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352 East Riverside Drive, Suite A-2 St.

George, Utah 84790

Ph (435) 673-8586 Fx (435) 673-8397 www.racivil.com

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GEORGE WASHINGTON BLVD

VIRGIN RIVER

SAINT JAMES PARK

ST JAMES PLACE SUBDIVISION

EAGLES LANGING SUBDIVISION

ST. JAMES LANE

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VIRGIN RIVER

GEORGE WASHINGTON BLVD

PROJECT ENGINEER

OWNER/DEVELOPER/CONTACT

SHEET INDEX

GENERAL NOTES

GEOTECHNICAL ENGINEER

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PROJECT 26-296 - GEORGE WASHINGTON BLVD CONSTRUCTION - VIRGIN RIVER TO RIVER ROAD

LOCATED IN SECTIONS 6, 31, & 32, TOWNSHIPS 42 & 43 SOUTH, RANGE 15 WEST OF THE

SALT LAKE BASE AND MERIDIAN

CITY OF ST. GEORGE, WASHINGTON COUNTY, UTAH.

TAYLOR B DON II & LYNETTE

SG-5-2-32-320012

TAYLOR B DON II & LYNETTE

SG-5-2-32-320012

B & T PARTNERS LLC

SG-5-2-32-325

ST GEORGE CITY

SG-5-2-32-3105

ST GEORGE CITY

SG-5-2-32-3104

ST GEORGE CITY

SG-5-2-32-3106

ST GEORGE CITY

SG-5-2-32-3103

ST GEORGE CITY

SG-5-3-6-11011

ST GEORGE CITY

SG-5-2-31-2202

ST GEORGE CITY

SG-5-2-32-3113

ST GEORGE CITY

SG-5-2-32-2203

Jared W.

BatesP

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AutoCAD SHX Text 7/15/26

AutoCAD SHX Text 11138-25-008

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DMH

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JWB

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CONST. PLANS

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SCALE: 1"=200'

AutoCAD SHX Text NOTICE: EXISTING UTILITIES ARE SHOWN ON PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR SHOWN INCORRECTLY.

AutoCAD SHX Text THE DEVELOPER FOR THIS PROJECT IS CITY OF ST. GEORGE CONTACT: RICK SNYDER 61 S. MAIN ST. ST. GEORGE, UTAH 84770 (435) 627-4000

AutoCAD SHX Text THE ENGINEER FOR THIS PROJECT IS: ROSENBERG ASSOCIATES CONTACT: JARED BATES, P.E. 352 EAST RIVERSIDE DRIVE, SUITE A2 ST. GEORGE, UTAH 84790 (435) 673-8586

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1. THE CONTRACTOR IS REQUIRED TO CALL THE CITY FOR INSPECTION OF ALL IMPROVEMENTS RELATED TO THIS PROJECT. THE CONTRACTOR IS REQUIRED TO CALL THE CITY FOR INSPECTION OF ALL IMPROVEMENTS RELATED TO THIS PROJECT. 2. THE CONTRACTOR IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC THE CONTRACTOR IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC CONTRACTOR IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC CONTRACTOR IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC TO OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC AN ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC ENCROACHMENT PERMIT FOR ANY WORK DONE IN A PUBLIC PERMIT FOR ANY WORK DONE IN A PUBLIC PERMIT FOR ANY WORK DONE IN A PUBLIC FOR ANY WORK DONE IN A PUBLIC FOR ANY WORK DONE IN A PUBLIC ANY WORK DONE IN A PUBLIC ANY WORK DONE IN A PUBLIC WORK DONE IN A PUBLIC WORK DONE IN A PUBLIC DONE IN A PUBLIC DONE IN A PUBLIC IN A PUBLIC IN A PUBLIC A PUBLIC A PUBLIC PUBLIC PUBLIC RIGHT-OF-WAY. 3. ANY NECESSARY MODIFICATIONS SHALL BE APPROVED BY THE DESIGN ENGINEER AND CITY PRIOR TO CONSTRUCTION. ANY NECESSARY MODIFICATIONS SHALL BE APPROVED BY THE DESIGN ENGINEER AND CITY PRIOR TO CONSTRUCTION. 4. ALL WORK SHALL BE CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL ALL WORK SHALL BE CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL WORK SHALL BE CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL WORK SHALL BE CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL SHALL BE CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL SHALL BE CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL BE CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL BE CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL CONTAINED ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL ON THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL THE SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL SUBJECT SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL SITE ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL ONLY. NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL NO STOCKPILING OR CONSTRUCTION ACTIVITY SHALL STOCKPILING OR CONSTRUCTION ACTIVITY SHALL STOCKPILING OR CONSTRUCTION ACTIVITY SHALL OR CONSTRUCTION ACTIVITY SHALL OR CONSTRUCTION ACTIVITY SHALL CONSTRUCTION ACTIVITY SHALL CONSTRUCTION ACTIVITY SHALL ACTIVITY SHALL ACTIVITY SHALL SHALL SHALL OCCUR OFF OF THE APPROVED PROJECT AREA. 5. THE CONTRACTOR SHALL PROVIDE A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL PROVIDE A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES CONTRACTOR SHALL PROVIDE A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES CONTRACTOR SHALL PROVIDE A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES SHALL PROVIDE A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES SHALL PROVIDE A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES PROVIDE A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES PROVIDE A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES A TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES TEMPORARY TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES TRASH ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES ENCLOSURE ON SITE DURING ALL CONSTRUCTION ACTIVITIES ON SITE DURING ALL CONSTRUCTION ACTIVITIES ON SITE DURING ALL CONSTRUCTION ACTIVITIES SITE DURING ALL CONSTRUCTION ACTIVITIES SITE DURING ALL CONSTRUCTION ACTIVITIES DURING ALL CONSTRUCTION ACTIVITIES DURING ALL CONSTRUCTION ACTIVITIES ALL CONSTRUCTION ACTIVITIES ALL CONSTRUCTION ACTIVITIES CONSTRUCTION ACTIVITIES CONSTRUCTION ACTIVITIES ACTIVITIES ACTIVITIES TO CONTAIN DEBRIS AND PREVENT AIRBORNE LITTERING OFF SITE. 6. A WATER TRUCK SHALL BE USED ON SITE TO WET DOWN ALL EARTHWORK AND TO CONTROL AIRBORNE PARTICLES. A WATER TRUCK SHALL BE USED ON SITE TO WET DOWN ALL EARTHWORK AND TO CONTROL AIRBORNE PARTICLES. 7. UNLESS SHOWN OTHERWISE ON THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL UNLESS SHOWN OTHERWISE ON THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL SHOWN OTHERWISE ON THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL SHOWN OTHERWISE ON THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL OTHERWISE ON THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL OTHERWISE ON THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL ON THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL ON THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL THESE PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL PLANS OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL OR AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL INDICATED IN THE PROJECT CONTRACT DOCUMENTS, ALL IN THE PROJECT CONTRACT DOCUMENTS, ALL IN THE PROJECT CONTRACT DOCUMENTS, ALL THE PROJECT CONTRACT DOCUMENTS, ALL THE PROJECT CONTRACT DOCUMENTS, ALL PROJECT CONTRACT DOCUMENTS, ALL PROJECT CONTRACT DOCUMENTS, ALL CONTRACT DOCUMENTS, ALL CONTRACT DOCUMENTS, ALL DOCUMENTS, ALL DOCUMENTS, ALL ALL ALL CONSTRUCTION SHALL CONFORM TO "THE CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND SHALL CONFORM TO "THE CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND SHALL CONFORM TO "THE CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND CONFORM TO "THE CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND CONFORM TO "THE CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND TO "THE CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND TO "THE CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND "THE CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND "THE CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND CITY OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND OF ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND ST. GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND GEORGE STANDARD SPECIFICATIONS FOR DESIGN AND STANDARD SPECIFICATIONS FOR DESIGN AND STANDARD SPECIFICATIONS FOR DESIGN AND SPECIFICATIONS FOR DESIGN AND SPECIFICATIONS FOR DESIGN AND FOR DESIGN AND FOR DESIGN AND DESIGN AND DESIGN AND AND AND CONSTRUCTION", "THE INTERNATIONAL PLUMBING CODE" AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS "THE INTERNATIONAL PLUMBING CODE" AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS "THE INTERNATIONAL PLUMBING CODE" AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS INTERNATIONAL PLUMBING CODE" AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS INTERNATIONAL PLUMBING CODE" AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS PLUMBING CODE" AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS PLUMBING CODE" AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS CODE" AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS CODE" AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS AND "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS "THE INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS INTERNATIONAL BUILDING CODE" LATEST EDITIONS AS BUILDING CODE" LATEST EDITIONS AS BUILDING CODE" LATEST EDITIONS AS CODE" LATEST EDITIONS AS CODE" LATEST EDITIONS AS LATEST EDITIONS AS LATEST EDITIONS AS EDITIONS AS EDITIONS AS AS AS ADMINISTERED BY THE CITY OF ST. GEORGE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND SHALL BE RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND SHALL BE RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND BE RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND BE RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND RESPONSIBLE FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND FOR THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND THE LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND LOCATION OF AND PROTECTION OF ALL EXISTING UNDERGROUND OF AND PROTECTION OF ALL EXISTING UNDERGROUND OF AND PROTECTION OF ALL EXISTING UNDERGROUND AND PROTECTION OF ALL EXISTING UNDERGROUND AND PROTECTION OF ALL EXISTING UNDERGROUND PROTECTION OF ALL EXISTING UNDERGROUND PROTECTION OF ALL EXISTING UNDERGROUND OF ALL EXISTING UNDERGROUND OF ALL EXISTING UNDERGROUND ALL EXISTING UNDERGROUND ALL EXISTING UNDERGROUND EXISTING UNDERGROUND EXISTING UNDERGROUND UNDERGROUND UNDERGROUND UTILITIES DURING CONSTRUCTION. 9. ALL EXCAVATIONS AND GRADING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, ALL EXCAVATIONS AND GRADING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, EXCAVATIONS AND GRADING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, EXCAVATIONS AND GRADING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, AND GRADING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, AND GRADING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, GRADING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, GRADING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, BE IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, IN ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, ACCORDANCE WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, WITH THE REQUIREMENTS OF CITY OF ST. GEORGE, THE REQUIREMENTS OF CITY OF ST. GEORGE, THE REQUIREMENTS OF CITY OF ST. GEORGE, REQUIREMENTS OF CITY OF ST. GEORGE, REQUIREMENTS OF CITY OF ST. GEORGE, MENTS OF CITY OF ST. GEORGE, OF CITY OF ST. GEORGE, OF CITY OF ST. GEORGE, CITY OF ST. GEORGE, CITY OF ST. GEORGE, OF ST. GEORGE, OF ST. GEORGE, ST. GEORGE, ST. GEORGE, GEORGE, GEORGE, SPECIFICALLY APPENDIX "J" OF "THE INTERNATIONAL BUILDING CODE," LATEST EDITION. 10. PROJECTS SHALL INSTALL AN INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A PROJECTS SHALL INSTALL AN INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A SHALL INSTALL AN INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A SHALL INSTALL AN INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A INSTALL AN INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A INSTALL AN INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A AN INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A AN INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A INFORMATIONAL SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A SIGN ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A ON SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A SITE BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A BEFORE CONSTRUCTION START. THIS SIGN WILL HAVE A CONSTRUCTION START. THIS SIGN WILL HAVE A CONSTRUCTION START. THIS SIGN WILL HAVE A START. THIS SIGN WILL HAVE A START. THIS SIGN WILL HAVE A THIS SIGN WILL HAVE A THIS SIGN WILL HAVE A SIGN WILL HAVE A SIGN WILL HAVE A WILL HAVE A WILL HAVE A HAVE A HAVE A A A MINIMUM SIZE, PLACEMENT LOCATION AND CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING SIZE, PLACEMENT LOCATION AND CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING SIZE, PLACEMENT LOCATION AND CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING PLACEMENT LOCATION AND CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING PLACEMENT LOCATION AND CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING LOCATION AND CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING LOCATION AND CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING AND CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING AND CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING CONTENT INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING INFORMATION WITH THE COMPANY NAME, PHONE CONTACT & GRADING WITH THE COMPANY NAME, PHONE CONTACT & GRADING WITH THE COMPANY NAME, PHONE CONTACT & GRADING THE COMPANY NAME, PHONE CONTACT & GRADING THE COMPANY NAME, PHONE CONTACT & GRADING COMPANY NAME, PHONE CONTACT & GRADING COMPANY NAME, PHONE CONTACT & GRADING NAME, PHONE CONTACT & GRADING NAME, PHONE CONTACT & GRADING PHONE CONTACT & GRADING PHONE CONTACT & GRADING CONTACT & GRADING CONTACT & GRADING & GRADING & GRADING GRADING GRADING PERMIT NUMBER. 11. A MANDATORY PRE-CONSTRUCTION MEETING WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, A MANDATORY PRE-CONSTRUCTION MEETING WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, MANDATORY PRE-CONSTRUCTION MEETING WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, MANDATORY PRE-CONSTRUCTION MEETING WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, PRE-CONSTRUCTION MEETING WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, PRE-CONSTRUCTION MEETING WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, MEETING WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, MEETING WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, WILL BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, BE REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, REQUIRED ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, ON ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, ALL PROJECTS PRIOR TO ANY GRUBBING, GRADING, PROJECTS PRIOR TO ANY GRUBBING, GRADING, PROJECTS PRIOR TO ANY GRUBBING, GRADING, PRIOR TO ANY GRUBBING, GRADING, PRIOR TO ANY GRUBBING, GRADING, TO ANY GRUBBING, GRADING, TO ANY GRUBBING, GRADING, ANY GRUBBING, GRADING, ANY GRUBBING, GRADING, GRUBBING, GRADING, GRUBBING, GRADING, GRADING, GRADING, OR CONSTRUCTION ACTIVITIES. THE PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES CONSTRUCTION ACTIVITIES. THE PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES CONSTRUCTION ACTIVITIES. THE PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES ACTIVITIES. THE PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES ACTIVITIES. THE PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES THE PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES THE PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES THE PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES PERMIT HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES HOLDER WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES WILL BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES BE REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES REQUIRED TO NOTIFY ALL DEVELOPMENT SERVICES TO NOTIFY ALL DEVELOPMENT SERVICES TO NOTIFY ALL DEVELOPMENT SERVICES NOTIFY ALL DEVELOPMENT SERVICES NOTIFY ALL DEVELOPMENT SERVICES ALL DEVELOPMENT SERVICES ALL DEVELOPMENT SERVICES DEVELOPMENT SERVICES DEVELOPMENT SERVICES SERVICES SERVICES INSPECTORS. 12. ALL WORK AND MATERIALS SHALL MEET CITY OF ST. GEORGE STANDARDS.ALL WORK AND MATERIALS SHALL MEET CITY OF ST. GEORGE STANDARDS.

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AutoCAD SHX Text THE ENGINEER FOR THIS PROJECT IS: ROSENBERG ASSOCIATES CONTACT: DAVE BLACK, P.E. 352 EAST RIVERSIDE DRIVE, SUITE A2 ST. GEORGE, UT 84790 (435) 673-8586

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TIE INTO EXISTING ROAD

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RIGHT TURN LANE TO BE ADDED NEXT TO MAVERIK

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PROPOSED PEDESTRIAN OVERPASS

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SEWER ROAD PROFILES

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GEORGE WASHINGTON BLVD

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GEORGE WASHINGTON BLVD

Know what's below.

before you dig.Call

R LEGEND:

GEORGE WASHINGTON BLVD - 100' ROW (STA 5+00 - 22+00) GEORGE WASHINGTON BLVD - 79' ROW (STA 0+00 - 5+00)

TAYLOR B DON II & LYNETTE

SG-5-2-32-320012

TAYLOR B DON II & LYNETTE

SG-5-2-32-320012

B & T PARTNERS LLC

SG-5-2-32-325

RIVER ROAD INC LLC

SG-BLDR-2-11-PT-B

RIVER ROAD INC LLC

SG-BLDR-2-12-PT-A

HZ PROPS RE LTB

SG-BLDR-1-7-A

SHEFFCO LTD

SG-BLDR-2-10-A

ALTABANK DIVISION OF GLACIER BANK

SG-BLDR-1-8-A-1

FO

R

DESIGNED BY:

JOB NO.:

DATE:

D A

TE

CHECKED BY:

R

EV

IS

IO

N S

SHEET

DWG:

OF SHEETS

352 East Riverside Drive, Suite A-2 St.

George, Utah 84790

Ph (435) 673-8586 Fx (435) 673-8397 www.racivil.com

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BatesP

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AutoCAD SHX Text 49.00

AutoCAD SHX Text 62.00

AutoCAD SHX Text 62.00

AutoCAD SHX Text 68.00

AutoCAD SHX Text 67.00

AutoCAD SHX Text

79' PUBLIC STREET)

AutoCAD SHX Text

100' PUBLIC STREET)

AutoCAD SHX Text

100' PUBLIC STREET)

AutoCAD SHX Text

100' PUBLIC STREET)

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1"=60'

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text NOTICE: EXISTING UTILITIES ARE SHOWN ON PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR SHOWN INCORRECTLY.

AutoCAD SHX Text

25' DRIVEWAY ENTRANCE W/ CURB CUT

AutoCAD SHX Text

PROPOSED EROSION PROTECTION W/ 10.5' EASEMENT

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text

PROPOSED ASPHALT

AutoCAD SHX Text

PROPOSED CONCRETE

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text

6.5" ASPHALT

AutoCAD SHX Text 6' WIDE x 4" THICK CONCRETE SIDEWALK OVER 4" MIN. ROADBASE (TYP)

AutoCAD SHX Text

HB30-7 CURBING PER CITY STANDARD DWG. NO. 100 (TYPICAL)

AutoCAD SHX Text 6'

AutoCAD SHX Text 33.5'

AutoCAD SHX Text 100'

AutoCAD SHX Text 8.5'

AutoCAD SHX Text 67'

AutoCAD SHX Text 8.5'

AutoCAD SHX Text 33.5'

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.30

AutoCAD SHX Text -0.67

AutoCAD SHX Text 0.00

AutoCAD SHX Text -0.30

AutoCAD SHX Text -0.67

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text 6'

AutoCAD SHX Text -0.18

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.18

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text

10" TYPE II ROAD BASE

AutoCAD SHX Text

6.5" ASPHALT

AutoCAD SHX Text 6' WIDE x 4" THICK CONCRETE SIDEWALK OVER 4" MIN. ROADBASE (TYP)

AutoCAD SHX Text

HB30-7 CURBING PER CITY STANDARD DWG. NO. 100 (TYPICAL)

AutoCAD SHX Text 6'

AutoCAD SHX Text 31'

AutoCAD SHX Text 79'

AutoCAD SHX Text 8.5'

AutoCAD SHX Text 62'

AutoCAD SHX Text 8.5'

AutoCAD SHX Text 31'

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.25

AutoCAD SHX Text -0.62

AutoCAD SHX Text 0.00

AutoCAD SHX Text -0.25

AutoCAD SHX Text -0.62

AutoCAD SHX Text 6'

AutoCAD SHX Text -0.13

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.13

AutoCAD SHX Text

12" TYPE I SUB-BASE

AutoCAD SHX Text

10" TYPE II ROAD BASE

AutoCAD SHX Text

12" TYPE I SUB-BASE

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

EXISTING CURB & SIDEWALK TO BE MOVED BACK 13'

AutoCAD SHX Text

25' DRIVEWAY ENTRANCE W/ CURB CUT

AutoCAD SHX Text

TIE INTO EXISTING ROAD

AutoCAD SHX Text

EXISTING GATES

AutoCAD SHX Text

FARM EQUIPMENT ACCESS

AutoCAD SHX Text

245' 4-STRAND WIRE FENCE

AutoCAD SHX Text

STEEL FENCE 868'

AutoCAD SHX Text

FARM EQUIPMENT ACCESS 2-16' METAL GATES

AutoCAD SHX Text

STEEL FENCE TIE-INS

AutoCAD SHX Text

FARM EQUIPMENT ACCESS 2-16' METAL GATES

AutoCAD SHX Text

206' 4-STRAND WIRE FENCE

AutoCAD SHX Text

ADA RAMP

AutoCAD SHX Text

ADA RAMP

AutoCAD SHX Text

ADA RAMP

AutoCAD SHX Text

REPLACE ADA RAMP

AutoCAD SHX Text

CURB CUT FOR FARM ACCESS

AutoCAD SHX Text

CURB CUT FOR FARM ACCESS

AutoCAD SHX Text

STEEL FENCE 178'

AutoCAD SHX Text

622' BARBED WIRE FENCE

AutoCAD SHX Text

FARM EQUIPMENT ACCESS 2-16' METAL GATES

AutoCAD SHX Text

CONSTRUCTION EASEMENT

AutoCAD SHX Text

CONSTRUCTION EASEMENT

AutoCAD SHX Text

15' UTILITY EASEMENT

AutoCAD SHX Text

15' UTILITY EASEMENT

AutoCAD SHX Text 7/15/26

AutoCAD SHX Text 11138-25-008

AutoCAD SHX Text

DMH

AutoCAD SHX Text

JWB

AutoCAD SHX Text

CONST. PLANS

AutoCAD SHX Text

AutoCAD SHX Text

MOVE EXISTING STOP SIGN BEHIND NEW SIDEWALK

G

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R G

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D

Know what's below.

before you dig.Call

R

LEGEND:

GEORGE WASHINGTON BLVD - 59' ROAD SECTION (STA 22+00 - 45+00)

ASPHALT TRAIL - TYPICAL SECTION

REINFORCED ASPHALT TRAIL - TYPICAL SECTION

TAYLOR B ODN II & LYNETTE

SG-5-2-32-320012

ST GEORGE CITY

SG-5-2-32-3105

ST GEORGE CITY

SG-5-2-32-3104

ST GEORGE CITY

SG-5-2-32-3103

A C2.1

TAYLOR B ODN II & LYNETTE

SG-5-2-32-320012

A C2.1

B C2.1

GEORGE WASHINGTON BLVD - 100' ROW (STA 5+00 - 22+00)

FO

R

DESIGNED BY:

JOB NO.:

DATE:

D A

TE

CHECKED BY:

R

EV

IS

IO

N S

SHEET

DWG:

OF SHEETS

352 East Riverside Drive, Suite A-2 St.

George, Utah 84790

Ph (435) 673-8586 Fx (435) 673-8397 www.racivil.com

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Jared W.

BatesP

R O

F

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S I ONAL ENG

I N E

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A

T E O F U

T A

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. 78868

AutoCAD SHX Text 67.00

AutoCAD SHX Text 54.00

AutoCAD SHX Text 67.00

AutoCAD SHX Text 54.00

AutoCAD SHX Text 10.00

AutoCAD SHX Text 10.00

AutoCAD SHX Text 10.00

AutoCAD SHX Text

100' PUBLIC STREET)

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

PROPOSED EROSION PROTECTION W/ 10.5' EASEMENT

AutoCAD SHX Text

EXISTING EROSION PROTECTION

AutoCAD SHX Text

DETENTION BASIN

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1"=60'

AutoCAD SHX Text NOTICE: EXISTING UTILITIES ARE SHOWN ON PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR SHOWN INCORRECTLY.

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text

PROPOSED ASPHALT

AutoCAD SHX Text

PROPOSED CONCRETE

AutoCAD SHX Text 2%

AutoCAD SHX Text

10" TYPE II ROAD BASE

AutoCAD SHX Text

6.5" ASPHALT

AutoCAD SHX Text

HB30-7 CURBING PER CITY STANDARD DWG. NO. 100 (TYPICAL)

AutoCAD SHX Text 27'

AutoCAD SHX Text 54'

AutoCAD SHX Text 27'

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.17

AutoCAD SHX Text -0.54

AutoCAD SHX Text 0.00

AutoCAD SHX Text -0.17

AutoCAD SHX Text -0.54

AutoCAD SHX Text

12" TYPE I SUB-BASE

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text 59'

AutoCAD SHX Text

ROAD TRANSITION FROM 67' TO 54'

AutoCAD SHX Text PROPOSED PEDESTRIAN OVERPASS (SEE SHEET C3.5 FOR TRAIL PLAN & PROFILE & SHEET BR1 FOR BRIDGE DETAILS)

AutoCAD SHX Text

PROPOSED TRAIL IMPROVEMENTS

AutoCAD SHX Text

PROPOSED TRAIL IMPROVEMENTS

AutoCAD SHX Text

25' DRIVEWAY ENTRANCE W/ CURB CUT

AutoCAD SHX Text

25' DRIVEWAY ENTRANCE W/ CURB CUT

AutoCAD SHX Text

25' DRIVEWAY ENTRANCE W/ CURB CUT

AutoCAD SHX Text

25' DRIVEWAY ENTRANCE W/ CURB CUT

AutoCAD SHX Text

STEEL FENCE 684'

AutoCAD SHX Text

STEEL FENCE 625'

AutoCAD SHX Text

FARM EQUIPMENT ACCESS 2-12' METAL GATES

AutoCAD SHX Text

FARM EQUIPMENT ACCESS 2-12' METAL GATES

AutoCAD SHX Text

STEEL FENCE 284'

AutoCAD SHX Text

STEEL FENCE 319'

AutoCAD SHX Text

PROPOSED EROSION PROTECTION

AutoCAD SHX Text

CONSTRUCTION EASEMENT

AutoCAD SHX Text

CONSTRUCTION EASEMENT

AutoCAD SHX Text 10'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text

12" VOIDLESS ASPHALT MIX

AutoCAD SHX Text

34" ROADBASE (95% COMPACTION)

AutoCAD SHX Text

6H:1V MAX SLOPE

AutoCAD SHX Text

18" MIN. OVER EXCAVATION (95% COMPACTION)

AutoCAD SHX Text 2%

AutoCAD SHX Text

3:1 MAX

AutoCAD SHX Text

3:1 MAX

AutoCAD SHX Text

3:1 MAX

AutoCAD SHX Text

3:1 MAX

AutoCAD SHX Text

SCARIFY AND RECOMPACT (90% COMPACTION)

AutoCAD SHX Text

GEOGRID (TENSAR NX650 OR EQUIVALENT)

AutoCAD SHX Text

2" ANGULAR WASHED ROCK

AutoCAD SHX Text

6" MIN. OVER EXCAVATION (95% COMPACTION)

AutoCAD SHX Text

12" VOIDLESS ASPHALT MIX

AutoCAD SHX Text

34" ROADBASE (95% COMPACTION)

AutoCAD SHX Text

6H:1V MAX SLOPE

AutoCAD SHX Text

3H:1V SLOPE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text 2%

AutoCAD SHX Text

3H:1V SLOPE

AutoCAD SHX Text

EXISTING ROCK RIP-RAP EROSION PROTECTION

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

REINFORCED ASPHALT TRAIL

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text

6.5" ASPHALT

AutoCAD SHX Text 6' WIDE x 4" THICK CONCRETE SIDEWALK OVER 4" MIN. ROADBASE (TYP)

AutoCAD SHX Text

HB30-7 CURBING PER CITY STANDARD DWG. NO. 100 (TYPICAL)

AutoCAD SHX Text 6'

AutoCAD SHX Text 33.5'

AutoCAD SHX Text 100'

AutoCAD SHX Text 8.5'

AutoCAD SHX Text 67'

AutoCAD SHX Text 8.5'

AutoCAD SHX Text 33.5'

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.30

AutoCAD SHX Text -0.67

AutoCAD SHX Text 0.00

AutoCAD SHX Text -0.30

AutoCAD SHX Text -0.67

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text 6'

AutoCAD SHX Text -0.18

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.18

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

10" TYPE II ROAD BASE

AutoCAD SHX Text

12" TYPE I SUB-BASE

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

15' UTILITY EASEMENT

AutoCAD SHX Text 7/15/26

AutoCAD SHX Text 11138-25-008

AutoCAD SHX Text

DMH

AutoCAD SHX Text

JWB

AutoCAD SHX Text

CONST. PLANS

AutoCAD SHX Text

R G

E W A

SH

IN

G

TO

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LV

D

GEORGE WASHINGTON BLVD

Know what's below.

before you dig.Call

R

LEGEND:

GEORGE WASHINGTON BLVD - 72' ROAD SECTION (STA 45+00 - 55+00)

ST GEORGE CITY

SG-5-2-32-3105

ST GEORGE CITY

SG-5-3-6-11011

GLENDENNINGS S DOUGLAS

& GRETCHEN G TRS

SG-SJP-5-89

GLENDENNINGS S DOUGLAS

& GRETCHEN G TRS

SG-SJP-5-88

SANDERSON ERIC M & JOAN L TRS

SG-SJP-5-90

GLENDENNINGS S DOUGLAS

& GRETCHEN G TRS

SG-SJP-5-87 GLENDENNINGS S DOUGLAS

& GRETCHEN G TRS

SG-SJP-5-86

QUAD D PROPERTIES LLC

SG-SJP-5-85-A

GUARD HOLLY

H TRUSTEE

SG-SJP-5-83-A

SEEGMILLER DIANNE N

& MICHAEL B

SG-SJP-5-82

TROPE JAMES GEORGE

SG-SJP-5-81

A C2.1

VIRGIN RIVER

GEORGE WASHINGTON BLVD - 59' ROAD SECTION (STA 22+00 - 45+00)

END OF ROAD MARKERS

FO

R

DESIGNED BY:

JOB NO.:

DATE:

D A

TE

CHECKED BY:

R

EV

IS

IO

N S

SHEET

DWG:

OF SHEETS

352 East Riverside Drive, Suite A-2 St.

George, Utah 84790

Ph (435) 673-8586 Fx (435) 673-8397 www.racivil.com

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C2.2

C

EP2

Jared W.

BatesP

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S I ONAL ENG

I N E

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AutoCAD SHX Text 54.00

AutoCAD SHX Text 67.00

AutoCAD SHX Text 67.00

AutoCAD SHX Text 11.00

AutoCAD SHX Text 10.00

AutoCAD SHX Text 10.00

AutoCAD SHX Text 54.00

AutoCAD SHX Text

100' PUBLIC STREET)

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

EXISTING EROSION PROTECTION

AutoCAD SHX Text

DETENTION BASIN

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1"=60'

AutoCAD SHX Text NOTICE: EXISTING UTILITIES ARE SHOWN ON PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR SHOWN INCORRECTLY.

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text

PROPOSED ASPHALT

AutoCAD SHX Text

PROPOSED CONCRETE

AutoCAD SHX Text 2%

AutoCAD SHX Text

10" TYPE II ROAD BASE

AutoCAD SHX Text

6.5" ASPHALT

AutoCAD SHX Text

HB30-7 CURBING PER CITY STANDARD DWG. NO. 100 (TYPICAL)

AutoCAD SHX Text 33.5'

AutoCAD SHX Text 67'

AutoCAD SHX Text 33.5

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.30

AutoCAD SHX Text -0.67

AutoCAD SHX Text 0.00

AutoCAD SHX Text -0.30

AutoCAD SHX Text -0.67

AutoCAD SHX Text

12" TYPE I SUB-BASE

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text 72'

AutoCAD SHX Text

PROPOSED TRAIL IMPROVEMENTS

AutoCAD SHX Text

ROAD TRANSITION FROM 67' TO 54'

AutoCAD SHX Text TIE INTO EXISTING TRAIL (CONTRACTOR TO FIELD VERIFY CONNECTION LOCATION W/ ENGINEER PRIOR TO CONSTRUCTION (TYP.)

AutoCAD SHX Text

TIE INTO EXISTING TRAIL

AutoCAD SHX Text

PROPOSED EROSION PROTECTION

AutoCAD SHX Text

EXISTING EROSION PROTECTION

AutoCAD SHX Text TIE INTO EXISTING TRAIL (CONTRACTOR TO FIELD VERIFY CONNECTION LOCATION W/ ENGINEER PRIOR TO CONSTRUCTION (TYP.)

AutoCAD SHX Text 2%

AutoCAD SHX Text

10" TYPE II ROAD BASE

AutoCAD SHX Text

6.5" ASPHALT

AutoCAD SHX Text

HB30-7 CURBING PER CITY STANDARD DWG. NO. 100 (TYPICAL)

AutoCAD SHX Text 27'

AutoCAD SHX Text 54'

AutoCAD SHX Text 27'

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.17

AutoCAD SHX Text -0.54

AutoCAD SHX Text 0.00

AutoCAD SHX Text -0.17

AutoCAD SHX Text -0.54

AutoCAD SHX Text

12" TYPE I SUB-BASE

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text 59'

AutoCAD SHX Text

5' MIN.

AutoCAD SHX Text END OF ROAD SIGNS TO BE PLACED AT LOCATION SHOWN. 2" GALVANIZED POST AS PER CITY OF ST. GEORGE DRAWING STANDARDS

AutoCAD SHX Text

MUTCD OM4-2 END OF ROAD MARKER

AutoCAD SHX Text

FUTURE PARKING LOT ENTRANCE

AutoCAD SHX Text

ADA RAMP

AutoCAD SHX Text

INSTALL END OF ROAD MARKERS (3 REQUIRED)

AutoCAD SHX Text 7/15/26

AutoCAD SHX Text 11138-25-008

AutoCAD SHX Text

DMH

AutoCAD SHX Text

JWB

AutoCAD SHX Text

CONST. PLANS

AutoCAD SHX Text

Know what's below.

before you dig.Call

R

LEGEND:

GLENDENNINGS S DOUGLAS

& GRETCHEN G TRS

SG-SJP-5-89

GLENDENNINGS S DOUGLAS

& GRETCHEN G TRS

SG-SJP-5-88

SANDERSON ERIC M & JOAN L TRS

SG-SJP-5-90

PETERSON WILLIAM C &

LISA DAWN NEWBY TRS

SG-SJP-5-91

LEMS LOIS M TR

SG-SJP-5-92

A C2.1

B C2.1

ST GEORGE CITY

SG-5-3-6-11011

VIRGIN RIVER

GEORGE WASHINGTON BLVD - 72' ROAD SECTION (STA 45+00 - 55+00)

FO

R

DESIGNED BY:

JOB NO.:

DATE:

D A

TE

CHECKED BY:

R

EV

IS

IO

N S

SHEET

DWG:

OF SHEETS

352 East Riverside Drive, Suite A-2 St.

George, Utah 84790

Ph (435) 673-8586 Fx (435) 673-8397 www.racivil.com

SI

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C2.3END OF ROAD MARKERS

Jared W.

BatesP

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S I ONAL ENG

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C

EP2

AutoCAD SHX Text 67.00

AutoCAD SHX Text 67.00

AutoCAD SHX Text 67.00

AutoCAD SHX Text 66.00

AutoCAD SHX Text 11.00

AutoCAD SHX Text 10.00

AutoCAD SHX Text 10.00

AutoCAD SHX Text

100' PUBLIC STREET)

AutoCAD SHX Text 10.00

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

AutoCAD SHX Text

SCALE: 1"=60'

AutoCAD SHX Text NOTICE: EXISTING UTILITIES ARE SHOWN ON PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR SHOWN INCORRECTLY.

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text

PROPOSED ASPHALT

AutoCAD SHX Text

PROPOSED CONCRETE

AutoCAD SHX Text

TIE INTO EXISTING BRIDGE/ROAD DESIGN

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

FUTURE PARKING LOT ENTRANCE

AutoCAD SHX Text

EXISTING EROSION PROTECTION

AutoCAD SHX Text

EXISTING EROSION PROTECTION

AutoCAD SHX Text

DETENTION BASIN

AutoCAD SHX Text

DETENTION BASIN

AutoCAD SHX Text

PROPOSED TRAIL IMPROVEMENTS

AutoCAD SHX Text

TIE INTO EXISTING TRAIL

AutoCAD SHX Text

PROPOSED EROSION PROTECTION

AutoCAD SHX Text TIE INTO EXISTING TRAIL (CONTRACTOR TO FIELD VERIFY CONNECTION LOCATION W/ ENGINEER PRIOR TO CONSTRUCTION (TYP.)

AutoCAD SHX Text TIE INTO EXISTING TRAIL (CONTRACTOR TO FIELD VERIFY CONNECTION LOCATION W/ ENGINEER PRIOR TO CONSTRUCTION (TYP.)

AutoCAD SHX Text

ADA RAMP

AutoCAD SHX Text

REINFORCED ASPHALT TRAIL

AutoCAD SHX Text 2%

AutoCAD SHX Text

10" TYPE II ROAD BASE

AutoCAD SHX Text

6.5" ASPHALT

AutoCAD SHX Text

HB30-7 CURBING PER CITY STANDARD DWG. NO. 100 (TYPICAL)

AutoCAD SHX Text 33.5'

AutoCAD SHX Text 67'

AutoCAD SHX Text 33.5

AutoCAD SHX Text 2%

AutoCAD SHX Text -0.30

AutoCAD SHX Text -0.67

AutoCAD SHX Text 0.00

AutoCAD SHX Text -0.30

AutoCAD SHX Text -0.67

AutoCAD SHX Text

12" TYPE I SUB-BASE

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text 72'

AutoCAD SHX Text

INSTALL END OF ROAD MARKERS (3 REQUIRED)

AutoCAD SHX Text 7/15/26

AutoCAD SHX Text 11138-25-008

AutoCAD SHX Text

DMH

AutoCAD SHX Text

JWB

AutoCAD SHX Text

CONST. PLANS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

5' MIN.

AutoCAD SHX Text END OF ROAD SIGNS TO BE PLACED AT LOCATION SHOWN. 2" GALVANIZED POST AS PER CITY OF ST. GEORGE DRAWING STANDARDS

MUTCD OM4-2 END OF ROAD MARKER

54"

MIN

RETRACTABLE

HANDLE

12.0"

MIN

14.0"

MIN*

GRADE

KEY HOLE

8 58"

6 5 16"

42 38"

DRAIN

HOLE

DRAIN

ROCK

DRAIN

ROCK

C O

N C

R

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4 12"

OD

8"

WALL

35 58"

NO KEY REQUIRED TO RAISE

KEY REQUIRED TO LOWER

DRAIN

HOLE

12.0"

C O

N C

R

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SET TOP EDGE OF RECEIVER APPROX.

4" ABOVE GRADE, BUILD A BERM

AROUND THE EDGE TO REDUCE THE

POSSIBILITY OF GROUND WATER

GETTING INTO THE RECEIVER.

Jared W.

BatesP

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DESIGNED BY:

JOB NO.:

DATE:

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SHEET

DWG:

OF SHEETS

352 East Riverside Drive, Suite A-2 St.

George, Utah 84790

Ph (435) 673-8586 Fx (435) 673-8397 www.racivil.com

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C2.4

GEORGE WASHINGTON BLVD

VIRGIN RIVER

SAINT JAMES PARK

ST JAMES PLACE SUBDIVISION

EAGLES LANGING SUBDIVISION

ST. JAMES LANE

VIRGIN RIVER

GEORGE WASHINGTON BLVD

TAYLOR B ODN II & LYNETTE

SG-5-2-32-320012

TAYLOR B ODN II & LYNETTE

SG-5-2-32-320012

B & T PARTNERS LLC

SG-5-2-32-325

ST GEORGE CITY

SG-5-2-32-3105

ST GEORGE CITY

SG-5-2-32-3104

ST GEORGE CITY

SG-5-2-32-3106

ST GEORGE CITY

SG-5-2-32-3103

ST GEORGE CITY

SG-5-3-6-11011

ST GEORGE CITY

SG-5-2-31-2202

ST GEORGE CITY

SG-5-2-32-3113

INTERSECTION SIGN

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CURVE SIGN

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AutoCAD SHX Text 11138-25-008

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DMH

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JWB

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CONST. PLANS

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RETRACTABLE BOLLARD

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AutoCAD SHX Text 150'

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LEFT CURVE SIGN

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Know what's below.

before you dig.Call

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EARTHWORK VOLUMES:

STORM DRAIN EXPANDED VIEW

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DESIGNED BY:

JOB NO.:

DATE:

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CHECKED BY:

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SHEET

DWG:

OF SHEETS

352 East Riverside Drive, Suite A-2 St.

George, Utah 84790

Ph (435) 673-8586 Fx (435) 673-8397 www.racivil.com

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GRADING NOTES:

Jared W.

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AutoCAD SHX Text 2560.97

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TBC 5+00.87

AutoCAD SHX Text 2561.60

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TBC

AutoCAD SHX Text 2560.70

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TBC 5+40.97

AutoCAD SHX Text 2559.45

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TBC 7+38.76

AutoCAD SHX Text 2560.08

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TBC 6+39.47

AutoCAD SHX Text 2559.04

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TBC 8+08.02

AutoCAD SHX Text 2558.45

AutoCAD SHX Text

TBC 9+06.75

AutoCAD SHX Text 2557.85

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TBC 10+05.47

AutoCAD SHX Text 2557.26

AutoCAD SHX Text

TBC 11+04.20

AutoCAD SHX Text 2556.66

AutoCAD SHX Text

TBC 12+02.93

AutoCAD SHX Text 2556.07

AutoCAD SHX Text

TBC 13+01.65

AutoCAD SHX Text 2555.47

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TBC 14+00.38

AutoCAD SHX Text 2554.88

AutoCAD SHX Text

TBC 14+99.11

AutoCAD SHX Text 2554.28

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TBC 15+97.84

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TBC

AutoCAD SHX Text 2562.34

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TBC 4+26.69

AutoCAD SHX Text 2561.61

AutoCAD SHX Text 2562.73

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TBC 2+96.12

AutoCAD SHX Text 2562.91

AutoCAD SHX Text

TBC 2+75.26

AutoCAD SHX Text 2563.08

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TBC

AutoCAD SHX Text 2561.35

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TBC

AutoCAD SHX Text 2560.74

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TBC 5+09.19

AutoCAD SHX Text 2560.61

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TBC 5+35.82

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TBC 6+35.55

AutoCAD SHX Text 2560.05

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TBC 7+34.57

AutoCAD SHX Text 2559.49

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TBC 8+08.02

AutoCAD SHX Text 2559.04

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TBC 9+06.75

AutoCAD SHX Text 2558.44

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TBC 10+05.47

AutoCAD SHX Text 2557.85

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TBC 11+04.20

AutoCAD SHX Text 2557.26

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TBC 12+02.93

AutoCAD SHX Text 2556.66

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TBC 13+01.65

AutoCAD SHX Text 2556.07

AutoCAD SHX Text

TBC 14+00.38

AutoCAD SHX Text 2555.47

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TBC 14+99.11

AutoCAD SHX Text 2554.88

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TBC 15+97.84

AutoCAD SHX Text 2554.28

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79' PUBLIC STREET)

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100' PUBLIC STREET)

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100' PUBLIC STREET)

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100' PUBLIC STREET)

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SD

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SD

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TBC

AutoCAD SHX Text 2562.19

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EX. TBC

AutoCAD SHX Text 2562.11

AutoCAD SHX Text 2561.70

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TBC

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SD

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AutoCAD SHX Text 60'

AutoCAD SHX Text 120'

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SCALE: 1"=60'

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MATCH LINE

AutoCAD SHX Text NOTICE: EXISTING UTILITIES ARE SHOWN ON PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR SHOWN INCORRECTLY.

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LEGEND

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AND ELEVATION

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EXISTING STORM DRAIN LINE

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EXISTING STORM DRAIN MANHOLE

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PROPOSED CURB INLET

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EXISTING CURB INLET

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PROPOSED STORM DRAIN LINE

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PROPOSED CATCH BASIN

AutoCAD SHX Text 61,008

AutoCAD SHX Text 47,712

AutoCAD SHX Text 13,296

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(F) CU. YD. NET

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(F) CU. YD. FILL

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(C) CU. YD. CUT

AutoCAD SHX Text THE EARTHWORK CUT AND FILL VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME EARTHWORK CUT AND FILL VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME EARTHWORK CUT AND FILL VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME CUT AND FILL VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME CUT AND FILL VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME AND FILL VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME AND FILL VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME FILL VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME FILL VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME VOLUMES SHOWN ON THIS PLAN ARE BASED ON THE VOLUME SHOWN ON THIS PLAN ARE BASED ON THE VOLUME SHOWN ON THIS PLAN ARE BASED ON THE VOLUME ON THIS PLAN ARE BASED ON THE VOLUME ON THIS PLAN ARE BASED ON THE VOLUME THIS PLAN ARE BASED ON THE VOLUME THIS PLAN ARE BASED ON THE VOLUME PLAN ARE BASED ON THE VOLUME PLAN ARE BASED ON THE VOLUME ARE BASED ON THE VOLUME ARE BASED ON THE VOLUME BASED ON THE VOLUME BASED ON THE VOLUME ON THE VOLUME ON THE VOLUME THE VOLUME THE VOLUME VOLUME VOLUME DIFFERENCES BETWEEN TWO DIGITAL TERRAIN MODELS (DTMs), OR SURFACES: THE EXISTING BETWEEN TWO DIGITAL TERRAIN MODELS (DTMs), OR SURFACES: THE EXISTING BETWEEN TWO DIGITAL TERRAIN MODELS (DTMs), OR SURFACES: THE EXISTING TWO DIGITAL TERRAIN MODELS (DTMs), OR SURFACES: THE EXISTING TWO DIGITAL TERRAIN MODELS (DTMs), OR SURFACES: THE EXISTING DIGITAL TERRAIN MODELS (DTMs), OR SURFACES: THE EXISTING DIGITAL TERRAIN MODELS (DTMs), OR SURFACES: THE EXISTING TERRAIN MODELS (DTMs), OR SURFACES: THE EXISTING TERRAIN MODELS (DTMs), OR SURFACES: THE EXISTING MODELS (DTMs), OR SURFACES: THE EXISTING MODELS (DTMs), OR SURFACES: THE EXISTING (DTMs), OR SURFACES: THE EXISTING (DTMs), OR SURFACES: THE EXISTING OR SURFACES: THE EXISTING OR SURFACES: THE EXISTING SURFACES: THE EXISTING SURFACES: THE EXISTING THE EXISTING THE EXISTING EXISTING EXISTING GROUND SURFACE AND THE PROPOSED FINISHED GROUND SURFACE. THIS COMPARISON IS SURFACE AND THE PROPOSED FINISHED GROUND SURFACE. THIS COMPARISON IS SURFACE AND THE PROPOSED FINISHED GROUND SURFACE. THIS COMPARISON IS AND THE PROPOSED FINISHED GROUND SURFACE. THIS COMPARISON IS AND THE PROPOSED FINISHED GROUND SURFACE. THIS COMPARISON IS THE PROPOSED FINISHED GROUND SURFACE. THIS COMPARISON IS THE PROPOSED FINISHED GROUND SURFACE. THIS COMPARISON IS PROPOSED FINISHED GROUND SURFACE. THIS COMPARISON IS PROPOSED FINISHED GROUND SURFACE. THIS COMPARISON IS FINISHED GROUND SURFACE. THIS COMPARISON IS FINISHED GROUND SURFACE. THIS COMPARISON IS GROUND SURFACE. THIS COMPARISON IS GROUND SURFACE. THIS COMPARISON IS SURFACE. THIS COMPARISON IS SURFACE. THIS COMPARISON IS THIS COMPARISON IS THIS COMPARISON IS THIS COMPARISON IS COMPARISON IS COMPARISON IS IS IS PRESENTED FOR REFERENCE ONLY AS THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH FOR REFERENCE ONLY AS THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH FOR REFERENCE ONLY AS THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH REFERENCE ONLY AS THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH REFERENCE ONLY AS THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH ONLY AS THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH ONLY AS THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH AS THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH AS THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH THE FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH FIRST STEP IN THE PROCESS OF PERFORMING THOROUGH STEP IN THE PROCESS OF PERFORMING THOROUGH STEP IN THE PROCESS OF PERFORMING THOROUGH IN THE PROCESS OF PERFORMING THOROUGH IN THE PROCESS OF PERFORMING THOROUGH THE PROCESS OF PERFORMING THOROUGH THE PROCESS OF PERFORMING THOROUGH PROCESS OF PERFORMING THOROUGH PROCESS OF PERFORMING THOROUGH OF PERFORMING THOROUGH OF PERFORMING THOROUGH PERFORMING THOROUGH PERFORMING THOROUGH THOROUGH THOROUGH EARTHWORK CALCULATIONS AND DOES NOT REFLECT OR REPRESENT A FINAL ESTIMATE OF CALCULATIONS AND DOES NOT REFLECT OR REPRESENT A FINAL ESTIMATE OF CALCULATIONS AND DOES NOT REFLECT OR REPRESENT A FINAL ESTIMATE OF AND DOES NOT REFLECT OR REPRESENT A FINAL ESTIMATE OF AND DOES NOT REFLECT OR REPRESENT A FINAL ESTIMATE OF DOES NOT REFLECT OR REPRESENT A FINAL ESTIMATE OF DOES NOT REFLECT OR REPRESENT A FINAL ESTIMATE OF NOT REFLECT OR REPRESENT A FINAL ESTIMATE OF NOT REFLECT OR REPRESENT A FINAL ESTIMATE OF REFLECT OR REPRESENT A FINAL ESTIMATE OF REFLECT OR REPRESENT A FINAL ESTIMATE OF OR REPRESENT A FINAL ESTIMATE OF OR REPRESENT A FINAL ESTIMATE OF REPRESENT A FINAL ESTIMATE OF REPRESENT A FINAL ESTIMATE OF A FINAL ESTIMATE OF A FINAL ESTIMATE OF FINAL ESTIMATE OF FINAL ESTIMATE OF ESTIMATE OF ESTIMATE OF OF OF ACTUAL EARTH TO BE MOVED. UPON REVIEW OF THE GEO-TECHNICAL REPORT, THE CONTRACTOR EARTH TO BE MOVED. UPON REVIEW OF THE GEO-TECHNICAL REPORT, THE CONTRACTOR EARTH TO BE MOVED. UPON REVIEW OF THE GEO-TECHNICAL REPORT, THE CONTRACTOR TO BE MOVED. UPON REVIEW OF THE GEO-TECHNICAL REPORT, THE CONTRACTOR TO BE MOVED. UPON REVIEW OF THE GEO-TECHNICAL REPORT, THE CONTRACTOR BE MOVED. UPON REVIEW OF THE GEO-TECHNICAL REPORT, THE CONTRACTOR BE MOVED. UPON REVIEW OF THE GEO-TECHNICAL REPORT, THE CONTRACTOR MOVED. UPON REVIEW OF THE GEO-TECHNICAL REPORT, THE CONTRACTOR MOVED.