platanoides `Parkway` / Parkway Maple B&B 2"6 45` H x 25` W CLASS II Fraxinus pennsylvanica `Cimarron` / Green Ash B & B 2"4 50` H x 30` W CLASS II Gleditsia triacanthos inermis `Sunburst` / Sunburst Common Honeylocust B & B 2"Cal 2 40` H & 40` W, CLASS II Picea pungens / Colorado Spruce B & B 6`-7` H 7 50` H x 20` W EVERGREEN Pinus flexilis `Vanderwolf`s Pyramid` / Vanderwolf`s Pyramid Pine B & B 6`-7` H 13 25`H x 15`W EVERGREEN Quercus rubra / Red Oak B & B 2"Cal 8 65` H X 60` W, CLASS III Tilia cordata `Greenspire` / Greenspire Littleleaf Linden B & B 2"Cal 1 40`H x 40`W, CLASS II SHRUBS BOTANICAL / COMMON NAME CONT FIEL D2 SIZE QT Y REMARKS Arctostaphylos uva-ursi `Massachusetts` / `Massachusetts` Kinnikinnick 1 gal 35 6" H X 4.5`-5` W Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 2 gal 48 3` H x 3` W Hydrangea paniculata `Little Quick Fire` / Little Quick Fire Hydrangea 2 gal 10 4`H X 4` W Juniperus horizontalis `Blue Rug` / Blue Rug Juniper 7 gal 71 6"h X 8`W Mahonia repens / Creeping Mahonia 5 gal 41 3` H X 4` W Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 2 gal 79 2`H x 8`W PLANT SCHEDULE EXISTING TREES TO REMAIN IF SITE PERMITS, REPLACE WITH TREES FROM APPROVED SELECTION LIST, CANOPIES TO TOUCH AT MATURITY WALKWAY 26'-6116"'BUILDING These documents are the property of Stack Rock Group and are not to be copied, reproduced, distributed, either directly or indirectly, used for another project or any purpose whatsoever without express and written permission of Stack Rock Group.JOB NO: DATE: DRAWN BY: CHECKED BY: # DRAWING TITLE SHEET NUMBER JB JB/KS/MW 12.21.2020 19-1288 D e s c r i p t i o nDATEMRK REVISIONSG:\Shared drives\Stack Rock Group\Work\2019\01-Projects\19-1288 Overland RV Park\03-CAD\3.01-City Submittals\19-1288 l100 ar landscape plan.dwgPRECISION STORAGEOVERLAND RD, MERIDIAN, IDAHO1 ABCDEFGH2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 STACK ROCK GROUP - CITY REVIEW SETWILLET C HOWARD, PLA OFFICE: (208) 345.0500 EMAIL: WILL@STACKROCKGROUP.COM www.STACKROCKGROUP.COM THE GRAPHICS AND DESIGNS O N T H I S S H E E T A R E DE LIVE RAB LE S THA T RE MA IN A T A L L TI M E S PR OP E R T Y O F S T A C K R O C K G R O U P , I N C . REPRODUCTION OR REUSE OF T H I S P R O D U C T C O N T A I N E D H E R E I N I S P R O H I B I T E D W I T H O U T T H E W R I T T E N C O N S E N T O F S T A C K R O C K G R O U P , I N C . ©2020 STACK ROCK GROUP, INC. LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com PRELIMINARY NOT FOR CONSTRUCTION 12.21.20 NORTH LANDSCAPE PLAN L102 0 SCALE: feet204060 1" = 20'NORTH 0 SCALE: feet204060 1" = 20' 123456789101124'-0"24'-0"11112233344444445555778891011FABCDE24'-0"126'-0" 16'-0"11122344555610111KEY NOTES2LOW-E GLASS WINDOW SYSTEMALLURA FIBER CEMENT SIDING, PAINTED WITHACCENT COLOR GOLD3ALLURA FIBER CEMENT SIDING, PAINTED WITHDARK GRAY / CHARCOAL COLOR4METAL PANELS W/ STUCCO FINISH BEIGE COLOR5METAL PANELS W/ STUCCO FINISH PAINTED WITHDARK GRAY COLOR6INSULATED OVERHEAD DOOR W/ GLASS PANES7PAINTED STEEL CANOPY, WITH TENSION CABLES8PAINTED INSULATED HOLLOW METAL MAN DOOR911PAINTED LOUVEREXTERIOR GRADE10REVEAL LINES IN METAL PANELS, TYP. ASSHOWNA-3.0ELEVATIONS EAST ELEVATIONSCALE: 332" = 1'-0"NORTH ELEVATIONSCALE: 332" = 1'-0"SHEET NUMBERJOB NO:DATE:DRAWN BY:201202-25-20GWPRECISION STORAGE 1345 W. OVERLAND RD. MERIDIAN, IDAHO 83642COPYRIGHT 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 ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Dec 22, 2020 - 5:47 pmNEW STORAGE FACILITY FOR:ADP ARCHITECTS 1 ISSUE FOR CofZ COMPLIANCE & DR 12/22/20 FABCDE1214"16'-0"26'-0" 24'-0"11122344555810111234567891011DSDSDSDSDSDSDS = DOWNSPOUTS16'-0"24'-0" 16'-0" 20'-0"1111223334444444555577910111KEY NOTES2LOW-E GLASS WINDOW SYSTEMALLURA FIBER CEMENT SIDING, PAINTED WITHACCENT COLOR GOLD3ALLURA FIBER CEMENT SIDING, PAINTED WITHDARK GRAY / CHARCOAL COLOR4METAL PANELS W/ STUCCO FINISH BEIGE COLOR5METAL PANELS W/ STUCCO FINISH PAINTED WITHDARK GRAY COLOR6INSULATED OVERHEAD DOOR W/ GLASS PANES7PAINTED STEEL CANOPY, WITH TENSION CABLES8PAINTED INSULATED HOLLOW METAL MAN DOOR911PAINTED LOUVEREXTERIOR GRADE10REVEAL LINES IN METAL PANELS, TYP. ASSHOWNA-3.1ELEVATIONS WEST ELEVATIONSCALE: 332" = 1'-0"SOUTH ELEVATIONSCALE: 332" = 1'-0"SHEET NUMBERJOB NO:DATE:DRAWN BY:201202-25-20GWPRECISION STORAGE 1345 W. OVERLAND RD. MERIDIAN, IDAHO 83642COPYRIGHT 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 ARCHITECTDESIGNS PLUS, P.A.ARCHITECTURE Dec 22, 2020 - 5:48 pmNEW STORAGE FACILITY FOR:ADP ARCHITECTS 1 ISSUE FOR CofZ COMPLIANCE & DR 12/22/20 K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K MM KK K K K KK B B B BBBBBBBBBB B B B B B B B B B YYYYY MM K M K M M G K K K K K K K K K K M M M M M M M M M M F F COORDINATE LATERAL 3I3E ROUTES SLEEVES :ITH GENERAL ON SITE F F LOCATE LATERALS AND MAIN LINE IN COMMON TRENCH BEHIND CURB TY3 LOCATE LATERALS AND MAIN LINE IN COMMON TRENCH BEHIND CURB TY3 L L L L SYMBOL MANUFACTURERMODELDESCRI3TION 4TY DETAIL HuQter M3 StriS 3ROS3RSCV TurI Rotator SoSuS witK IaFtor\ iQVtalleG FKeFN valve SreVVure reJulateG to SVi M3 Rotator Qozzle oQ 3RS boG\ LST Ivor\ leIt VtriS SST BrowQ ViGe VtriS RST CoSSer riJKt VtriS L HuQter M3 3ROS3RSCV TurI Rotator SoSuS witK FKeFN valve SreVVure reJulateG to SVi M3 Rotator Qozzle oQ 3RS boG\ M MarooQ aGM arF to L LiJKt Blue to arF O Olive arF L HuQter M3 3ROS3RSCV TurI Rotator SoSuS witK IaFtor\ iQVtalleG FKeFN valve SreVVure reJulateG to SVi M3 Rotator Qozzle oQ 3RS boG\ K BlaFN aGM arF G GreeQ aGM arF R ReG arF L HuQter M3 3ROS3RSCV TurI Rotator SoSuS witK IaFtor\ iQVtalleG FKeFN valve SreVVure reJulateG to SVi M3 Rotator Qozzle oQ 3RS boG\ B Blue aGM arF Y Yellow aGM arF A Gra\ arF L SYMBOL MANUFACTURERMODELDESCRI3TION 4TY DETAIL HuQter IC= DriS CoQtrol =oQe Kit ICV Globe Valve witK HY Iilter V\Vtem 3reVVure ReJulatioQ SVi Flow RaQJe G3M to G3M meVK VtaiQleVV Vteel VFreeQ L AFVB HuQter FluVK Valve HuQter automatiF IluVK valve witK mm barb FoQQeFtioQ L Area to ReFeive DriSliQe HuQter HDLCV HDLCV HuQter DriSliQe w G3H emitterV at OC CKeFN valve GarN browQ tubiQJ witK Jra\ VtriSiQJ DriSliQe lateralV VSaFeG at aSart witK emitterV oIIVet Ior triaQJular SatterQ IQVtall witK HuQter 3LD barbeG or 3LDLOC IittiQJV lIL SYMBOL MANUFACTURERMODELDESCRI3TION 4TY DETAIL HuQter 3GVA 3laVtiF EleFtriF Remote CoQtrol Valve Ior ReViGeQtialLiJKt CommerFial UVe Female N3T IQletOutlet AQJle CoQIiJuratioQ No Flow CoQtrol L MatFoNorFa TM BraVV No KiQN HoVe Bibb MI3 FittiQJ Same Vize aV maiQliQe SiSe L =urQ ReGuFeG 3reVVure 3riQFiSle AVVembl\ SizeV L HuQter ICM StatioQ OutGoor MoGular CoQtroller :itK tKree ICM MoGule CommerFial UVe Metal CabiQet L HuQter :SS :ireleVV Solar raiQ Ireeze VeQVor witK outGoor iQterIaFe FoQQeFtV to HuQter 3CC 3roC aQG ICore CoQtrollerV iQVtall aV QoteG IQFluGeV \ear litKium batter\ aQG rubber moGule Fover aQG Jutter mouQt braFNet L VIT 3roGuFtV SBBCCR Low SroIile tube aQG wire FoQVtruFtioQ VmootK touFK VurIaFe FolG rolleG Vteel baFNIlow eQFloVure L H : Fm L Fm H Fm : L 3oiQt oI CoQQeFtioQ VeriI\ witK FoQtraFtor oQ Vite Ior 3OC Vize loFatioQ aQG Ior e[iVtiQJ eTuiSmeQt oQ Vite L IrriJatioQ Lateral LiQe 3VC ClaVV SDR lIL IrriJatioQ MaiQliQe 3VC ClaVV SDR lIL 3iSe Sleeve 3VC ClaVV SDR lIL LST RST SST M L O K G R B Y A F HB BF C :SS BE 3OC # # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE These documents are the property of Stack Rock Group and are not to be copied, reproduced, distributed, either directly or indirectly, used for another project or any purpose whatsoever without express and written permission of Stack Rock Group.-OB NO DATE DRA:N BY CHECKED BY # DRA:ING TITLE SHEET NUMBER -B -BKSM: D e V F r i S t i o QDATEMRK REVISIONSG:\Shared drives\Stack Rock Group\Work\2019\01-Projects\19-1288 Overland RV Park\03-CAD\3.01-City Submittals\19-1288 L200 AR Irrigation Plan.dwg3RECISION STORAGEOVERLAND RD MERIDIAN IDAHOABCDEFGH STACK ROCK GROU3 CITY REVIE: SET:ILLET C HO:ARD 3LA OFFICE EMAIL :ILL#STACKROCKGROU3COM wwwSTACKROCKGROU3COM THE GRA3HICS AND DESIGNS O N T H I S S H E E T A R E DE LIVE RAB LE S THA T RE MA IN A T A L L TI M E S 3R O3 E R T Y O F S T A C K R O C K G R O U 3 I N C RE3RODUCTION OR REUSE OF T H I S 3 R O D U C T C O N T A I N E D H E R E I N I S 3 R O H I B I T E D :I T H O U T T H E :R I T T E N C O N S E N T O F S T A C K R O C K G R O U 3 I N C STACK ROCK GROU3 INC LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com 3RELIMINARY NOT FOR CONSTRUCTION LA-16733 DRAW OHCTELLIW *OH ADIFOETATS *LICENS E D LANDS C A P E ARCHITECTNORTH IRRIGATION 3LAN L SCALE Ieet :ALL MOUNT CONTROLLER RCV :IRES DIAMETER RIGID STEEL CONDUIT FOR BELO: GRADE USE 3VC SCH TO :ALL INSTALL BACKU3 BATTERIES AS RE4UIRED GROUND AS 3ER MFG S3ECIFICATIONS DIAMETER RIGID STEEL CONDUIT FOR VAC ELECTRICAL SOURCE INSTALL AS SET CONTROLLER ABOVE FINISHED GRADE UNLESS OTHER:ISE NOTED CONTROLLER AS S3ECIFIED SECURELY BOLT CONTROLLER CODES FINISHED GRADE LONG S:EE3 ELL 3ER LOCAL ELECTRICAL F;IRF;CONT U3 TO A:AY MODEL :IRELESS SOLAR SYNC SENSOR MOUNT U3 TO FROM RECEIVER SUITABLE 3OST 3OLE OR GUTTER MOUNT MOUNT IN LOCATION :HERE SENSOR CAN RECEIVE FULL SUN IS O3EN TO RAINFALL AND OUT OF S3RINKLER S3RAY 3ATTERN :IRELESS SOLAR SYNC RECEIVER MOUNTED ON THE :ALL NE;T TO THE CONTROLLER MODEL SOLAR SYNC MODULE MOUNT LESS THAN A:AY FROM CONTROLLER CONTROLLER 3ER 3LAN VALVE CONTROL :IRE CONDUIT 3O:ER SOURCE :IRELESS SOLAR SYNC SYSTEM XXX K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K 3OC G B K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K BF BE HB F COORDINATE LATERAL 3I3E ROUTES SLEEVES :ITH GENERAL ON SITE COORDINATE E;ACT 3OC LOCATION AND SI=E :ITH GENERAL ON SITE IF E;ISTING E4UI3MENT DOES NOT MEET OR E;CEED STANDARDS THEN CONTRACTOR IS TO USE E4UI3MENT INDICATED ON THESE 3LANS F F F F F L L L L LL LL :SS C LOCATE CONTROLLER ON BUILDING E;TERIOR VERIFY E;ACT LOCATION :ITH GENERAL ON SITE K K KK K K K K KK K K K K K K K K K K K K K K K K K K K K K K K K K K GL K K M M MK K O G B K K K K K K K K K K K K K K K K K K K K COORDINATE LATERAL 3I3E ROUTES SLEEVES :ITH GENERAL ON SITE F LL LL :SS C LOCATE CONTROLLER ON BUILDING E;TERIOR VERIFY E;ACT LOCATION :ITH GENERAL ON SITE K K K K VALVE SCHEDULE NUMBER MODEL SI=E TY3E G3M :IRE 3SI 3SI # 3OC 3RECI3 HuQter 3GVA TurI Rotar\ iQK HuQter IC=Area Ior DriSliQe iQK HuQter 3GVA TurI Rotar\ iQK HuQter IC=Area Ior DriSliQe iQK HuQter 3GVA TurI Rotar\ iQK HuQter IC=Area Ior DriSliQe iQK HuQter IC=Area Ior DriSliQe iQK HuQter 3GVA TurI Rotar\ iQK HuQter 3GVA TurI Rotar\ iQK HuQter 3GVA TurI Rotar\ iQK HuQter IC=Area Ior DriSliQe iQK HuQter 3GVA TurI Rotar\ iQK HuQter IC=Area Ior DriSliQe iQK HuQter 3GVA TurI Rotar\ iQK HuQter IC=Area Ior DriSliQe iQK HuQter 3GVA TurI Rotar\ iQK HuQter IC=Area Ior DriSliQe iQK HuQter 3GVA TurI Rotar\ iQK HuQter 3GVA TurI Rotar\ iQK HuQter IC=Area Ior DriSliQe iQK HuQter IC=Area Ior DriSliQe iQK HuQter 3GVA TurI Rotar\ iQK HuQter 3GVA TurI Rotar\ iQK HuQter 3GVA TurI Rotar\ iQK HuQter 3GVA TurI Rotar\ iQK CommoQ :ire SYMBOL MANUFACTURERMODELDESCRI3TION 4TY DETAIL HuQter M3 StriS 3ROS3RSCV TurI Rotator SoSuS witK IaFtor\ iQVtalleG FKeFN valve SreVVure reJulateG to SVi M3 Rotator Qozzle oQ 3RS boG\ LST Ivor\ leIt VtriS SST BrowQ ViGe VtriS RST CoSSer riJKt VtriS L HuQter M3 3ROS3RSCV TurI Rotator SoSuS witK FKeFN valve SreVVure reJulateG to SVi M3 Rotator Qozzle oQ 3RS boG\ M MarooQ aGM arF to L LiJKt Blue to arF O Olive arF L HuQter M3 3ROS3RSCV TurI Rotator SoSuS witK IaFtor\ iQVtalleG FKeFN valve SreVVure reJulateG to SVi M3 Rotator Qozzle oQ 3RS boG\ K BlaFN aGM arF G GreeQ aGM arF R ReG arF L HuQter M3 3ROS3RSCV TurI Rotator SoSuS witK IaFtor\ iQVtalleG FKeFN valve SreVVure reJulateG to SVi M3 Rotator Qozzle oQ 3RS boG\ B Blue aGM arF Y Yellow aGM arF A Gra\ arF L SYMBOL MANUFACTURERMODELDESCRI3TION 4TY DETAIL HuQter IC= DriS CoQtrol =oQe Kit ICV Globe Valve witK HY Iilter V\Vtem 3reVVure ReJulatioQ SVi Flow RaQJe G3M to G3M meVK VtaiQleVV Vteel VFreeQ L AFVB HuQter FluVK Valve HuQter automatiF IluVK valve witK mm barb FoQQeFtioQ L Area to ReFeive DriSliQe HuQter HDLCV HDLCV HuQter DriSliQe w G3H emitterV at OC CKeFN valve GarN browQ tubiQJ witK Jra\ VtriSiQJ DriSliQe lateralV VSaFeG at aSart witK emitterV oIIVet Ior triaQJular SatterQ IQVtall witK HuQter 3LD barbeG or 3LDLOC IittiQJV lIL SYMBOL MANUFACTURERMODELDESCRI3TION 4TY DETAIL HuQter 3GVA 3laVtiF EleFtriF Remote CoQtrol Valve Ior ReViGeQtialLiJKt CommerFial UVe Female N3T IQletOutlet AQJle CoQIiJuratioQ No Flow CoQtrol L MatFoNorFa TM BraVV No KiQN HoVe Bibb MI3 FittiQJ Same Vize aV maiQliQe SiSe L =urQ ReGuFeG 3reVVure 3riQFiSle AVVembl\ SizeV L HuQter ICM StatioQ OutGoor MoGular CoQtroller :itK tKree ICM MoGule CommerFial UVe Metal CabiQet L HuQter :SS :ireleVV Solar raiQ Ireeze VeQVor witK outGoor iQterIaFe FoQQeFtV to HuQter 3CC 3roC aQG ICore CoQtrollerV iQVtall aV QoteG IQFluGeV \ear litKium batter\ aQG rubber moGule Fover aQG Jutter mouQt braFNet L VIT 3roGuFtV SBBCCR Low SroIile tube aQG wire FoQVtruFtioQ VmootK touFK VurIaFe FolG rolleG Vteel baFNIlow eQFloVure L H : Fm L Fm H Fm : L 3oiQt oI CoQQeFtioQ VeriI\ witK FoQtraFtor oQ Vite Ior 3OC Vize loFatioQ aQG Ior e[iVtiQJ eTuiSmeQt oQ Vite L IrriJatioQ Lateral LiQe 3VC ClaVV SDR lIL IrriJatioQ MaiQliQe 3VC ClaVV SDR lIL 3iSe Sleeve 3VC ClaVV SDR lIL LST RST SST M L O K G R B Y A F HB BF C :SS BE 3OC # # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE GeQerateG 3OC NUMBER :ater SourFe IQIormatioQVeriI\ witK FoQtraFtor oQ Vite Ior 3OC Vize loFatioQ aQG Ior e[iVtiQJ eTuiSmeQt oQ Vite FLO: AVAILABLE 3oiQt oI CoQQeFtioQ Size Flow Available JSm 3RESSURE AVAILABLE StatiF 3reVVure at 3OC SVi 3reVVure Available SVi DESIGN ANALYSIS Ma[imum StatioQ Flow JSm Flow Available at 3OC JSm ReViGual Flow Available JSm CritiFal StatioQ DeViJQ 3reVVure SVi FriFtioQ LoVV SVi FittiQJV LoVV SVi ElevatioQ LoVV SVi LoVV tKrouJK Valve SVi 3reVVure ReT at CritiFal StatioQ SVi LoVV Ior FittiQJV SVi LoVV Ior MaiQ LiQe SVi LoVV Ior 3OC to Valve ElevatioQ SVi LoVV Ior BaFNIlow SVi CritiFal StatioQ 3reVVure at 3OC SVi 3reVVure Available SVi ReViGual 3reVVure Available SVi CRITICAL ANALYSIS These documents are the property of Stack Rock Group and are not to be copied, reproduced, distributed, either directly or indirectly, used for another project or any purpose whatsoever without express and written permission of Stack Rock Group.-OB NO DATE DRA:N BY CHECKED BY # DRA:ING TITLE SHEET NUMBER -B -BKSM: D e V F r i S t i o QDATEMRK REVISIONSG:\Shared drives\Stack Rock Group\Work\2019\01-Projects\19-1288 Overland RV Park\03-CAD\3.01-City Submittals\19-1288 L200 AR Irrigation Plan.dwg3RECISION STORAGEOVERLAND RD MERIDIAN IDAHOABCDEFGH STACK ROCK GROU3 CITY REVIE: SET:ILLET C HO:ARD 3LA OFFICE EMAIL :ILL#STACKROCKGROU3COM wwwSTACKROCKGROU3COM THE GRA3HICS AND DESIGNS O N T H I S S H E E T A R E DE LIVE RAB LE S THA T RE MA IN A T A L L TI M E S 3R O3 E R T Y O F S T A C K R O C K G R O U 3 I N C RE3RODUCTION OR REUSE OF T H I S 3 R O D U C T C O N T A I N E D H E R E I N I S 3 R O H I B I T E D :I T H O U T T H E :R I T T E N C O N S E N T O F S T A C K R O C K G R O U 3 I N C STACK ROCK GROU3 INC LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com 3RELIMINARY NOT FOR CONSTRUCTION LA-16733 DRAW OHCTELLIW *OH ADIFOETATS *LICENS E D LANDS C A P E ARCHITECTNORTH IRRIGATION 3LAN L SCALE Ieet These documents are the property of Stack Rock Group and are not to be copied, reproduced, distributed, either directly or indirectly, used for another project or any purpose whatsoever without express and written permission of Stack Rock Group.-OB NO DATE DRA:N BY CHECKED BY # DRA:ING TITLE SHEET NUMBER -B -BKSM: D e V F r i S t i o QDATEMRK REVISIONSG:\Shared drives\Stack Rock Group\Work\2019\01-Projects\19-1288 Overland RV Park\03-CAD\3.01-City Submittals\19-1288 L200 AR Irrigation Plan.dwg3RECISION STORAGEOVERLAND RD MERIDIAN IDAHOABCDEFGH STACK ROCK GROU3 CITY REVIE: SET:ILLET C HO:ARD 3LA OFFICE EMAIL :ILL#STACKROCKGROU3COM wwwSTACKROCKGROU3COM THE GRA3HICS AND DESIGNS O N T H I S S H E E T A R E DE LIVE RAB LE S THA T RE MA IN A T A L L TI M E S 3R O3 E R T Y O F S T A C K R O C K G R O U 3 I N C RE3RODUCTION OR REUSE OF T H I S 3 R O D U C T C O N T A I N E D H E R E I N I S 3 R O H I B I T E D :I T H O U T T H E :R I T T E N C O N S E N T O F S T A C K R O C K G R O U 3 I N C STACK ROCK GROU3 INC LANDSCAPE ARCHITECTURE & MASTER PLANNING (208) 345-0500 404 S 8th St. #154 Boise, ID 83702 StackRockGroup.com 3RELIMINARY NOT FOR CONSTRUCTION LA-16733 DRAW OHCTELLIW *OH ADIFOETATS *LICENS E D LANDS C A P E ARCHITECTIRRIGATION DETAILS L TRENCH SECTION DETAIL MAINLINE TA3E CONTROLLER :IRE TO MAINLINE # oF OF SAND OR FINE SOIL ALL AROUND 3I3ES ROCK FREE BACKFILL LATERAL LINE FINISH GRADE NOTE GLUE ALL 3I3E FITTINGS 3ER MANUFACTURE RE4UIREMENTS DE3TH AS 3ER S3ECIFICATIONS:IDTH VARIES MINFINISH GRADE NATIVE SOIL BACKFILL COM3ACT TO COM3ACTION 3VC MAIN LINE BACKFILL :ITH CLEAN FILL MECHANICALLY COM3ACT TO COM3ACTION ALLO: HOURS TO SETTLE AND COM3ACT :ITH NATIVE SOIL MIN BEDDING MIN MIN SLEEVE AT ROAD NOTE SLEEVES MUST BE ; THE 3I3E SI=E 3OINT OF CONNECTION BUCKNER BRASS ANGLE VALVE SI=E 3ER IRRIGATION 3LAN LONG BRASS NI33LE BRASS REDUCING TEE 3LACED ON IT S SIDE :ITH BRASS CROSS HANDLE GATE VALVE THREADED SCH NI33 TO E;TEND OUT OF 3I3E A MINIMUM OF SOLVENT :ELD SCH DEG ELL TO BACKFLO: DEVICE :ATER SERVICE LINE 3ROVIDED BY OTHERS VERIFY SI=E ON SITE STAINLESS STEEL HOSE CLAM3S VERIFY SI=E BASED ON :ATER LINE DIMENSION ALTERNATE DIRECTION OF CLAM3 ON EACH SIDE OF TEE ; MASONRY BRICK OVER COM3ACTED BASE TOTAL BRASS INSERT TEE U3 TO IN SI=E LARGER SI=ES MAY UTILI=E DIFFERENT FITTINGS ROUND RIGID 3LASTIC VALVE BO; 3VC 3I3E 3SI MIN E;TEND BELO: :ATER LINE MIN FINISH GRADE COM3ACTED BACKFILL TO 3ROCTOR :ATER SETTLE AND LET SIT FOR HOURS BEFORE RESTORING COM3ACTED SUBGRADE NOTES CONTRACTOR IS RES3ONSIBLE FOR ALL 3ERMITS INS3ECTIONS AND FEES NOTCH 3VC MIN LARGER THAN ALL 3I3ES ENTERING AND LEAVING SLEEVE AT NO TIME SHALL 3I3E TOUCH :ATERLINE OR SERVICE LINE TO BACKFLO: DE3TH CRUSHED :ASHED GRAVEL BELO: ALL FITTINGS COVER SI=E R3 BACKFLO: : ENCLOSURE REDUCED 3RESSURE BACKFLO: DEVICE AS S3ECIFIED BACKFLO: COVER AS S3ECIFIED GALVANI=ED NI33LES AND ELL AS RE4UIRED GALVANI=ED UNIONS AT EACH SIDE GALVANI=ED RISERS THICK MIN CONCRETE 3AD GALVANI=ED ELL AND NI33LE TY3ICAL 3VC COU3LER OR REDUCER AS RE4 TY3 MAIN LINE SI=E AS 3ER 3LANSCONCRETE THRUST BLOCKS LBS OF CONCRETE EACH SERVICE SIDE LENGTH AND :IDTHHEIGHT AS3ER LOCALCODE :INTERI=ATION 3ORT BACKFLO: 3REVENTER :ATER SERVICE INLET 3I3ING FINISH GRADE ANCHOR ROD TY3ICAL SIDE VIE: 3ADLOCK COVERED E;3ANDED METAL ENCLOSURE SINGLE 3IECE BACKFLO: CAGE BCCR BCCR E;3ANDED METAL BACKFLO: COVER 3OURED CONCRETE BASE MIN THICKNESS E;TEND BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE :ATER SERVICE OUTLET 3I3ING NO KINK HOSE BIB VALVE IN BO; 3VC MALE ADA3TER GALVANI=ED RISER AND ELBO: HOSE BIB INLET SI=E MAIN LINE LB CONCRETE TOR4UE :IRE CLOTH GO3HER SCREEN :RA3 U3 SIDES FOUR COMMON BRICKS AS SU33ORT UNDER BO; BLOCK DIAMETER VALVE BO; FINISHED GRADE NO KINK HOSE BIB AS S3ECIFIED FLUSH TO GRADE AT TURF ABOVE GRADE AT SHRUBS CLR 3GV ANGLE VALVE COILED :IRE :ATER3ROOF CONNECTORS REMOTE CONTROL VALVE MODEL 3GVA FINISHED GRADE STANDARD VALVE BO; SCH TOE NI33LE BRICK SU33ORTS MINUS :ASHED GRAVEL MAIN LINE 3I3E FITTINGS TURF S3RAY FLE; ASSEMBLY 3OLYETHYLENE FLE;IBLE TUBING LENGTH AS RE4UIRED LONG MA; LATERAL LINE 3VC TEE S;S;T OR ELL MARLE; STREET ELL BARB ELL ; MI3T MARLE; STREET ELL TURF 3O3 U3 HEAD TO CURB OR :ALK MINIMUM BELO: GRADE HUNTER IC= DRI3 CONTROL =ONE DRI3 =ONE KIT MODEL IC= :ITH FILTER TI3 DEGREES REGULATOR OR 3SI FINISHED GRADE -UMBO VALVE BO; :ATER3ROOF CONNECTORS COILED :IRE SCH TOE NI33LE MAIN LINE 3I3E FITTINGS BRICK SU33ORTS MINUS :ASHED GRAVEL HUNTER FLUSH VALVE AUTO FINISH GRADE ROUND VALVE BO; HUNTER 3LD OR F3T ADA3TER LINE FLUSHING VALVE LATERAL OR HEADER BRICK SU33ORTS SEE S3ECS GRAVEL SUM3 F;IRHUNTDRE4 HUNTER DRI3LINE 3LANTING BED NTS LEGEND HUNTER DRI3LINE HDL 3ER 3LAN ECOINDICATOR ON S:ING ARM 3DL OR 3DLLOC FITTINGS TY3 AIR RELIEF VALVE IN VALVE BO; HDL TUBING E;HAUST HEADER FLUSH 3OINT 3LDBV IN SUBTERRANEAN BO; 3ER 3LAN HDL TUBING SU33LY HEADER DRI3 CONTROL =ONE KIT 3ER 3LAN NOTES AIR RELIEF VALVE 3LDAVR INSTALLED INSTALLED IN VLAVE BO; AT O3TIMAL HIGHEST 3OINT FROM CONTROL =ONE KIT MULTI3LE AIR RELIEF VALVES MAY BE NEEDED TO ACCOMMODATE DIFFERENCES IN GRADE ECOINDICATOR TO BE INSTALLED AT O3TIMAL FURTHEST 3OINT FROM CONTROL =ONE KIT IN CLEAR VIE: :HEN 3O33ED U3 FLUSH 3OINT TO BE INSTALLED AT O3TIMAL FURTHEST 3OINT FROM CONTROL =ONE KIT TO ALLO: FOR MA;IMUM DEBRIS FLUSH IN SYSTEM AS S3ECIFIED AS S3ECIFIED Drawn By: Date: Project Name:Ethan Griffiths 3/31/2020 Client: Alloway Electric Precision RV Storage Rev 2 (Add Street Light)20'-0""/161525'-0BUILDING 0.1 0.1 0.4 0.2 2.2 0.8 0.2 0.3 1.4 9.3 1.3 0.3 0.3 0.3 0.3 1.2 6.9 5.9 1.1 0.4 0.4 0.4 0.4 0.4 0.7 0.7 1.1 0.6 0.7 0.7 0.6 0.5 0.5 0.5 0.9 0.5 0.7 0.4 1.0 1.0 0.8 0.6 0.6 0.7 1.9 4.0 2.9 0.8 1.6 1.4 1.0 0.8 0.7 0.9 2.4 24.1 6.8 1.0 1.6 1.3 1.2 1.0 0.8 0.8 1.5 4.8 3.1 0.8 1.4 1.2 1.3 1.2 0.9 0.8 0.8 0.8 0.7 0.3 1.5 1.2 1.4 1.2 1.0 0.8 0.6 0.5 0.9 2.4 3.3 1.5 0.5 0.2 0.1 1.5 1.2 1.3 1.2 1.0 0.8 0.6 0.4 0.5 0.6 0.7 0.4 0.2 0.1 0.1 1.7 1.4 1.2 1.0 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 1.6 1.4 1.1 0.9 0.8 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 1.1 1.2 1.0 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.8 0.9 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.7 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.8 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.9 1.1 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.9 0.9 0.8 1.3 1.5 1.3 1.0 0.9 0.8 0.7 0.7 0.7 0.8 0.8 0.9 1.2 1.4 1.6 1.8 1.3 1.1 1.0 0.9 0.8 0.7 0.8 0.8 0.9 1.1 1.3 1.7 1.3 1.3 1.3 1.1 1.0 0.8 0.7 0.8 1.0 1.1 1.3 1.2 1.3 1.4 1.2 1.4 1.2 1.0 0.8 0.8 0.8 1.0 1.4 1.2 1.4 1.4 1.3 1.4 1.2 1.0 0.9 0.8 0.9 1.0 1.2 1.4 1.2 1.4 1.4 1.3 1.3 1.1 1.0 0.8 0.8 0.8 1.0 1.1 1.3 1.3 1.4 1.8 1.3 1.1 0.9 0.9 0.8 0.8 0.8 0.9 0.9 1.1 1.3 1.8 1.3 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.9 0.9 1.0 1.2 1.3 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 0.8 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 1.0 1.0 0.9 0.9 0.9 0.8 0.8 0.8 0.9 0.9 0.9 1.0 0.9 1.3 1.2 1.0 0.9 0.9 0.9 0.8 0.9 0.9 0.9 1.0 1.2 1.2 1.7 1.4 1.1 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.2 1.5 1.7 1.6 1.3 1.3 1.1 1.0 0.9 0.9 0.9 1.0 1.1 1.3 1.4 1.7 1.4 1.3 1.4 1.2 1.1 0.9 0.9 1.0 1.1 1.3 1.4 1.3 1.5 1.5 1.3 1.5 1.3 1.1 0.9 0.9 1.0 1.1 1.3 1.5 1.3 1.6 1.4 1.3 1.4 1.2 1.1 0.9 0.9 1.0 1.1 1.2 1.4 1.3 1.5 1.7 1.4 1.2 1.1 1.0 0.9 0.9 0.9 1.0 1.1 1.3 1.4 1.8 1.6 1.3 1.1 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.4 1.6 1.2 1.1 1.0 0.9 0.9 0.9 0.8 0.9 0.9 0.9 1.0 1.1 1.1 0.9 1.0 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 1.1 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 1.5 1.3 1.1 1.0 1.0 0.9 0.9 0.9 0.9 1.0 1.2 1.3 1.1 1.9 1.5 1.2 1.1 1.0 1.0 0.9 1.0 1.0 1.1 1.3 1.7 1.5 1.6 1.5 1.5 1.3 1.1 1.0 1.0 1.0 1.1 1.2 1.3 1.6 1.5 1.7 1.6 1.7 1.5 1.2 1.0 1.0 1.1 1.2 1.4 1.3 1.4 1.6 1.9 1.8 1.9 1.6 1.3 1.1 1.0 1.1 1.3 1.5 1.2 1.4 1.5 2.3 2.3 2.3 1.9 1.5 1.1 1.0 1.1 1.1 1.3 1.3 1.3 3.2 3.3 3.4 3.3 2.4 1.6 1.1 1.0 1.0 1.0 1.2 1.3 1.7 0.1 0.1 0.1 0.2 0.2 0.4 1.0 2.7 5.2 3.7 2.7 3.0 4.9 5.5 2.7 1.4 1.0 0.9 0.9 0.9 1.0 1.3 1.5 0.2 0.2 0.3 0.2 0.2 0.3 0.8 4.0 14.9 5.3 2.0 2.4 8.2 13.2 3.1 1.2 0.8 0.9 0.9 0.9 0.9 1.1 1.1 0.3 0.4 0.6 0.5 0.3 0.9 1.1 1.1 0.9 0.9 0.8 0.4 0.8 1.3 1.3 1.3 1.7 1.6 1.5 1.1 0.8 0.7 0.5 1.1 2.1 3.8 7.6 6.4 3.4 1.9 1.2 0.8 0.5 0.6 1.1 2.3 4.9 13.1 9.6 4.0 2.0 1.0 0.7 0.5 0.6 1.0 1.7 2.1 2.5 2.6 2.1 1.6 0.9 0.6 0.4 0.5 0.8 1.0 0.9 0.7 0.8 1.1 1.0 0.7 0.5 0.4 0.5 0.7 1.0 0.9 0.6 0.8 1.0 1.0 0.7 0.5 0.3 0.6 1.0 1.6 1.8 2.1 2.1 1.8 1.4 0.8 0.5 0.3 0.6 1.1 2.3 4.7 11.5 8.3 3.7 1.8 0.9 0.5 0.3 0.6 1.1 2.2 4.2 9.2 7.4 3.5 1.8 0.9 0.5 0.3 0.5 0.9 1.4 1.6 1.6 1.8 1.6 1.3 0.8 0.5 0.3 0.4 0.7 0.9 0.7 0.5 0.6 0.8 0.8 0.6 0.4 0.3 0.5 0.7 0.9 0.7 0.5 0.6 0.8 0.8 0.6 0.4 0.3 0.5 0.9 1.5 1.6 1.7 1.8 1.6 1.3 0.8 0.5 0.3 0.6 1.1 2.2 4.4 9.9 7.5 3.6 1.8 0.9 0.5 0.3 0.6 1.1 2.3 4.5 10.8 8.1 3.7 1.8 0.9 0.5 0.3 0.5 1.0 1.5 1.7 1.9 2.0 1.7 1.3 0.8 0.5 0.3 0.5 0.7 0.9 0.8 0.6 0.7 0.9 0.9 0.6 0.4 0.3 0.5 0.7 0.9 0.8 0.5 0.6 0.9 0.8 0.6 0.4 0.3 0.5 0.9 1.5 1.7 1.8 1.9 1.7 1.3 0.8 0.4 0.3 0.6 1.1 2.2 4.4 10.3 7.7 3.5 1.7 0.9 0.5 0.3 0.5 1.1 2.2 4.4 10.3 8.0 3.6 1.7 0.8 0.5 0.3 0.5 0.8 1.4 1.6 1.8 1.9 1.6 1.2 0.7 0.4 0.2 0.3 0.5 0.7 0.6 0.4 0.5 0.7 0.6 0.4 0.3 0.2 0.2 0.3 0.2 0.2 0.2 0.7 4.1 15.8 3.9 0.9 1.3 6.8 13.7 2.3 0.5 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.9 3.1 6.6 3.2 1.3 1.6 4.4 6.1 2.2 0.7 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.4 1.1 2.1 2.9 2.3 1.6 1.7 2.6 2.9 1.9 1.0 0.5 0.4 0.3 0.3 0.2 12 Luminaire Schedule Symbol Qty Label LLF Lum. Watts Lum. Lumens Mounting Height AXCL8ARL 0.900 72 9970 10 5 AXCS4A 0.900 43.7 5520 9 7 PRV-C25-D-UNV-T4-BZ 0.900 96 13140 28 1 USSL-C02-D-U-T3-BZ 0.900 153 20050 30 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts_1 Illuminance Fc 1.33 24.1 0.1 13.30 241.00