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1 Legend Springville Site Vicinity Map (not to scale) Planning Department 110 South Main Street Phone (801) Fax (801) Community Development Director - J Fred Aegerter Public Works Department Director - Brad Stapley Phone (801) Public Safety 110 South Main Street Fire (non emergency) Police (non emergency) Emergency 911 County Animal Shelter Engineering Engineer: Jeff Anderson 110 South Main Street Phone (801) Fax (801) Building Inspection 110 South Main Street Phone (801) Fax (801) Kirk Jacobson Gas Questar 1640 North Mountain Springs Parkway Phone (801) Brad Mattinson Electricity Springville Power 900 East 400 South Phone (801) Telephone Qwest 75 East 100 North Springville, Phone (801) Cell (801) Kasey Lunt Cable TV Comcast Cable Communications, Inc 1350 East Miller Avenue Salt Lake City, Phone (801) Fax (801) Sheet Index 1 Cover Sheet 2 Site Plan 3 Utility Plan 4 Grading and Drainage Plan 5 Landscape Plan 51 Tree Protection Plan 6 Detail Sheet DEVELOPER: Gene Carly 240 East Center Provo, ENGINEER/ LAND SURVEYOR Dudley & Associates, Inc 353 East 1200 South Orem, ARCHITECTS: Architectural Coalition Guil Rand 1991 South State Street
2 Springville City Main Street N 0 22'01" E 21623' Existing Building (CC Zone) Maple Mountain Commercial LLC (Existing Pharmacy) S 89 24'56" E 15126' Proposed 4-Story Building FFE (retail) = FFE (residential) = nd FFE (residential) = N 0 29'50" E 8371' N 0 29'50" E 4497' N 89 30'10" W 4512' N 89 44'09" E 2875' 400 South Unit 2 1,653 SqFt (Retail Sales) S 89 41'15" E 10657' S 0 22'12" E 12820' S 0 07'07" W 11894' S 0 16'12" W 9982' John & Marlene Reed N 89 58'13" E 1934' Karen Goble Karen Goble Future Development (existing Parking lot) Robert & Marlene Nelson 100 East Site Data Zone = Neighborhood Commercial Total Area = 66,353 sqft or 152 Acres Total number of Retail units = 4 UNIT 1 PARKING: Total number of Residential units = 31 Retail = sqft = 23 Residential = 3 4 stall/unit = 23 parking spaces required = 46 parking spaces shown = 56 (6 ADA spaces) Parking lot landscaping = 1,440 sqft = 4% Site Plan Springville City Art City Professional Plaza Condo AMD (CC Zone) Existing Building N 89 43'48" W 24407' N 0 16'12" E 264' S 89 33'43" W 1935' Jesus & Ruth Zamora Kaye & Stephen Rizzuto UNIT 2 PARKING: 1 per 4 seats = 28 seats provided Total parking spaces required = 7 parking spaces shown = 16 Total parking required for entire site = 62 Total parking provided = 72 Revisions 500 South Total Area Total Building / Pad Area Total Hard Surface Area Total Impervious Area Total Landscaped Area Square Footage Acreage Percent of total 66, , , , , Tabulation Table " = 30' Tracing No Sheet No C - 2
3 Springville city 400 South Note: All work in Main Street will require a UDOT permit and be completed per UDOT specifications and requirements Main Street 100 East 500 South Revisions Utility Plan Springville City " = 40' Tracing No Sheet No C - 3
4 Revisions Asphalt area for Phase 1 Grading and Drainage Plan Springville City Note: In the event that a retaining wall exceeds 4' in height, a Structural Engineers stamp is required " = 20' Tracing No Sheet No C - 4
5 Springville city Revisions Trees to consist of the following: Austrian Pines Accolade Elm Valley Forge Elm Shrubs to consist of the following: Burning Bush Mugho Pine Oregon Grape Juniper Ground cover proposed is to consist of Grass and/or mulched planter areas All trees and shrubs placed near any entrance shall be of the nature not to obstruct the sight onto the street Landscape Plan Springville City " = 40' Tracing No Sheet No C - 5
6 Springville city existing Parking Area Existing Building Revisions Main Street Tree Protection Plan Springville City " = 20' Tracing No Sheet No C - 51
7 Engineers Planners Land Surveyors 353 East 1200 South Orem, Detail Sheet Dudley and Associates, Inc Proposed Unit Typical Process sewer connection Trash Enclosure Detail Springville City Finish Grade Trash Enclosure Wall Detail Concrete Waterway RISER REVISIONS FRAME & GRATE DATE CATCH BASIN SCALE not to scale BY TRACING NO CB2X2 2'-0" x 2'-0" ID Catch Basin Copyright 2001 SHEET No C-6
8 Detail Sheet REVISIONS Springville City Dudley and Associates, Inc Engineers Planners Land Surveyors 353 East 1200 South Orem, Notes: 1 Backfill material should be placed in loose lifts not exceeding a thickness of 12", moisture conditioned to within 2% of optimum, and compacted to a minimum of 90% of the mazimum dry densite as determined by ASTM D Free Draining backfill shall consist of gravel having less than 5% passing No 200 Sieve 3 Boulders shall be 2 feet minimum dimension Ground Surface min slope not to exceed 2:1 for a height of 400' Natural Ground Surface 4' High Rock Wall Detail not to scale 1" min width free draining backfill (see note 2) Mirifi 140 Filter Fabric or equivalent, placed between the free draining rock and the native or other backfill soils Filter Fabric wrapped perforated 4" diameter ADS drain pipe or equivalent, slope 1% min to side of wall and connect to collector pipe and discharged into the storm drain system DATE SCALE not to scale BY TRACING NO SHEET No C - 61
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