Housing Authority of Utah County

Transcription

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 (been removed, see Architects Set) 51 Tree Protection Plan (been removed, see Architects Set) 60 Detail Sheet 61 Detail Sheet 62 Keystone Block details 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 Revisions Housing Authority Demolision Plan Springville 1" = 30' L - Sheet No C - 11

3 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 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 1" = 30' Sheet No C - 2

4 Springville city 400 South 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 1" = 40' Sheet No C - 3

5 Revisions Asphalt area for Phase 1 Grading and Drainage Plan In the event that a retaining wall exceeds 4' in height, a Structural Engineers stamp is required 1" = 20' Sheet No C - 4

6 Springville city existing Parking Area Existing Building Revisions Main Street Tree Protection Plan " = 20' Sheet No C - 51

7 Engineers Planners Land Surveyors 353 East 1200 South Orem, Detail Sheet Dudley and Associates, Inc "Slope away" Curb and Gutter Curb & Gutter Type A 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 - 60

8 REVISIONS Detail Sheet Dudley and Associates, Inc Engineers Planners Land Surveyors 353 East 1200 South Orem, DATE SCALE not to scale BY TRACING NO SHEET No C - 61

9 8" Min Low Permeable Soil Keystone Cap Unit 8" Min Low Permeable Soil Keystone Cap Unit Base Leveling Pad Notes: 1 The leveling pad is to be constructed of crushed stone or 2,000 psi± unreinforced concrete Standard Unit Width: 18" Depth: 18" Height: 8" Weight: 102 lbs Width: Depth: Height: Weight: Cap Unit 18" 10 1/2" 4" 45 lbs Approximate Limits of Excavation Retained Soil 4" Perforated PVC Drainage Tile Reinforced Soil 24" Grid Depth When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer Foundation Soil Keystone Standard Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) 1/8" - 1/4" 8" Finished Grade Design Height Unreinforced Concrete or Crushed Stone Leveling Pad Approximate Limits of Excavation Retained Soil 4" Perforated PVC Drainage Tile Reinforced Soil Grid Depth When site conditions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer Foundation Soil 1" - 1 1/4" Keystone Standard Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) 8" Finished Grade Design Height Unreinforced Concrete or Crushed Stone Leveling Pad 8" Min Low Permeable Soil Retained Soil Unit Drainage Fill (3/4" Crushed Rock or Stone) Approximate Limits of Excavation 4" Perforated PVC Drainage Tile Wrapped in Filter Fabric (If Required) 1" - 1 1/4" Foundation Soil Keystone Cap Unit Keystone Standard Unit 8" 24" Finished Grade Unreinforced Concrete or Crushed Stone Leveling Pad Design Height 2The base foundation is to be approved by the site geotechnical engineer prior to placement of the leveling pad Excavation Limits 6" Crushed Rock or Unreinforced Concrete Leveling Pad Unit Face Typical Reinforced Wall Section Standard Unit - Near Vertical Setback Typical Reinforced Wall Section Standard Unit - 1" Setback Place Additional Pieces of Geogrid When Angle Exceeds 20 3" of Soil Fill is Required Between Overlapping Geogrid for Proper Anchorage (Typ) Additional Drainage Fill Extend Wall Height / 2 H / 2 H / 2 20 Typical Gravity Wall Section Drainage Fill Standard Unit - 1" Setback 1 Check with manufacturer specifications on correct direction of orientation for geogrid to obtain proper strength (2) - 4" Cap Units or (1) - 8" Cap Unit Top of Wall Steps 4" Cap Unit 8" Keystone Unit 1 Secure all cap units with Keystone Kapseal or equal Standard Unit/Base Pad Isometric Section View Dimensions & Weight May Vary by Region Strength Direction Geogrid is to be Placed on Level Backfill and Extended Over the Fiberglass Pins Place Next Unit Pull Grid Taught and Backfill Stake as required 8'' 18" ± Standard Elevation 18'' Standard Plan Keystone Block Details Geogrid Installation on Curves Grid & Pin Connection Standard Unit Dimensions May Vary by Region 3" of Soil Fill is Required Between Overlapping Geogrid for Proper Anchorage (Typ) Additional Drainage Fill Extend Wall Height / 2 H / 2 H / 4 H / 4 Additional Geogrid Overlap Extend Wall Height / 4 Drainage Fill 1 Check with manufacturer specifications on correct direction of orientation for geogrid to obtain proper strength 6" Crushed Rock or Unreinforced Concrete Leveling Pad Elevation 8" or 16" Step 1 The leveling pad is to be constructed of crushed stone or 2000 psi ± unreinforced concrete 1/2" x 5 1/4" W 6" Fiberglass Pins Front Face 10 1/2" ± 4'' Cap Unit Elevation 18'' Cap Unit Plan 4'' 10 1/2" ± Cap Unit Elevation 18'' Cap Unit Plan Copyright 2003 Keystone Retaining Wall Systems Design is for internal stability of the KEYSTONE wall structure only External stability, including but not limited to foundation and slope stability is the responsibility of the Owner The design is based on the assumption that the materials within the retained mass, methods of construction, and quality of materials conform to KEYSTONE's specification for this project This drawing is being furnished for this specific project only Any party accepting this document does so in confidence and agrees that it shall not be duplicated in whole or in part, nor disclosed to others without the consent of Keystone Retaining Wall Systems, Inc No Revision H / 2 Geogrid Installation at Corners 4444 W 78th Street Minneapolis, MN Corner units recommended for outside corners Availability May Vary Designed : : W + 12" Section Leveling Pad Detail RKM Checked : CDM No Title: Standard Unit 18 - Tri Plane Face Details Project: Universal Cap Unit Option Dimensions & Availability Will Vary by Region Keystone Retaining Wall Systems Typical Wall Details 3-Plane Split Cap Unit Option Dimensions & Availability Will Vary by Region : Project No: Drawing No: Revisions Not to scale Keystone Sheet No C - 62