4-Attachment C Landscape Design Plans.pdf
PDF 16 MB Posted
- Attached to
- Landscape and Ramp Construction
- Solicitation number
- DF26-09
- Issued by
- Tooele County, Utah
About this file
Landscape Design Plans Summary
This document is a comprehensive set of construction design plans for a landscape redesign project at 47 South Main Street in Tooele City, Tooele County, Utah, prepared by Great Basin Engineering Inc. and BNA Consulting. The project, designated as Phase 1, includes demolition and removal of existing landscape features, grading and site preparation, installation of new hardscape elements including concrete paving, stairs with handrails, ADA-compliant ramps, decomposed granite pathways, and a seat wall. The design incorporates extensive new landscaping with trees (including Hornbeam, Kentucky Coffeetree, and Crabapple varieties), shrubs (such as Black Chokeberry, Daylily, Ninebark, and various Sedums), ornamental grasses, ground covers, and approximately 8,278 square feet of decorative gravel mulch and 1,227 square feet of dwarf fescue sod. The project also includes installation of three flag poles, bollard lighting, and a future gazebo structure. The plans specify construction details for site drainage, erosion control, ADA accessibility requirements maintaining slopes no steeper than 5.0% with minimum 36-inch clear widths for accessible routes, and comprehensive irrigation system renovation with new controllers, valves, and drip-line installation for plant materials.
The design plans include detailed specifications for materials, construction sequencing, and compliance with Tooele County and City of Tooele standards. All landscaping work requires coordination with existing utilities, including sanitary sewer, water, gas, and electrical lines that must be protected or relocated as necessary. The contractor assumes full responsibility for job site conditions, safety, and indemnification of the owner and engineer. Significant demolition work includes removal of existing concrete benches, pads, mow strips, planter walls, paving, flag poles, and selective tree removal, while maintaining certain existing concrete features, stairs, monuments, and lawn areas. Topsoil requirements specify 6 inches for turf areas and 12 inches for shrubs and trees, with amendments including compost at specified rates and fertilizer per soil testing recommendations. The irrigation system remodel ties into existing water infrastructure and includes a new controller with hardwired 110VAC connection, backflow prevention, flow sensors, and properly sloped mainlines with manual drain provisions for complete system drainage.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-DF26-09 Landscape and Ramp Construction.pdf | ||
| 3-Attachment D Ramp Design Plans.pdf | ||
| 2-Attachment B Technical Specifications.pdf |
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Text version
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Attachment: C
AutoCAD SHX Text 22N511
AutoCAD SHX Text 18 May, 2023
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text 47 South Main Street Tooele City, Tooele County, Utah A part of Section 28, T3S. R4W, SLB&M, U.S. Survey
AutoCAD SHX Text Tooele Landscape Redesign
AutoCAD SHX Text
CV00
AutoCAD SHX Text Cover Sheet
AutoCAD SHX Text Call before you D g
AutoCAD SHX Text Avoid cutting underground
AutoCAD SHX Text utility lines. It's costly.
AutoCAD SHX Text Call
AutoCAD SHX Text 1-800-662-4111
AutoCAD SHX Text The Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and property: that this requirement shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, indemnify, and hold the owner and the engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer.
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
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ALL CONSTRUCTION TO CONFORM TO TOOELE COUNTY STANDARDS AND SPECIFICATIONS
AutoCAD SHX Text Vicinity Map
AutoCAD SHX Text Project Location
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CONSTRUCTION DOCUMENTS
AutoCAD SHX Text ENGINEER/SURVEYOR: GREAT BASIN ENGINEERING INC. CONTACT: MARK BABBITT PE/PLS- PRINCIPAL MARK BABBITT PE/PLS- PRINCIPAL OFFICE: 801-394-4515 801-394-4515 ADDRESS: 5746 SOUTH 1475 EAST SUITE 200 5746 SOUTH 1475 EAST SUITE 200 OGDEN, 84403 OGDEN, 84403 EMAIL: MARKB@GREATBASINENG.COM MARKB@GREATBASINENG.COM
AutoCAD SHX Text CAUTION NOTICE TO CONTRACTOR The contractor is specifically cautioned that the location and/or elevation of existing utilities as shown on these plans are based on records of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied on as being exact or complete. The contractor must call the appropriate utility company at least 48 hours before any excavation to request exact field location of utilities. It shall be the responsibility of the contractor to relocate all existing utilities which conflict with the propose improvements shown on the plans.
AutoCAD SHX Text GENERAL DEMOLITION NOTES: 1. Demolition and site clearing for this contract are to include all areas shown within demolition Demolition and site clearing for this contract are to include all areas shown within demolition limits or by note. 2. Refer to site improvement plans for more details on limits of removal. Refer to site improvement plans for more details on limits of removal. 3. All curbs, walks, slabs, flatwork, light fixtures, flag poles, benches, and buried cables, to be All curbs, walks, slabs, flatwork, light fixtures, flag poles, benches, and buried cables, to be cleared from site unless otherwise shown. 4. All utilities, sewer, water, gas, telephone and electrical services to remain unless otherwise shown. All utilities, sewer, water, gas, telephone and electrical services to remain unless otherwise shown. 5. Clear and grub trees, shrubs, and vegetation within construction limits, disposal to be off-site Clear and grub trees, shrubs, and vegetation within construction limits, disposal to be off-site Except where noted otherwise. 6. DO NOT interrupt any services or disrupt the operation of any businesses shown outside the DO NOT interrupt any services or disrupt the operation of any businesses shown outside the demolition limits. 7. Remove debris, rubbish, and other materials resulting from the demolition and site clearing Remove debris, rubbish, and other materials resulting from the demolition and site clearing operations from the site and dispose of in a legal manner. 8. The location and/or elevation of existing utilities as shown on these plans is based on records The location and/or elevation of existing utilities as shown on these plans is based on records of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied upon as being exact or complete. Contractor shall contact authorities having jurisdiction for field locations. Contractor shall be responsible for protection of in place and relocated utilities during construction. 9. Stockpiles shall be graded to maintain slopes not greater than 3 horizontal to 1 vertical. Provide Stockpiles shall be graded to maintain slopes not greater than 3 horizontal to 1 vertical. Provide erosion control as needed to prevent sediment transport to adjacent drainage ways. 10. Contractor shall be responsible for disposal of all waste material. Disposal shall be at an Contractor shall be responsible for disposal of all waste material. Disposal shall be at an approved site for such material. Burning onsite is not permitted. 11. Contractor shall verify with city any street removal, curb cuts, and any restoration required for Contractor shall verify with city any street removal, curb cuts, and any restoration required for utility line removal. 12. Contractor shall obtain all permits necessary for demolition from City, County, State or Federal Contractor shall obtain all permits necessary for demolition from City, County, State or Federal Agencies as required.
AutoCAD SHX Text CAUTION NOTICE TO CONTRACTOR The contractor is specifically cautioned that the location and/or elevation of existing utilities as shown on these plans are based on records of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied on as being exact or complete. The contractor must call the appropriate utility company at least 48 hours before any excavation to request exact field location of utilities. It shall be the responsibility of the contractor to relocate all existing utilities which conflict with the propose improvements shown on the plans.
AutoCAD SHX Text GENERAL SITE NOTES: 1. Stalls designated as handicap will require a painted handicap symbol and sign. (See Details) Stalls designated as handicap will require a painted handicap symbol and sign. (See Details) 2. See Horizontal Control plan for coordinates, radiuses and detailed dimensions of site See Horizontal Control plan for coordinates, radiuses and detailed dimensions of site improvements. 3. All dimensions are to back of curb and edge of pavement unless otherwise noted.All dimensions are to back of curb and edge of pavement unless otherwise noted.
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ADA NOTES:
AutoCAD SHX Text Contractor must maintain a running slope on Accessible routes no steeper than 5.0%%% (1:20). The
AutoCAD SHX Text cross slope for Accessible routs must be no steeper than 2.0%%% (1:50). All Accessible routes must have a
AutoCAD SHX Text minimum clear width of 36". If grades on plans do not meet this requirement notify Consultants
AutoCAD SHX Text immediately.
AutoCAD SHX Text The Client, Contractor, and Subcontractor should immediately notify the Consultant of any conditions
AutoCAD SHX Text of the project that they believe do not comply with the current state of the ADA and/or FHAA.
AutoCAD SHX Text Not to Scale
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TOOELE LANDSCAPE REDESIGN PHASE I
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SHEET INDEX
AutoCAD SHX Text CV00 COVER SHEET COVER SHEET COVER SHEET D100 DEMOLITION PLAN DEMOLITION PLAN C100 OVERALL SITE PLAN OVERALL SITE PLAN C101 ENLARGED SITE PLAN ENLARGED SITE PLAN C200 OVERALL GRADING PLAN OVERALL GRADING PLAN C201 ENLARGED GRADING PLAN ENLARGED GRADING PLAN C501 DETAILS DETAILS LP100 OVERALL LANDSCAPE PLAN OVERALL LANDSCAPE PLAN LP101 ENLARGED LANDSCAPE PLAN ENLARGED LANDSCAPE PLAN LP102 ENLARGED LANDSCAPE PLAN ENLARGED LANDSCAPE PLAN LP501 LANDSCAPE DETAILS LANDSCAPE DETAILS LI100 OVERALL IRRIGATION PLAN OVERALL IRRIGATION PLAN LI101 ENLARGED IRRIGATION PLAN ENLARGED IRRIGATION PLAN LI102 ENLARGED IRRIGATION PLAN ENLARGED IRRIGATION PLAN LI501 IRRIGATION DETAILS IRRIGATION DETAILS LI502 IRRIGATION DETAILS IRRIGATION DETAILS E001 SYMBOLS, SCHEDULES AND NOTES SYMBOLS, SCHEDULES AND NOTES E101 ELECTRICAL DEMOLITION PLAN ELECTRICAL DEMOLITION PLAN E201 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN E202 ELECTRICAL SITE PLAN - ENLARGED ELECTRICAL SITE PLAN - ENLARGED E301 PANELBOARD SCHEDULES AND DIAGRAMSPANELBOARD SCHEDULES AND DIAGRAMS
AutoCAD SHX Text LANDSCAPE ARCHITECT: GREAT BASIN ENGINEERING INC. CONTACT: JIM ZAUGG - PROJECT MANAGER/LANDSCAPE ARCHITECT JIM ZAUGG - PROJECT MANAGER/LANDSCAPE ARCHITECT OFFICE: 801-394-4515 801-394-4515 ADDRESS: 5746 SOUTH 1475 EAST SUITE 200 5746 SOUTH 1475 EAST SUITE 200 OGDEN, 84403 OGDEN, 84403 EMAIL: JZAUGG@GREATBASINENG.COM JZAUGG@GREATBASINENG.COM
AutoCAD SHX Text General Grading Notes:
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1. All work shall be in accordance with the City Public Works Standard.
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2. Cut slopes shall be no steeper than 2 horizontal to 1 vertical.
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3. Fill slopes shall be no steeper than 2 horizontal to 1 vertical.
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4. Fills shall be compacted per the recommendations of the geotechnical report prepared for
AutoCAD SHX Text the project and shall be certified by the geotechnical engineer.
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5. Areas to receive fill shall be properly prepared and approved by the City inspector and
AutoCAD SHX Text geotechnical Engineer prior to placing fill.
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6. Fills shall be benched into competent material as per specifications and geotechnical report.
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7. All trench backfill shall be tested and certified by the site geotechnical engineer per the grading code.
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8. A geotechnical engineer shall perform periodic inspections and submit a complete report and
AutoCAD SHX Text map upon completion of the rough grading.
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9. The final compaction report and certification from the geotechnical engineer shall contain the
AutoCAD SHX Text type of field testing performed. Each test shall be identified with the method of obtaining the
AutoCAD SHX Text in-place density, whether sand cone or drive ring and shall be so noted for each test.
AutoCAD SHX Text Sufficient maximum density determinations shall be performed to verify the accuracy of the
AutoCAD SHX Text maximum density curves used by the field technician.
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10. Dust shall be controlled by watering.
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11. The location and protection of all utilities is the responsibility of the permitee.
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12. Approved protective measures and temporary drainage provisions must be used to protect
AutoCAD SHX Text adjoining properties during the grading project.
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13. All public roadways must be cleared daily of all dirt, mud and debris deposited on them as a result
AutoCAD SHX Text of the grading operation. Cleaning is to be done to the satisfaction of the city engineer.
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14. The site shall be cleared and grubbed of all vegetation and deleterious matter prior to grading.
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15. The contractor shall provide shoring in accordance with OSHA requirements for trench walls.
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16. Aggregate base shall be compacted per the geotechnical report prepared for the project.
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17. Elevations shown on this plan are finish grades. Rough grades are the subgrades of the
AutoCAD SHX Text improvements shown hereon.
AutoCAD SHX Text 18 As part of the construction documents, owner has provided contractor with a
AutoCAD SHX Text topographic survey performed by manual or aerial means. Such survey was prepared
AutoCAD SHX Text for project design purposes and is provided to the contractor as a courtesy. It is expressly
AutoCAD SHX Text understood that such survey may not accurately reflect existing topographic conditions.
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19. Erosion Control: Protect all inlet boxes, catch basins, etc. with straw bales or other approved
AutoCAD SHX Text method to strain the storm water during construction. Protect surrounding properties and streets
AutoCAD SHX Text from site runoff with sandbags and earth berms.
AutoCAD SHX Text ELECTRICAL ENGINEER: BNA CONSULTING CONTACT: RICHARD WARDEL - PRINCIPAL RICHARD WARDEL - PRINCIPAL OFFICE: 801-532-2196 801-532-2196 ADDRESS: 4225 LAKE PARK BOULEVARD 4225 LAKE PARK BOULEVARD SUITE 275 WEST VALLEY CITY, UTAH 84120 EMAIL: RICHARD@BNACONSULTING.COM RICHARD@BNACONSULTING.COM
AutoCAD SHX Text 47 South Main Street Tooele City, Tooele County, Utah u
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AutoCAD SHX Text Existing SSMH RIM=4997.85
AutoCAD SHX Text Existing Catch Basin Sump Grate=4997.86 Fl=4993.06
AutoCAD SHX Text Existing Catch Basin Sump Grate=4999.59 Fl=4993.24
AutoCAD SHX Text Existing Vertical Pipe
AutoCAD SHX Text Existing Catch Basin Grate=4995.19
AutoCAD SHX Text Existing Catch Basin Grate=5000.11 FL=4999.11
AutoCAD SHX Text Existing (2) Sewer Cleanout Boxes
AutoCAD SHX Text Existing SSMH Rim= 5001.65 Fl= 4998.60
AutoCAD SHX Text Existing Grease Trap
AutoCAD SHX Text Existing 4" SD
AutoCAD SHX Text Richlands, L.l.C.
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AutoCAD SHX Text Richlands, L.l.C.
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AutoCAD SHX Text Existing (2) Drain Manholes
AutoCAD SHX Text Existing Building
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AutoCAD SHX Text N 89%%12703'45" W
AutoCAD SHX Text 50.00'
AutoCAD SHX Text N 89 03'45" W 160.00'
AutoCAD SHX Text S 00%%12756'15" W
AutoCAD SHX Text 66.00'
AutoCAD SHX Text N 00 56'15" E 168.96'
AutoCAD SHX Text N 00 56'15" E 356.00'
AutoCAD SHX Text S 89%%12703'45" E
AutoCAD SHX Text 16.50'
AutoCAD SHX Text N 00%%12756'15" E
AutoCAD SHX Text 36.04'
AutoCAD SHX Text S 89 03'45" E 354.46'
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CO
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AutoCAD SHX Text Main Street
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EB
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CO
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AutoCAD SHX Text Tooele County Admin.
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DEMO EXIST. CONC. BENCH AND CONC. PAD
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DEMO EXIST. CONC. BENCH AND CONC. PAD
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DEMO EXIST. CONC. BENCH AND CONC. PAD
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DEMO EXIST. CONC. MOWSTRIP AND PLANTER WALL
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DEMO EXIST. CONC. PAVING
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DEMO EXIST. FLAG POLES
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EXISTING CONCRETE PAVING TO REMAIN
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EXISTING CONCRETE PAVING TO REMAIN
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EXISTING CONCRETE PAVING TO REMAIN
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EXIST. CONC. RETAINING WALL TO REMAIN
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EXIST. CONC. RETAINING WALL TO REMAIN
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EXIST. CONC. STAIRS TO REMAIN
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EXIST. CONC. STAIRS TO REMAIN
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EXIST. CONC. STAIRS TO REMAIN
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EXIST. MONUMENT TO REMAIN
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DEMO EXIST. TREE
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CLEAR AND GRUB EXIST. LAWN. STOCKPILE EXIST. TOPSOIL
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CLEAR AND GRUB EXIST. LAWN
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CLEAR AND GRUB EXIST. SHRUB BED. REMOVE GRAVEL AND SOIL TO 4" BELOW PAVING.
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CLEAR AND GRUB EXIST. SHRUB BED. REMOVE SOIL TO 4" BELOW PAVING
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CLEAR AND GRUB EXIST. SHRUB BED. REMOVE SOIL TO 4" BELOW PAVING
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MAINTAIN AND PROTECT EXIST. LAWN
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EXIST. GRAVEL AND PAVING STONES TO REMAIN
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DEMO EXIST. ELECTRICAL BOX
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MAINTAIN AND PROTECT EXIST. LAWN
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EXISTING CONCRETE PAVING TO REMAIN
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CLEAR AND GRUB EXIST. SHRUB BED. REMOVE GRAVEL
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EXIST. GRAVEL AND PAVING STONES TO REMAIN
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EXISTING TREES TO REMAIN
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DEMOLITION LIMIT LINE
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DEMOLITION LIMIT LINE
AutoCAD SHX Text CLEAR AND GRUB EXIST. SHRUB BED REMOVE GRAVEL, FABRIC, AND SOIL TO 4" BELOW PAVING
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CLEAR AND GRUB EXIST. SHRUB BED. REMOVE GRAVEL
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CLEAR AND GRUB EXIST. SHRUB BED. REMOVE SOIL TO 4" BELOW PAVING
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CLEAR AND GRUB EXIST. LAWN. STOCKPILE EXIST. TOPSOIL
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DEMOLITION LIMIT LINE
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DEMOLITION LIMIT LINE
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DEMOLITION LIMIT LINE
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DEMOLITION LIMIT LINE
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DEMOLITION LIMIT LINE
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SAWCUT & DEMO 8 LF OF CURB
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DEMO STRIPING
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DEMO STRIPING
AutoCAD SHX Text Existing Catch Basin Sump Grate=4993.54 Fl=4985.94
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SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST JOINT
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SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST JOINT
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DEMO. GRAVEL PAVING
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CLEAR AND GRUB EXIST. LAWN. STOCKPILE EXIST. TOPSOIL
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REMOVE AND RETAIN GRAVEL AND PAVERS FOR RE-INSTALLATION
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REMOVE AND RETAIN GRAVEL AND PAVERS FOR RE-INSTALLATION
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REMOVE GRAVEL AND ADJUST SOIL TO 4" BELOW PAVING AND CURBS.
AutoCAD SHX Text CAUTION NOTICE TO CONTRACTOR The contractor is specifically cautioned that the location and/or elevation of existing utilities as shown on these plans are based on records of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied on as being exact or complete. The contractor must call the appropriate utility company at least 48 hours before any excavation to request exact field location of utilities. It shall be the responsibility of the contractor to relocate all existing utilities which conflict with the propose improvements shown on the plans.
AutoCAD SHX Text and the engineer harmless from any and all liability, real or alleged, in connection with
AutoCAD SHX Text normal working hours; and that the contractor shall defend, indemnify, and hold the owner
AutoCAD SHX Text persons and property: that this requirement shall apply continuously and not be limited to
AutoCAD SHX Text The Contractor agrees that he shall assume sole and complete responsibility for job site
AutoCAD SHX Text the performance of work on this project, excepting for liability arising from the sole
AutoCAD SHX Text conditions during the course of construction of this project, including safety of all
AutoCAD SHX Text negligence of the owner or the engineer.
AutoCAD SHX Text
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
AutoCAD SHX Text 22N511
AutoCAD SHX Text 18 May, 2023
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text 47 South Main Street Tooele City, Tooele County, Utah A part of Section 28, T3S. R4W, SLB&M, U.S. Survey
AutoCAD SHX Text Tooele Landscape Redesign
AutoCAD SHX Text D100
AutoCAD SHX Text Phase 1 Demolition Plan
AutoCAD SHX Text Electrical Manhole
AutoCAD SHX Text S
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AutoCAD SHX Text G
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IW
AutoCAD SHX Text Irrigation Line
AutoCAD SHX Text Gas Line
AutoCAD SHX Text Culinary Water
AutoCAD SHX Text Sanitary Sewer
AutoCAD SHX Text Water Valve
AutoCAD SHX Text Exist. Water Valve
AutoCAD SHX Text Water Manhole
AutoCAD SHX Text Storm Drain Manhole
AutoCAD SHX Text San. Sewer Manhole
AutoCAD SHX Text Power pole
AutoCAD SHX Text Power pole w/guy
AutoCAD SHX Text Fence
AutoCAD SHX Text Flowline of ditch
AutoCAD SHX Text Overhead Power line
AutoCAD SHX Text Corrugated Metal Pipe
AutoCAD SHX Text Reinforced Concrete Pipe
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CMP
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RCP
AutoCAD SHX Text Storm Drain
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SD
AutoCAD SHX Text Ductile Iron
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AutoCAD SHX Text Top of Walk
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AutoCAD SHX Text Top of Wall
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AutoCAD SHX Text Top of Curb
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AutoCAD SHX Text Edge of Asphalt
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SD
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AutoCAD SHX Text Catch Basins
AutoCAD SHX Text Exist. Fire Hydrant
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95.72TA
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95.33TA
AutoCAD SHX Text Exist. Grade
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AutoCAD SHX Text Fire Line
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SW
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AutoCAD SHX Text Land Drain
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LD
AutoCAD SHX Text Light Pole
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AutoCAD SHX Text Direction of Flow
AutoCAD SHX Text Existing Asphalt
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AutoCAD SHX Text Heavy Duty Asphalt
AutoCAD SHX Text Concrete
AutoCAD SHX Text Spill
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CP
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FDC
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GENERAL DEMOLITION NOTES: 1. Demolition and site clearing for this contract are to include all areas shown within Demolition and site clearing for this contract are to include all areas shown within demolition limits or by note. 2. Refer to site improvement plans for more details on limits of removal. Refer to site improvement plans for more details on limits of removal. 3. All curbs, walks, slabs, flatwork, light fixtures, flag poles, benches, and buried cables, All curbs, walks, slabs, flatwork, light fixtures, flag poles, benches, and buried cables, to be cleared from site unless otherwise shown. 4. All utilities, sewer, water, gas, telephone and electrical services to remain unless All utilities, sewer, water, gas, telephone and electrical services to remain unless otherwise shown. 5. Clear and grub trees, shrubs, and vegetation within construction limits, disposal to be Clear and grub trees, shrubs, and vegetation within construction limits, disposal to be off-site Except where noted otherwise. 6. DO NOT interrupt any services or disrupt the operation of any businesses shown DO NOT interrupt any services or disrupt the operation of any businesses shown outside the demolition limits. 7. Remove debris, rubbish, and other materials resulting from the demolition and site Remove debris, rubbish, and other materials resulting from the demolition and site clearing operations from the site and dispose of in a legal manner. 8. The location and/or elevation of existing utilities as shown on these plans is based on The location and/or elevation of existing utilities as shown on these plans is based on records of the various utility companies and, where possible, measurements taken in the field. The information is not to be relied upon as being exact or complete. Contractor shall contact authorities having jurisdiction for field locations. Contractor shall be responsible for protection of in place and relocated utilities during construction. 9. Stockpiles shall be graded to maintain slopes not greater than 3 horizontal to 1 Stockpiles shall be graded to maintain slopes not greater than 3 horizontal to 1 vertical. Provide erosion control as needed to prevent sediment transport to adjacent drainage ways. 10. Contractor shall be responsible for disposal of all waste material. Disposal shall be at Contractor shall be responsible for disposal of all waste material. Disposal shall be at an approved site for such material. Burning onsite is not permitted. 11. Contractor shall verify with city any street removal, curb cuts, and any restoration Contractor shall verify with city any street removal, curb cuts, and any restoration required for utility line removal. 12. Contractor shall obtain all permits necessary for demolition from City, County, State or Contractor shall obtain all permits necessary for demolition from City, County, State or Federal Agencies as required.
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AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text G
AutoCAD SHX Text Existing SSMH RIM=4997.85
AutoCAD SHX Text Existing Catch Basin Sump Grate=4997.86 Fl=4993.06
AutoCAD SHX Text Existing Catch Basin Sump Grate=4999.59 Fl=4993.24
AutoCAD SHX Text Existing Vertical Pipe
AutoCAD SHX Text Existing Catch Basin Grate=4995.19
AutoCAD SHX Text Existing Catch Basin Grate=5000.11 FL=4999.11
AutoCAD SHX Text Existing (2) Sewer Cleanout Boxes
AutoCAD SHX Text Existing SSMH Rim= 5001.65 Fl= 4998.60
AutoCAD SHX Text Existing Grease Trap
AutoCAD SHX Text Existing 4" SD
AutoCAD SHX Text Main Street
AutoCAD SHX Text
EB
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
EB
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
EB
AutoCAD SHX Text
AutoCAD SHX Text
EM
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text Existing (2) Drain Manholes
AutoCAD SHX Text Existing Building
AutoCAD SHX Text Ex Shed
AutoCAD SHX Text
IB
AutoCAD SHX Text W
AutoCAD SHX Text
IB
AutoCAD SHX Text
WM
AutoCAD SHX Text Existing Roof Drain Cleanout
AutoCAD SHX Text Existing Comms. Manhole
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text Existing Building
AutoCAD SHX Text Existing Building
AutoCAD SHX Text N 89%%12703'45" W
AutoCAD SHX Text 50.00'
AutoCAD SHX Text N 89 03'45" W 160.00'
AutoCAD SHX Text S 00%%12756'15" W
AutoCAD SHX Text 66.00'
AutoCAD SHX Text N 00 56'15" E 168.96'
AutoCAD SHX Text N 00 56'15" E 356.00'
AutoCAD SHX Text 69.96'
AutoCAD SHX Text S 89%%12703'45" E
AutoCAD SHX Text 16.50'
AutoCAD SHX Text N 00%%12756'15" E
AutoCAD SHX Text 36.04'
AutoCAD SHX Text S 89 03'45" E 354.46'
AutoCAD SHX Text
CO
AutoCAD SHX Text
GM
AutoCAD SHX Text Main Street
AutoCAD SHX Text
EB
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text 320.00'
AutoCAD SHX Text 20.00'
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text Tooele County Admin.
AutoCAD SHX Text
EXIST. CONCRETE PAVING
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EXIST. CONCRETE PAVING
AutoCAD SHX Text
EXIST. CONCRETE STAIRS
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EXIST. CONCRETE STAIRS
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EXIST. CONCRETE STAIRS
AutoCAD SHX Text
EXIST. CONCRETE STAIRS
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EXIST. CONCRETE PAVING
AutoCAD SHX Text
EXIST. GRAVEL & PAVING STONES
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EXIST. ASPHALT PAVING
AutoCAD SHX Text
EXIST. GRAVEL & PAVING STONES
AutoCAD SHX Text
EXIST. LAWN MAINTAIN AND PROTECT
AutoCAD SHX Text
EXIST. CONCRETE PAVING MAINTAIN AND PROTECT
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
EXIST. ASPHALT PAVING
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
EXIST. CONCRETE RETAINING WALL
AutoCAD SHX Text
EXIST. CONCRETE RETAINING WALL
AutoCAD SHX Text
EXIST. CONCRETE RETAINING WALL
AutoCAD SHX Text Existing Catch Basin Sump Grate=4993.54 Fl=4985.94
AutoCAD SHX Text
EXIST. CONCRETE RETAINING WALL
AutoCAD SHX Text 22N511
AutoCAD SHX Text 18 May, 2023
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text 47 South Main Street Tooele City, Tooele County, Utah A part of Section 28, T3S. R4W, SLB&M, U.S. Survey
AutoCAD SHX Text Tooele Landscape Redesign
AutoCAD SHX Text C100
AutoCAD SHX Text General Site Notes: 1. Stalls designated as handicap will require a painted handicap symbol and sign. (See Details) 2. Fire lane markings and signs to be installed as directed by the Fire Marshall. 3. Aisle markings, directional arrows and stop bars will be painted at each driveway as shown on the plans. 4. Building sidewalks, ramps, and bollards are building contractor responsible items. See architectural plans. 5. All dimensions are to back of curb unless otherwise noted.
AutoCAD SHX Text and the engineer harmless from any and all liability, real or alleged, in connection with
AutoCAD SHX Text normal working hours; and that the contractor shall defend, indemnify, and hold the owner
AutoCAD SHX Text persons and property: that this requirement shall apply continuously and not be limited to
AutoCAD SHX Text The Contractor agrees that he shall assume sole and complete responsibility for job site
AutoCAD SHX Text the performance of work on this project, excepting for liability arising from the sole
AutoCAD SHX Text conditions during the course of construction of this project, including safety of all
AutoCAD SHX Text
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
AutoCAD SHX Text negligence of the owner or the engineer.
AutoCAD SHX Text
ALL CONSTRUCTION TO CONFORM TO CITY STANDARDS AND SPECIFICATIONS IN RIGHT OF WAY
AutoCAD SHX Text Phase 1 Overall Site Plan
AutoCAD SHX Text
AutoCAD SHX Text Scale: 1" = 20'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Graphic Scale
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Electrical Manhole
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text
IW
AutoCAD SHX Text Irrigation Line
AutoCAD SHX Text Gas Line
AutoCAD SHX Text Culinary Water
AutoCAD SHX Text Sanitary Sewer
AutoCAD SHX Text Water Valve
AutoCAD SHX Text Exist. Water Valve
AutoCAD SHX Text Water Manhole
AutoCAD SHX Text Storm Drain Manhole
AutoCAD SHX Text San. Sewer Manhole
AutoCAD SHX Text Power pole
AutoCAD SHX Text Power pole w/guy
AutoCAD SHX Text Fence
AutoCAD SHX Text Flowline of ditch
AutoCAD SHX Text Overhead Power line
AutoCAD SHX Text Corrugated Metal Pipe
AutoCAD SHX Text Reinforced Concrete Pipe
AutoCAD SHX Text
CMP
AutoCAD SHX Text
RCP
AutoCAD SHX Text Storm Drain
AutoCAD SHX Text
SD
AutoCAD SHX Text Ductile Iron
AutoCAD SHX Text
DI
AutoCAD SHX Text Top of Walk
AutoCAD SHX Text
TW
AutoCAD SHX Text Top of Wall
AutoCAD SHX Text
TWL
AutoCAD SHX Text Top of Curb
AutoCAD SHX Text
TC
AutoCAD SHX Text Edge of Asphalt
AutoCAD SHX Text
EA
AutoCAD SHX Text Top of Asphalt
AutoCAD SHX Text Centerline
AutoCAD SHX Text Flowline
AutoCAD SHX Text
TA
AutoCAD SHX Text
CL
AutoCAD SHX Text
FL
AutoCAD SHX Text Top of Concrete
AutoCAD SHX Text
TCN
AutoCAD SHX Text
PVC
AutoCAD SHX Text Polyvinyl Chloride
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text Legend
AutoCAD SHX Text E
AutoCAD SHX Text
SD
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text Catch Basins
AutoCAD SHX Text Exist. Fire Hydrant
AutoCAD SHX Text Fire Hydrant
AutoCAD SHX Text
95.72TA
AutoCAD SHX Text
95.33TA
AutoCAD SHX Text Exist. Grade
AutoCAD SHX Text Finish Grade
AutoCAD SHX Text Finish Contour
AutoCAD SHX Text Exist. Contour
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Ridge Line
AutoCAD SHX Text R
AutoCAD SHX Text Fire Line
AutoCAD SHX Text Power Line
AutoCAD SHX Text Telephone Line
AutoCAD SHX Text Secondary Waterline
AutoCAD SHX Text F
AutoCAD SHX Text P
AutoCAD SHX Text
SW
AutoCAD SHX Text T
AutoCAD SHX Text Land Drain
AutoCAD SHX Text
LD
AutoCAD SHX Text Light Pole
AutoCAD SHX Text (Note: All Items may not appear on drawing)
AutoCAD SHX Text Direction of Flow
AutoCAD SHX Text Existing Asphalt
AutoCAD SHX Text New Asphalt
AutoCAD SHX Text Heavy Duty Asphalt
AutoCAD SHX Text Concrete
AutoCAD SHX Text Spill
AutoCAD SHX Text Curb & Gutter
AutoCAD SHX Text Concrete Pipe
AutoCAD SHX Text
CP
AutoCAD SHX Text
FF
AutoCAD SHX Text Finish Floor
AutoCAD SHX Text
OHP
AutoCAD SHX Text Natural Ground
AutoCAD SHX Text
NG
AutoCAD SHX Text Finish Grade
AutoCAD SHX Text
FG
AutoCAD SHX Text Demo Tree
AutoCAD SHX Text FIre Department Connection
AutoCAD SHX Text
FDC
SEE ENLARGED SITE PLAN SHEET C101
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AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text Main Street
AutoCAD SHX Text Tooele County Admin.
AutoCAD SHX Text
CONST. CONCRETE PAVING T=4" 4/C501
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
CONST. 12" CONCRETE STAIRS 5 RISERS 4 TREADS WITH HANDRAILS 2/C501
AutoCAD SHX Text
CONST. SEAT WALL 7/C501
AutoCAD SHX Text
CONST. FLAG POLES (3) 6/C501
AutoCAD SHX Text
GAZEBO (FUTURE)
AutoCAD SHX Text
CONST. DECOMPOSED GRANITE PAVING WITH STEEL EDGE 1/C501
AutoCAD SHX Text
CONST. CONC ADA RAMP WITH HANDRAILS 3&5/C501
AutoCAD SHX Text
EXIST. CONCRETE PAVING
AutoCAD SHX Text
EXIST. CONCRETE STAIRS
AutoCAD SHX Text
EXIST. CONCRETE STAIRS
AutoCAD SHX Text
EXIST. CONCRETE STAIRS
AutoCAD SHX Text
EXIST. CONCRETE STAIRS
AutoCAD SHX Text
EXIST. ASPHALT PAVING
AutoCAD SHX Text
EXIST. LAWN MAINTAIN AND PROTECT
AutoCAD SHX Text
EXIST. CONCRETE PAVING MAINTAIN AND PROTECT
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
EXIST. ASPHALT PAVING
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
CONST. CONC ADA RAMP WITH HANDRAILS 3&5/C501
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
EXIST. LAWN MAINTAIN AND PROTECT
AutoCAD SHX Text
CONST. CONCRETE PAVING T=4" 4/C501
AutoCAD SHX Text
CONST. CONCRETE PAVING T=4" 4/C501
AutoCAD SHX Text
CONST. CONCRETE PAVING T=4" 4/C501
AutoCAD SHX Text
CENTER POINT OF STAIR AND RAMP RADII
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
GAZEBO (FUTURE)
AutoCAD SHX Text
GAZEBO (FUTURE)
AutoCAD SHX Text
CONST. DECOMPOSED GRANITE PAVING WITH STEEL EDGE 1/C501
AutoCAD SHX Text
CONST. DECOMPOSED GRANITE PAVING WITH STEEL EDGE 1/C501
AutoCAD SHX Text
CONST. DECOMPOSED GRANITE PAVING WITH STEEL EDGE 1/C501
AutoCAD SHX Text
CONST. DECOMPOSED GRANITE PAVING WITH STEEL EDGE 1/C501
AutoCAD SHX Text
CONST. DECOMPOSED GRANITE PAVING WITH STEEL EDGE 1/C501
AutoCAD SHX Text
CONST. DECOMPOSED GRANITE PAVING WITH STEEL EDGE 1/C501
AutoCAD SHX Text
CONST. CONCRETE PAD FOR BISON STATUE
AutoCAD SHX Text
EXIST. CONCRETE RETAINING WALL
AutoCAD SHX Text
EXIST. CONCRETE RETAINING WALL
AutoCAD SHX Text
EXIST. CONCRETE RETAINING WALL
AutoCAD SHX Text
BOLLARD LIGHT SEE ELECT
AutoCAD SHX Text
BOLLARD LIGHT SEE ELECT
AutoCAD SHX Text
BOLLARD LIGHT SEE ELECT
AutoCAD SHX Text
BOLLARD LIGHT SEE ELECT
AutoCAD SHX Text
BOLLARD LIGHT SEE ELECT
AutoCAD SHX Text
BOLLARD LIGHT SEE ELECT
AutoCAD SHX Text
POWER PEDESTAL SEE ELECT
AutoCAD SHX Text
POWER PEDESTAL SEE ELECT
AutoCAD SHX Text
POWER PEDESTAL SEE ELECT
AutoCAD SHX Text
POWER PEDESTAL SEE ELECT
AutoCAD SHX Text
POWER PEDESTAL SEE ELECT
AutoCAD SHX Text
POWER PEDESTAL SEE ELECT
AutoCAD SHX Text
FLAG LIGHT
AutoCAD SHX Text
FLAG LIGHT
AutoCAD SHX Text
FLAG LIGHT
AutoCAD SHX Text
CONST ADA PARKING SIGN (VAN) 9/C501
AutoCAD SHX Text
CONST ADA PARKING SIGN (VAN) 9/C501
AutoCAD SHX Text
CONST CONCRETE PAVING T=4" 4/C501
AutoCAD SHX Text
CONST 4" WHITE STRIPING TYP
AutoCAD SHX Text
CONST ADA STRIPING 8/C501
AutoCAD SHX Text Existing Catch Basin Sump Grate=4993.54 Fl=4985.94
AutoCAD SHX Text
EXIST. CONCRETE RETAINING WALL
AutoCAD SHX Text
ADA ROUTE
AutoCAD SHX Text
ADA ROUTE
AutoCAD SHX Text
ADA ROUTE
AutoCAD SHX Text
POWER PEDESTAL SEE ELECT
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
CONST. CONCRETE PAVING T=4" 4/C501
AutoCAD SHX Text
CONST. CONCRETE PAVING T=4" 4/C501
AutoCAD SHX Text
EXPANSION JOINTS TYP.
AutoCAD SHX Text
CONTRACTION JOINTS TYP.
AutoCAD SHX Text
CONST METAL EDGING
AutoCAD SHX Text
CONST METAL EDGING
AutoCAD SHX Text 22N511
AutoCAD SHX Text 18 May, 2023
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text 47 South Main Street Tooele City, Tooele County, Utah A part of Section 28, T3S. R4W, SLB&M, U.S. Survey
AutoCAD SHX Text Tooele Landscape Redesign
AutoCAD SHX Text C101
AutoCAD SHX Text General Site Notes: 1. Stalls designated as handicap will require a painted handicap symbol and sign. (See Details) 2. Fire lane markings and signs to be installed as directed by the Fire Marshall. 3. Aisle markings, directional arrows and stop bars will be painted at each driveway as shown on the plans. 4. Building sidewalks, ramps, and bollards are building contractor responsible items. See architectural plans. 5. All dimensions are to back of curb unless otherwise noted.
AutoCAD SHX Text and the engineer harmless from any and all liability, real or alleged, in connection with
AutoCAD SHX Text normal working hours; and that the contractor shall defend, indemnify, and hold the owner
AutoCAD SHX Text persons and property: that this requirement shall apply continuously and not be limited to
AutoCAD SHX Text The Contractor agrees that he shall assume sole and complete responsibility for job site
AutoCAD SHX Text the performance of work on this project, excepting for liability arising from the sole
AutoCAD SHX Text conditions during the course of construction of this project, including safety of all
AutoCAD SHX Text
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
AutoCAD SHX Text negligence of the owner or the engineer.
AutoCAD SHX Text
ALL CONSTRUCTION TO CONFORM TO CITY STANDARDS AND SPECIFICATIONS IN RIGHT OF WAY
AutoCAD SHX Text Phase 1 Enlarged Site Plan
AutoCAD SHX Text Electrical Manhole
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text
IW
AutoCAD SHX Text Irrigation Line
AutoCAD SHX Text Gas Line
AutoCAD SHX Text Culinary Water
AutoCAD SHX Text Sanitary Sewer
AutoCAD SHX Text Water Valve
AutoCAD SHX Text Exist. Water Valve
AutoCAD SHX Text Water Manhole
AutoCAD SHX Text Storm Drain Manhole
AutoCAD SHX Text San. Sewer Manhole
AutoCAD SHX Text Power pole
AutoCAD SHX Text Power pole w/guy
AutoCAD SHX Text Fence
AutoCAD SHX Text Flowline of ditch
AutoCAD SHX Text Overhead Power line
AutoCAD SHX Text Corrugated Metal Pipe
AutoCAD SHX Text Reinforced Concrete Pipe
AutoCAD SHX Text
CMP
AutoCAD SHX Text
RCP
AutoCAD SHX Text Storm Drain
AutoCAD SHX Text
SD
AutoCAD SHX Text Ductile Iron
AutoCAD SHX Text
DI
AutoCAD SHX Text Top of Walk
AutoCAD SHX Text
TW
AutoCAD SHX Text Top of Wall
AutoCAD SHX Text
TWL
AutoCAD SHX Text Top of Curb
AutoCAD SHX Text
TC
AutoCAD SHX Text Edge of Asphalt
AutoCAD SHX Text
EA
AutoCAD SHX Text Top of Asphalt
AutoCAD SHX Text Centerline
AutoCAD SHX Text Flowline
AutoCAD SHX Text
TA
AutoCAD SHX Text
CL
AutoCAD SHX Text
FL
AutoCAD SHX Text Top of Concrete
AutoCAD SHX Text
TCN
AutoCAD SHX Text
PVC
AutoCAD SHX Text Polyvinyl Chloride
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text Legend
AutoCAD SHX Text E
AutoCAD SHX Text
SD
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text Catch Basins
AutoCAD SHX Text Exist. Fire Hydrant
AutoCAD SHX Text Fire Hydrant
AutoCAD SHX Text
95.72TA
AutoCAD SHX Text
95.33TA
AutoCAD SHX Text Exist. Grade
AutoCAD SHX Text Finish Grade
AutoCAD SHX Text Finish Contour
AutoCAD SHX Text Exist. Contour
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Ridge Line
AutoCAD SHX Text R
AutoCAD SHX Text Fire Line
AutoCAD SHX Text Power Line
AutoCAD SHX Text Telephone Line
AutoCAD SHX Text Secondary Waterline
AutoCAD SHX Text F
AutoCAD SHX Text P
AutoCAD SHX Text
SW
AutoCAD SHX Text T
AutoCAD SHX Text Land Drain
AutoCAD SHX Text
LD
AutoCAD SHX Text Light Pole
AutoCAD SHX Text (Note: All Items may not appear on drawing)
AutoCAD SHX Text Direction of Flow
AutoCAD SHX Text Existing Asphalt
AutoCAD SHX Text New Asphalt
AutoCAD SHX Text Heavy Duty Asphalt
AutoCAD SHX Text Concrete
AutoCAD SHX Text Spill
AutoCAD SHX Text Curb & Gutter
AutoCAD SHX Text Concrete Pipe
AutoCAD SHX Text
CP
AutoCAD SHX Text
FF
AutoCAD SHX Text Finish Floor
AutoCAD SHX Text
OHP
AutoCAD SHX Text Natural Ground
AutoCAD SHX Text
NG
AutoCAD SHX Text Finish Grade
AutoCAD SHX Text
FG
AutoCAD SHX Text Demo Tree
AutoCAD SHX Text FIre Department Connection
AutoCAD SHX Text
FDC
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Scale: 1" = 10'
AutoCAD SHX Text Graphic Scale u
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AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text G
AutoCAD SHX Text Existing SSMH RIM=4997.85
AutoCAD SHX Text Existing Catch Basin Sump Grate=4997.86 Fl=4993.06
AutoCAD SHX Text Existing Catch Basin Sump Grate=4999.59 Fl=4993.24
AutoCAD SHX Text Existing Vertical Pipe
AutoCAD SHX Text Existing Catch Basin Grate=4995.19
AutoCAD SHX Text Existing Catch Basin Grate=5000.11 FL=4999.11
AutoCAD SHX Text Existing (2) Sewer Cleanout Boxes
AutoCAD SHX Text Existing SSMH Rim= 5001.65 Fl= 4998.60
AutoCAD SHX Text Existing Grease Trap
AutoCAD SHX Text Existing 4" SD
AutoCAD SHX Text Main Street
AutoCAD SHX Text
EB
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
EB
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
EB
AutoCAD SHX Text
AutoCAD SHX Text
EM
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text Existing (2) Drain Manholes
AutoCAD SHX Text Existing Building
AutoCAD SHX Text Ex Shed
AutoCAD SHX Text
IB
AutoCAD SHX Text W
AutoCAD SHX Text
IB
AutoCAD SHX Text
WM
AutoCAD SHX Text Existing Roof Drain Cleanout
AutoCAD SHX Text Existing Comms. Manhole
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text Existing Building
AutoCAD SHX Text Existing Building
AutoCAD SHX Text N 89%%12703'45" W
AutoCAD SHX Text 50.00'
AutoCAD SHX Text N 89 03'45" W 160.00'
AutoCAD SHX Text S 00%%12756'15" W
AutoCAD SHX Text 66.00'
AutoCAD SHX Text N 00 56'15" E 168.96'
AutoCAD SHX Text N 00 56'15" E 356.00'
AutoCAD SHX Text 69.96'
AutoCAD SHX Text S 89%%12703'45" E
AutoCAD SHX Text 16.50'
AutoCAD SHX Text N 00%%12756'15" E
AutoCAD SHX Text 36.04'
AutoCAD SHX Text S 89 03'45" E 354.46'
AutoCAD SHX Text
CO
AutoCAD SHX Text
GM
AutoCAD SHX Text Main Street
AutoCAD SHX Text
EB
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text 320.00'
AutoCAD SHX Text 20.00'
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text Tooele County Admin.
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text Existing Catch Basin Sump Grate=4993.54 Fl=4985.94
AutoCAD SHX Text 22N511
AutoCAD SHX Text 18 May, 2023
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text 47 South Main Street Tooele City, Tooele County, Utah A part of Section 28, T3S. R4W, SLB&M, U.S. Survey
AutoCAD SHX Text Tooele Landscape Redesign
AutoCAD SHX Text C200
AutoCAD SHX Text Phase 1 Overall Grading Plan
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AutoCAD SHX Text Scale: 1" = 20'
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AutoCAD SHX Text Graphic Scale
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AutoCAD SHX Text Electrical Manhole
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text G
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IW
AutoCAD SHX Text Irrigation Line
AutoCAD SHX Text Gas Line
AutoCAD SHX Text Culinary Water
AutoCAD SHX Text Sanitary Sewer
AutoCAD SHX Text Water Valve
AutoCAD SHX Text Exist. Water Valve
AutoCAD SHX Text Water Manhole
AutoCAD SHX Text Storm Drain Manhole
AutoCAD SHX Text San. Sewer Manhole
AutoCAD SHX Text Power pole
AutoCAD SHX Text Power pole w/guy
AutoCAD SHX Text Fence
AutoCAD SHX Text Flowline of ditch
AutoCAD SHX Text Overhead Power line
AutoCAD SHX Text Corrugated Metal Pipe
AutoCAD SHX Text Reinforced Concrete Pipe
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CMP
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RCP
AutoCAD SHX Text Storm Drain
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SD
AutoCAD SHX Text Ductile Iron
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DI
AutoCAD SHX Text Top of Walk
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TW
AutoCAD SHX Text Top of Wall
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TWL
AutoCAD SHX Text Top of Curb
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TC
AutoCAD SHX Text Edge of Asphalt
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EA
AutoCAD SHX Text Top of Asphalt
AutoCAD SHX Text Centerline
AutoCAD SHX Text Flowline
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TA
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CL
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FL
AutoCAD SHX Text Top of Concrete
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TCN
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PVC
AutoCAD SHX Text Polyvinyl Chloride
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text x
AutoCAD SHX Text Legend
AutoCAD SHX Text E
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SD
AutoCAD SHX Text W
AutoCAD SHX Text S
AutoCAD SHX Text Catch Basins
AutoCAD SHX Text Exist. Fire Hydrant
AutoCAD SHX Text Fire Hydrant
AutoCAD SHX Text
95.72TA
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95.33TA
AutoCAD SHX Text Exist. Grade
AutoCAD SHX Text Finish Grade
AutoCAD SHX Text Finish Contour
AutoCAD SHX Text Exist. Contour
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AutoCAD SHX Text Ridge Line
AutoCAD SHX Text R
AutoCAD SHX Text Fire Line
AutoCAD SHX Text Power Line
AutoCAD SHX Text Telephone Line
AutoCAD SHX Text Secondary Waterline
AutoCAD SHX Text F
AutoCAD SHX Text P
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SW
AutoCAD SHX Text T
AutoCAD SHX Text Land Drain
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LD
AutoCAD SHX Text Light Pole
AutoCAD SHX Text (Note: All Items may not appear on drawing)
AutoCAD SHX Text Direction of Flow
AutoCAD SHX Text Existing Asphalt
AutoCAD SHX Text New Asphalt
AutoCAD SHX Text Heavy Duty Asphalt
AutoCAD SHX Text Concrete
AutoCAD SHX Text Spill
AutoCAD SHX Text Curb & Gutter
AutoCAD SHX Text Concrete Pipe
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CP
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FF
AutoCAD SHX Text Finish Floor
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OHP
AutoCAD SHX Text Natural Ground
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NG
AutoCAD SHX Text Finish Grade
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FG
AutoCAD SHX Text Demo Tree
AutoCAD SHX Text FIre Department Connection
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FDC
AutoCAD SHX Text GENERAL GRADING NOTES: 1. All work shall be in accordance with the City Public Works Standard. All work shall be in accordance with the City Public Works Standard. 2. Cut slopes shall be no steeper than 2 horizontal to 1 vertical. Cut slopes shall be no steeper than 2 horizontal to 1 vertical. 3. Fill slopes shall be no steeper than 2 horizontal to 1 vertical. Fill slopes shall be no steeper than 2 horizontal to 1 vertical. 4. Fills shall be compacted per the recommendations of the geotechnical report prepared Fills shall be compacted per the recommendations of the geotechnical report prepared for the project and shall be certified by the geotechnical engineer. 5. Areas to receive fill shall be properly prepared and approved by the City inspector and Areas to receive fill shall be properly prepared and approved by the City inspector and geotechnical Engineer prior to placing fill. 6. Fills shall be benched into competent material as per specifications and geotechnical Fills shall be benched into competent material as per specifications and geotechnical report. 7. All trench backfill shall be tested and certified by the site geotechnical engineer per the All trench backfill shall be tested and certified by the site geotechnical engineer per the grading code. 8. A geotechnical engineer shall perform periodic inspections and submit a complete report A geotechnical engineer shall perform periodic inspections and submit a complete report and map upon completion of the rough grading. 9. The final compaction report and certification from the geotechnical engineer shall contain The final compaction report and certification from the geotechnical engineer shall contain the type of field testing performed. Each test shall be identified with the method of obtaining the in-place density, whether sand cone or drive ring and shall be so noted for each test. Sufficient maximum density determinations shall be performed to verify the accuracy of the maximum density curves used by the field technician. 10. Dust shall be controlled by watering. Dust shall be controlled by watering. 11. The location and protection of all utilities is the responsibility of the permitee. The location and protection of all utilities is the responsibility of the permitee. 12. Approved protective measures and temporary drainage provisions must be used to protect Approved protective measures and temporary drainage provisions must be used to protect adjoining properties during the grading project. 13. All public roadways must be cleared daily of all dirt, mud and debris deposited on them All public roadways must be cleared daily of all dirt, mud and debris deposited on them as a result of the grading operation. Cleaning is to be done to the satisfaction of the city engineer. 14. The site shall be cleared and grubbed of all vegetation and deleterious matter prior to The site shall be cleared and grubbed of all vegetation and deleterious matter prior to grading. 15. The contractor shall provide shoring in accordance with OSHA requirements for trench The contractor shall provide shoring in accordance with OSHA requirements for trench walls. 16. Aggregate base shall be compacted per the geotechnical report prepared for the project. Aggregate base shall be compacted per the geotechnical report prepared for the project. 17. Elevations shown on this plan are finish grades. Rough grades are the subgrades of the Elevations shown on this plan are finish grades. Rough grades are the subgrades of the improvements shown hereon. 18. As part of the construction documents, owner has provided contractor with a topographic As part of the construction documents, owner has provided contractor with a topographic survey performed by manual or aerial means. Such survey was prepared for project design purposes and is provided to the contractor as a courtesy. It is expressly understood that such survey may not accurately reflect existing topographic conditions. 19. Erosion Control: Protect all inlet boxes, catch basins, etc. with straw bales or other Erosion Control: Protect all inlet boxes, catch basins, etc. with straw bales or other approved method to strain the storm water during construction. Protect surrounding properties and streets from site runoff with sandbags and earth berms.
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