MBLP_Trail_Improvement_Plans_030425.pdf

PDF 6 MB Posted Mar 11, 2025

Attached to: MBLP Trail Improvements State and local contract opportunity
Solicitation number: 2025-16
Issued by: Knox County, Tennessee

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Written by GovTribe AI · Apr 29, 2025

These are design plans for the Mayor Bob Leonard Park Trail Improvements project for the Town of Farragut in Knox County, Tennessee, prepared by Urban Engineering, Inc. The comprehensive site plans detail trail improvements for Trails A, B, and C, including detailed cross-sections, layout diagrams, erosion and sediment control plans, and construction work zone specifications. The plans cover approximately 51 acres and include multiple trail sections with varying elevations, construction techniques, and specific engineering requirements such as asphalt trail surfaces, concrete landings, temporary silt fencing, and protective measures for maintaining traffic safety during construction.

The project is funded through the Tennessee Department of Environment and Conservation (TDEC) Local Parks & Recreation Fund (LPRF) with a required completion date of July 29th, 2025. The design documents specify precise engineering standards for trail construction, including detailed specifications for handling elevation differences, traffic lane transitions, protective device spacing, and work zone management. The plans incorporate extensive technical details about trail surfaces, grading, erosion control, and safety protocols, with specific guidance for contractors on managing construction zones, maintaining traffic flow, and ensuring minimal disruption during the trail improvement process.

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ITB_2025-16_MBLP_Trail_Improvements_Pre-Bid_Sign_in_Sheet.pdf	PDF	Mar 20, 2025
2023_9031_MBLP_Access_Board_Outdoor_Developed_Areas_Standards.pdf	PDF	Mar 11, 2025
2025-16_ADA_2010_Standards.pdf	PDF	Mar 11, 2025
2025-16_MBLP_Trail_Improvement_Bid_Documents.pdf	PDF	Mar 11, 2025

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DESIGN PLANS

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MAYOR BOB LEONARD PARK TRAIL IMPROVEMENTS

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DISTRICT NO. FW

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TOWN OF FARRAGUT

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DEVELOPER:

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TOWN OF FARRAGUT

AutoCAD SHX Text 11408 MUNICIPAL CENTER DRIVE FARRAGUT, TN 37934 CONTACT: RON OESTREICH PHONE: (865) 966-7057 roestreich@townoffarragut.org

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LOCATION MAP

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TITLE SHEET

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%%USHEET INDEX

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%%UTITLE

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%%USHEET

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TYPICAL SECTIONS & LIST OF STANDARD DRAWINGS

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GENERAL NOTES AND ESTIMATED QUANTITIES

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KEY SHEET

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PROPOSED LAYOUT TRAIL IMPROVEMENTS 'A' & 'B'

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CROSS SECTIONS TRAIL IMPROVEMENTS 'C'

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CROSS SECTIONS TRAIL IMPROVEMENTS 'B'

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CROSS SECTIONS TRAIL IMPROVEMENTS 'A'

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6 THRU 9

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KNOX COUNTY, TENNESSEE

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- ALL APPLICABLE TOWN REGULATIONS

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PROJECT SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS

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AND MATERIAL (BUT NOT MEASUREMENT AND PAYMENT) FOR THIS

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EXCEPT WHERE DIRECTED OTHERWISE BY THE PLANS, WORKMANSHIP

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- AS DIRECTED BY TDS

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- AS DIRECTED BY CHARTER

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- AS DIRECTED BY KUB

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- AS DIRECTED BY LCUB

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TELEPHONE

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CABLE TV

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TOWN OF FARRAGUT

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ELECTRICAL

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GAS

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AND STANDARDS.

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SPECIFICATIONS

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AND ORDINANCES

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- AS DIRECTED BY FIRST UTILITY DISTRICT

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WATER

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- AS DIRECTED BY FIRST UTILITY DISTRICT

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SEWER

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URBAN ENGINEERING, INC.

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(865) 966-1924

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KNOXVILLE, TN 37932

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10330 HARDIN VALLEY RD., SUITE #201

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ENGINEER:

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PROPOSED LAYOUT TRAIL IMPROVEMENTS 'C'

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SITE

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KINGSTON PIKE

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WATT RD

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OLD STAGE RD

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HARRISON LN

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MAPLE TREE DR

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FLEENOR RD

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LEE HWY

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EROSION AND SEDIMENT CONTROL PLANS

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CONSTRUCTION WORK ZONE AND PAVEMENT EDGE DROPOFF NOTES

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ALL CONSTRUCTION ACTIVITIES SHALL BE COMPLETED WITH FULL COMPLIANCE OF THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY STANDARDS AS WELL AS ANY ADDITIONAL ACCESSIBILITY STANDARDS IDENTIFIED AND ACCEPTED LOCALLY AND/OR ON THE STATE LEVEL.

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DRAWN BY:

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DATE

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CKD.

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SHEET TWO

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NO.

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OF 16 SHEETS

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AS NOTED

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CAS

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TYPE

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YEAR

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PROJECT NO

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SHEET NO

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CONSTRUCTION

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BOB LEONARD TRAIL IMPROVEMENTS

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TOWN OF FARRAGUT MAYOR BOB LEONARD PARK TRAIL IMPROVEMENTS

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TYPICAL SECTIONS, LIST OF STANDARD DRAWINGS, AND UTILITIES

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(FROM ONSITE CHIPPER)

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HARDWOOD MULCH

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SILT FENCE FABRIC

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ANCHOR SKIRT AS

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DIRECTED BY ENGINEER

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%%USTANDARD TEMPORARY SILT FENCE

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%%USIDE VIEW

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WOOD POST

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SLOPE

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FILL

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GRADE

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CLEAN SURGE STONE 12"

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COVER OVER SKIRT

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FABRIC

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FENCE

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SILT

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6' MAX.

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GRADE

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PLACEMENT SUGGESTED AT MINOR SWALES

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-SILT FENCE/STRAW BALE CHECK DAM

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CUBIC FEET PER SECOND

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CONCENTRATED FLOW GREATER THAN ONE

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-USE SILT FENCE ONLY WHEN DRAINAGE AREA

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DOES NOT EXCEED 1/4 ACRE PER 100 FEET

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OF FENCE AND NEVER IN AREAS OF

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SILT FENCE NOTES:

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NTS

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OR THE TOWN OF FARRAGUT

AutoCAD SHX Text UTILITIES: WATER & SEWER: : FIRST UTILITY DISTRICT EDWIN DEYTON 122 DURWOOD ROAD KNOXVILLE, TN 37922 865-218-3690 POWER: : LENOIR CITY UTILITIES BOARD JINNI REDMOND 7698 CREEKWOOD PARK BOULEVARD LENOIR CITY, TN 37771 865-988-0716 GAS: : KNOXVILLE UTILITIES BOARD CHRIS ANDERSON P.O. BOX 59017 KNOXVILLE, TN 37950 865-558-2716 TELEPHONE: : AT&T VAUGHN JONES 9733 PARKSIDE DRIVE KNOXVILLE, TN 37922 865-862-5060 CABLE TELEVISION: : COMCAST COMMUNICATIONS DREW McCAWLEY 5720 ASHEVILLE HWY KNOXVILLE, TN 37924 865-862-5060

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DWG. NO

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REV.

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DESCRIPTION

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ROADWAY DESIGN STANDARDS

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RD-L-1

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STANDARD LEGEND

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STANDARD ROADWAY DRAWINGS

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RD-A-1

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STANDARD ABBREVIATIONS A THROUGH L

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RD-A-2

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STANDARD ABBREVIATIONS M THROUGH Z

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MULTIMODAL

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MM-TS-2

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LATERAL OFFSETS FOR SIDEWALK AND SHARED USE PATH

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DESIGN - TRAFFIC CONTROL

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T-WZ-55

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SIDEWALK TRAFFIC CONTROL

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EROSION PREVENTION AND SEDIMENT CONTROL

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EC-STR-3B

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SILT FENCE

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URBAN ENGINEERING, INC.

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(865) 966-1924

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KNOXVILLE, TENNESSEE 37932

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10330 HARDIN VALLEY ROAD, SUITE 201

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TRAIL

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VARIES

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VARIES

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1.5%%% MAX

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SHOULDER

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SHOULDER

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NTS

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TYPICAL SECTION ASPHALT TRAIL

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VARIES (5'-0" - 8'-0" UNLESS OTHERWISE NOTED)

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1.5%%% MAX

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6" STONE BASE

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ASPHALT GREENWAY 1.5" SURFACE MIX

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TREE PROTECTION FENCE

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METAL

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GRADE

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HEAVY DUTY ORANGE

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PLASTIC SAFETY FENCING

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AT APPROX. 6'-0" O.C.

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FOR PROTECTION OF TREES AND OTHER SPECIFIED SITE FEATURES

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T-POST

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CONCRETE LANDING

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6" STONE BASE

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AutoCAD SHX Text TYPICAL SECTION CONCRETE LANDING STA. 1+60.00 TO 1+70.00 C/L TRAIL 'A' STA. 3+50.00 TO 3+60.00 C/L TRAIL 'A'3+50.00 TO 3+60.00 C/L TRAIL 'A'

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(4" OF 3,000 PSI CONCRETE)

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TRAIL IMPROVEMENTS 'A', 'B', 'C' & 'D'

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TYPE

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YEAR

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PROJECT NO

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SHEET NO

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CONSTRUCTION

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BOB LEONARD TRAIL IMPROVEMENTS

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TOWN OF FARRAGUT MAYOR BOB LEONARD PARK TRAIL IMPROVEMENTS

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GENERAL NOTES AND ESTIMATED QUANTITIES

AutoCAD SHX Text GRADING ANY AREA THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION DURING THE LIFE OF THIS PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. THE CONTRACTOR SHALL NOT DISPOSE OF ANY MATERIAL EITHER ON OR OFF R.O.W. IN A REGULATORY FLOOD WAY AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITHOUT APPROVAL BY THE SAME. ALL MATERIAL SHALL BE DISPOSED OF IN THE UPLAND (NON-WETLAND) AREAS AND ABOVE ORDINARY HIGH WATER OF ANY ADJACENT WATERCOURSE. THIS DOES NOT ELIMINATE THE NEED TO OBTAIN ANY OTHER LICENSES OR PERMITS THAT MAY BE REQUIRED BY ANY OTHER FEDERAL, STATE OR LOCAL AGENCY. SEEDING AND SODDING SOD SHALL BE PLACED AT LOCATIONS SHOWN ON THE PLANS TO PREVENT DAMAGE TO ADJACENT FACILITIES AND PROPERTY DUE TO EROSION ON ALL NEWLY GRADED CUT AND FILL SLOPES AS WORK PROGRESSES. DRAINAGE THE CONTRACTOR SHALL SHAPE DITCHES TO THE SPECIFIED DESIGN. THIS WORK WILL NOT BE MEASURED AND PAID FOR DIRECTLY, BUT THE COST WILL BE INCLUDED IN THE COST OF OTHER ITEMS. EXCAVATION FOR CATCH BASINS, ENDWALLS, MANHOLES AND CULVERTS WILL NOT BE MEASURED AND PAID FOR DIRECTLY, BUT WILL BE INCLUDED IN THE PRICE BID PER LINEAR FOOT OF PIPE. WHERE A CULVERT (PIPE, SLAB OR BOX) IS MOVED TO A NEW LOCATION OTHER THAN THAT SHOWN ON THE PLANS, INCREASING OR DECREASING THE AMOUNT OF CULVERT EXCAVATION, NO INCREASE OR DECREASE IN THE AMOUNT OF PAYMENT WILL BE MADE DUE TO SUCH CHANGE. DURING CONSTRUCTION OF DRAINAGE STRUCTURES ALL COSTS ASSOCIATED WITH MAINTAINING THE FLOW OF WATER AND TRAFFIC, AT THESE STRUCTURES, DURING THE PHASED CONSTRUCTION OF THIS PROJECT ARE TO BE INCLUDED IN THE UNIT PRICE OF THE DRAINAGE STRUCTURES AND TRAFFIC CONTROL ITEMS. UTILITIES THE LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE ONLY. EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD BY CONTACTING THE UTILITY COMPANIES INVOLVED. THE CONTRACTOR WILL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION OF THIS PROJECT. IN THE EVENT THAT SPECIAL EQUIPMENT IS REQUIRED TO WORK OVER AND AROUND THE UTILITIES, THE CONTRACTOR WILL BE REQUIRED TO FURNISH SUCH EQUIPMENT. THE COST OF PROTECTING UTILITIES FROM DAMAGE AND FURNISHING SPECIAL EQUIPMENT WILL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF CONSTRUCTION. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR CONTACTING OWNERS OF ALL AFFECTED UTILITIES IN ORDER TO DETERMINE THE EXTENT TO WHICH UTILITY RELOCATIONS AND/OR ADJUSTMENTS WILL IMPACT THE SCHEDULE OF WORK FOR THE PROJECT. WHILE SOME WORK MAY BE REQUIRED 'AROUND' UTILITY FACILITIES THAT WILL REMAIN IN PLACE, OTHER UTILITY FACILITIES MAY NEED TO BE ADJUSTED CONCURRENTLY WITH THE CONTRACTOR'S OPERATIONS. ADVANCE CLEAR CUTTING MAY BE REQUIRED BY THE TOWN ENGINEER AT ANY LOCATIONS WHERE CLEARING IS CALLED FOR IF THE SPECIFICATIONS AND CLEAR CUTTING IS NECESSARY FOR A UTILITY RELOCATION. ANY ADDITIONAL COST WILL BE INCLUDED IN THE UNIT PRICE BID FOR THE CLEARING ITEM SPECIFIED IN THE PLANS. THE CONTRACTOR SHALL NOTIFY EACH INDIVIDUAL UTILITY OWNER OF HIS PLAN OF OPERATION IN THE AREA OF THE UTILITIES. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL CONTACT THE UTILITY OWNERS AND REQUEST THEM TO PROPERLY LOCATE THEIR RESPECTIVE UTILITY ON THE GROUND. THIS NOTIFICATION SHALL BE GIVEN AT LEAST THREE (3) BUSINESS DAYS PRIOR TO COMMENCEMENT OF OPERATIONS AROUND THE UTILITY. SOME UTILITIES CAN BE LOCATED BY CALLING THE TENNESSEE ONE CALL SYSTEM, INC. AT 1-800-351-1111. UNLESS OTHERWISE NOTED, ALL UTILITY ADJUSTMENTS WILL BE PERFORMED BY THE UTILITY OR ITS REPRESENTATIVE. THE CONTRACTOR AND UTILITY OWNERS WILL BE REQUIRED TO COOPERATE WITH EACH OTHER IN ORDER TO EXPEDITE THE WORK REQUIRED BY THIS CONTRACT. ON CONTRACTS WHERE CONSTRUCTION STAKES, LINES AND GRADES ARE A CONTRACT ITEM, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE RIGHT-OF-WAY OR SLOPE STAKES, DITCH OR STREAM BED GRADES, OR OTHER ESSENTIAL SURVEY STAKING TO PREVENT CONFLICTS WITH THE HIGHWAY CONSTRUCTION. FREQUENTLY THIS WILL BE REQUIRED AS THE FIRST ITEM OF WORK, AND AT ANY LOCATION ON THE PROJECT DIRECTED BY THE TOWN OF FARRAGUT'S ENGINEER. MISCELLANEOUS THE CONTRACTOR SHALL BE REQUIRED TO REMOVE AND RESET MAILBOXES WHERE AND AS DIRECTED BY THE ENGINEER. NOTHING IN THE GENERAL NOTES OR SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND THE RESIDENTS ALONG THE PROPOSED CONSTRUCTION AREA. SIDEWALKS HEREON ARE DESIGNED IN GENERAL CONFORMANCE WITH FHWA GUIDELINES. RIGHT-OF-WAY ON NON-STATE ROUTES, ADDITIONAL DRIVEWAYS AND FIELD ENTRANCES OTHER THAN THOSE PROVIDED IN THE PLANS SHALL REQUIRE A PERMIT ONLY IF THE LOCAL AGENCY SPECIFIES THE NEED FOR THAT PERMIT. PAVEMENT MARKINGS IF THERMOPLASTIC IS USED ON THE FINAL SURFACE, THE CONTRACTOR SHALL HAVE THE F THERMOPLASTIC IS USED ON THE FINAL SURFACE, THE CONTRACTOR SHALL HAVE THE OPTION OF USING REFLECTORIZED PAINT INSTALLED TO PERMANENT STANDARDS AT THE END OF EACH DAY'S WORK AND THEN INSTALLING THE PERMANENT MARKING AFTER THE PAVING OPERATION IS COMPLETED. SHORT, UNMARKED SECTIONS SHALL NOT BE ALLOWED. THE TEMPORARY MARKINGS FOR THE FINAL SURFACE WILL NOT BE MEASURED AND PAID FOR DIRECTLY, BUT THE COSTS ARE TO BE INCLUDED IN THE PRICE BID FOR PERMANENT MARKINGS. THESE MARKINGS WILL BE MEASURED AND PAID FOR UNDER ITEM NO. 716KC02.01 PLASTIC PAVEMENT MARKING (4" LINE) LINEAR FOOT. SIGNING NOTES THE LETTERS, DIGITS, ARROWS, BORDERS, AND ALPHABET ACCESSORIES ON ALL FLAT SHEET SIGNS SHALL BE APPLIED BY SILK SCREENING PROCESS, EXCEPT THAT CUT-OUT DIRECT APPLIED COPY SHALL BE USED ON ALL FLAT SHEET SIGNS WITH A GREEN BACKGROUND. THE LETTERS, DIGITS, ARROWS, BORDERS, AND ALPHABET ACCESSORIES ON ALL EXTRUDED PANEL SIGNS SHALL BE DEMOUNTABLE AND ATTACHED TO THE SIGN FACE, AS OUTLINED IN THE STANDARD SPECIFICATIONS. ALL SHIELDS ON GUIDE SIGNS SHALL BE DEMOUNTABLE AND ATTACHED TO THE SIGN FACE AS OUTLINED IN THE STANDARD SPECIFICATIONS. THE TOP OF THE SIGN FOOTINGS SHALL BE PLACED LEVEL WITH THE GROUND LINE. AFTER THE SIGN LOCATIONS HAVE BEEN STAKED, BUT PRIOR TO ORDERING ANY MATERIAL FOR THE SUPPORTS, THERE SHALL BE A FIELD INSPECTION AND APPROVAL BY THE TOWN ENGINEER. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH LAYOUT DRAWINGS (3 SETS) OF ALL EXTRUDED PANEL SIGNS WITH SPACING OF ALL LETTERS, NUMERALS, SHIELDS AND ARROWS. THE LAYOUT DRAWINGS SHALL BE SENT TO THE TOWN ENGINEER. THE LENGTHS OF ALL SIGN SUPPORTS SHOWN ON THE SIGN SCHEDULE ARE APPROXIMATE AND ARE FOR ESTIMATING PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY ALL SUPPORT LENGTHS AT THE SITE PRIOR TO ERECTION.

AutoCAD SHX Text CONSTRUCTION WORK ZONE AND TRAFFIC CONTROL NOTES ADVANCED WARNING SIGNS SHALL NOT BE DISPLAYED MORE THAN FORTY-EIGHT (48) HOURS BEFORE PHYSICAL CONSTRUCTION BEGINS. SIGNS MAY BE ERECTED UP TO ONE WEEK BEFORE NEEDED, IF THE SIGN FACE IS FULLY COVERED. IF THE CONTRACTOR MOVES OFF THE PROJECT, HE SHALL COVER OR REMOVE ALL UNNEEDED SIGNS AS DIRECTED BY THE ENGINEER. COST OF REMOVAL, COVERING AND REINSTALLING SIGNS SHALL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT ALL COSTS SHALL BE INCLUDED IN THE ORIGINAL UNIT PRICE BID FOR ITEM NO. 712-06, SIGNS (CONSTRUCTION) PER SQUARE FOOT. LONG TERM BUT SPORADIC USE WARNING SIGN, SUCH AS A FLAGGER SIGN, MAY REMAIN IN PLACE WHEN NOT REQUIRED PROVIDED THE SIGN FACE IS FULLY COVERED. TRAFFIC CONTROL DEVICES SHALL NOT BE DISPLAYED OR ERECTED UNLESS RELATED CONDITIONS ARE PRESENT NECESSITATING WARNING. USE OF BARRICADES, PORTABLE BARRIER RAILS, VERTICAL PANELS, AND DRUMS SHALL BE LIMITED TO THE IMMEDIATE AREAS OF CONSTRUCTION WHERE A HAZARD IS PRESENT. THESE DEVICES SHALL NOT BE STORED ALONG THE ROADWAY WITHIN THIRTY (30) FEET OF THE EDGE OF THE TRAVELED WAY BEFORE OR AFTER USE UNLESS PROTECTED BY GUARDRAIL, BRIDGE RAIL, AND/OR BARRIERS INSTALLED FOR OTHER PURPOSES. THESE DEVICES SHALL BE REMOVED FROM THE CONSTRUCTION WORK ZONE WHEN THE TOWN ENGINEER DETERMINES THEY ARE NO LONGER NEEDED. WHERE THERE IS INSUFFICIENT RIGHT-OF-WAY TO PROVIDE FOR THIS THIRTY (30) FEET SETBACK, THE CONTRACTOR SHALL DETERMINE THE ALTERNATE LOCATIONS AND REQUEST THE TOWN ENGINEER'S APPROVAL TO USE THEM. THE CONTRACTOR SHALL NOT BE PERMITTED TO PARK ANY VEHICLES OR CONSTRUCTION EQUIPMENT DURING PERIODS OF INACTIVITY, WITHIN THIRTY (30) FEET OF THE EDGE OF PAVEMENT WHEN THE LANE IS OPEN TO TRAFFIC. UNLESS PROTECTED BY GUARDRAIL, BRIDGE RAIL, AND/OR BARRIERS INSTALLED FOR OTHER PURPOSES. PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED TO BE PARKED WITHIN THIRTY (30) FEET OF AN OPEN TRAFFIC LANE AT ANY TIME UNLESS PROTECTED AS DESCRIBED ABOVE. WHERE THERE IS INSUFFICIENT RIGHT-OF-WAY TO PROVIDE FOR THIS THIRTY (30) FEET SETBACK, THE CONTRACTOR SHALL DETERMINE THE ALTERNATE LOCATIONS AND REQUEST THE TOWN'S APPROVAL TO USE THEM. ALL DETOUR AND CONSTRUCTION SIGNING SHALL BE IN STRICT ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EROSION CONTROL NOTES CLEARING AND GRUBBING SHALL NOT BE INITIATED MORE THAN 20 CALENDAR DAYS PRIOR TO GRADING OR EARTH MOVING ACTIVITIES UNLESS THE AREA IS TEMPORARILY SEEDED AND MULCHED. CLEARING, GRUBBING AND OTHER DISTURBANCE TO RIPARIAN VEGETATION SHALL BE LIMITED TO THE MINIMUM NECESSARY FOR SLOPE CONSTRUCTION AND EQUIPMENT OPERATIONS. UNNECESSARY VEGETATION REMOVAL IS PROHIBITED. ALL DISTURBED AREAS SHALL BE PROPERLY STABILIZED AS SOON AS PRACTICABLE. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED CONCURRENT WITH CLEARING OPERATIONS, AND SHALL BE FUNCTIONAL PRIOR TO ANY EARTH MOVING OPERATIONS. CONSTRUCTION SHALL BE SEQUENCED TO MINIMIZE THE EXPOSURE TIME OF GRADED SOIL AREAS AND SHALL BE PHASED FOR PROJECTS THAT HAVE OVER 50 ACRES OF SOIL DISTURBANCE. HOWEVER, PRIORITY SHALL BE GIVEN TO FINISHING OPERATIONS AND PERMANENT EROSION CONTROL MEASURES OVER TEMPORARY EROSION CONTROL MEASURES ON ALL PROJECTS. INSPECTION AND MAINTENANCE OF STRUCTURES IS TO BE PERFORMED ON A REGULAR BASIS AND SEDIMENT SHALL BE REMOVED FROM SEDIMENT CONTROL STRUCTURES WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. DURING SEDIMENT REMOVAL, THE CONTRACTOR SHALL TAKE CARE TO ENSURE THAT STRUCTURAL COMPONENTS OF EROSION CONTROL STRUCTURES ARE NOT DAMAGED AND THUS MADE INEFFECTIVE. IF DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REPAIR THE STRUCTURES AT THE CONTRACTOR'S OWN EXPENSE. SEDIMENT REMOVED FROM SEDIMENT CONTROL STRUCTURES SHALL BE PLACED AND BE TREATED IN A MANNER SO THAT THE SEDIMENT IS CONTAINED WITHIN THE PROJECT LIMITS AND DOES NOT MIGRATE INTO WATERS OF THE STATE/U.S. COST FOR THIS TREATMENT IS TO BE INCLUDED IN PRICE BID FOR ITEM NO. 209-05 SEDIMENT REMOVAL PER CUBIC YARD. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A PROACTIVE METHOD TO PREVENT THE OFF-SITE MIGRATION OR DEPOSIT OF SEDIMENT ON ROADWAYS USED BY THE GENERAL PUBLIC. SOIL MATERIALS MUST BE PREVENTED FROM ENTERING WATERS OF THE STATE/U.S. EROSION AND SEDIMENTATION CONTROL MEASURES TO PROTECT WATER QUALITY MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. HAY BALES AND/OR SILT FENCE MUST BE INSTALLED ALONG THE BASE OF ALL FILLS AND CUTS, ON THE DOWNHILL SIDE OF STOCKPILED SOIL, AND ALONG STREAM BANKS IN CLEARED AREAS TO PREVENT SEDIMENT MIGRATION INTO STREAMS. THEY MUST BE INSTALLED ON THE CONTOUR, ENTRENCHED AND STAKED, AND EXTEND THE WIDTH OF THE AREA TO BE CLEARED. INSTREAM SEDIMENTATION CONTROL DEVICES ARE NOT APPROVED AS PRIMARY TREATMENT DEVICES. THEY MAY BE USED ONLY AS BACKUP OR FAIL-SAFE PROTECTION. SEPARATE EROSION AND SEDIMENTATION CONTROLS AND SEDIMENT TREATMENT DEVICES MUST BE UTILIZED. SLURRY WATER PUMPED FROM WORK AREAS AND EXCAVATIONS MUST BE HELD IN SETTLING BASINS OR TREATED BY FILTRATION PRIOR TO ITS DISCHARGE INTO SURFACE WATERS. WATER MUST BE HELD IN SETTLING BASINS UNTIL AT LEAST AS CLEAR AS THE RECEIVING WATERS. SETTLING BASINS SHALL NOT BE LOCATED CLOSER THAN 20 FEET FROM THE TOP BANK OF A STREAM. SETTLING BASINS AND TRAPS SHALL BE PROPERLY DESIGNED ACCORDING TO THE SIZE OF THE DRAINAGE AREAS OR VOLUME OF WATER TO BE TREATED. TREATED SLURRY WATER MUST BE DISCHARGED THROUGH A PIPE OR A WELL-VEGETATED OR LINED CHANNEL, SO THAT THE DISCHARGE DOES NOT CAUSE EROSION AND SEDIMENTATION. CHECK DAMS SHALL BE UTILIZED WHERE RUNOFF IS CONCENTRATED. CLEAN ROCK, SANDBAG, OR STRAW BALE CHECK DAMS SHALL BE PROPERLY CONSTRUCTED TO DETAIN RUNOFF AND TRAP SEDIMENT. CLEAN ROCK IS ROCK OF VARIOUS TYPE AND SIZE, DEPENDING UPON APPLICATION, THAT CONTAINS NO FINES, SOILS, OR OTHER WASTES OR CONTAMINANTS. PERMANENT EROSION CONTROL MEASURES SHALL BE INITIATED WITHIN 15 CALENDAR DAYS AFTER FINAL GRADING. THE CONTRACTOR SHALL INSTALL A RAIN GAUGE ON-SITE AND MAINTAIN IT IN GOOD WORKING CONDITION. THE CONTRACTOR SHALL RECORD DAILY PRECIPITATION ON THE PROJECT AND PROVIDE THIS INFORMATION TO THE ENGINEER ON A MONTHLY BASIS. THE COST FOR THE RAIN GAUGE IS TO BE INCLUDED IN THE UNIT BID PRICES FOR OTHER ITEMS. INSPECTIONS OF EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DONE BEFORE ANTICIPATED STORM EVENTS (OR SERIES OF STORM EVENTS SUCH AS INTERMITTENT SHOWERS OVER ONE OR MORE DAYS) AND WITHIN 24 HOURS AFTER THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER, AND AT LEAST ONCE PER WEEK. OUTFALL POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION AND SEDIMENT CONTROL MEASURES ARE EFFECTIVE IN PREVENTING IMPACTS TO RECEIVING WATERS. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE ROADWAY SEDIMENT TRACKING. UPON CONCLUSION OF THE INSPECTIONS, EROSION AND SEDIMENT CONTROL MEASURES FOUND TO BE INEFFECTIVE SHALL BE REPAIRED, REPLACED, OR MODIFIED BEFORE THE NEXT RAIN EVENT, IF POSSIBLE, BUT IN NO CASE MORE THAN SEVEN DAYS AFTER THE CONDITION IS IDENTIFIED. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN ON-SITE (OR AT NEARBY OFFICE) AND SHALL PLACE COPIES OF ANY PROJECT-RELATED PERMITS ON THE PROJECT BULLETIN BOARD. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A PROACTIVE METHOD TO PREVENT LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS FROM ENTERING WATERS OF THE STATE/U.S.

AutoCAD SHX Text THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ENSURE THAT PETROLEUM PRODUCTS OR OTHER CHEMICAL POLLUTANTS ARE PREVENTED FROM ENTERING WATERS OF THE STAE/U.S. ALL EQUIPMENT REFUELING, SERVICING, AND STAGING AREAS SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, RULES, REGULATIONS AND ORDINANCES; INCLUDING THOSE OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). APPROPRIATE CONTAINMENT MEASURES FOR THESE AREAS SHALL BE UTILIZED. ALL SPILLS MUST BE REPORTED TO THE APPROPRIATE AGENCY, AND MEASURES SHALL BE TAKEN IMMEDIATELY TO PREVENT THE POLLUTION OF WATERS OF THE STATE/U.S., INCLUDING GROUNDWATER, SHOULD A SPILL OCCUR. BORROW AND WASTE DISPOSAL AREAS SHALL BE LOCATED IN NON-WETLAND AREAS AND ABOVE THE 100 YEAR, FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODPLAIN. BORROW AND WASTE DISPOSAL AREAS SHALL NOT AFFECT ANY WATERS IN THE STATE/U.S. UNLESS THESE AREAS ARE SPECIFICALLY COVERED BY AN ARAP, 404, OR NPDES PERMIT OBTAINED SOLELY BY THE CONTRACTOR. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND OBTAIN ANY NECESSARY ENVIRONMENTAL PERMITS OR APPROVALS FROM STATE AND/OR LOCAL AGENCIES REGARDING THE OPERATION OF ANY PROJECT-DEDICATED ASPHALT AND/OR CONCRETE PLANTS. ANY DISAGREEMENT BETWEEN THE PROJECT PLANS, THE PROJECT AS CONSTRUCTED AND THE PERMIT OR PERMITS ISSUED FOR THE PROJECT, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. SPECIAL NOTES ALL DRAINAGE PIPES INSTALLED UNDERNEATH THE ROADWAY PAVEMENT, INCLUDING CURB & GUTTER, WILL BE REQUIRED TO BE BACKFILLED ENTIRELY WITH STONE. THE QUANTITY OF STONE USED FOR BACKFILL AND PIPE BEDDING WILL NOT BE PAID FOR SEPARATELY BUT WILL BE INCLUDED IN THE UNIT PRICE FOR THE PIPE INSTALLATION. ADDITIONALLY, ALL ROAD CUTS MADE FOR PIPE INSTALLATION WILL BE CAPPED TEMPORARILY WITH BINDER AND WILL NOT BE ALLOWED TO LEAVE AN EXPOSED STONE TRENCH FOR TRAFFIC. THE PAVEMENT FOR THE TEMPORARY BINDER WILL BE INCLUDED IN THE UNIT PRICE OF THE PIPE INSTALLATION AS WELL. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC SAFETY CODE. SPECIAL ATTENTION IS CALLED TO THE REQUIRED SPACING BETWEEN OVERHEAD SERVICE LINES.

AutoCAD SHX Text

URBAN ENGINEERING, INC.

AutoCAD SHX Text

(865) 966-1924

AutoCAD SHX Text

KNOXVILLE, TENNESSEE 37932

AutoCAD SHX Text

10330 HARDIN VALLEY ROAD, SUITE 201

AutoCAD SHX Text

OF 16 SHEETS

AutoCAD SHX Text 01/31/2024

AutoCAD SHX Text 2408033

AutoCAD SHX Text FOOTNOTES: INCLUDES STAKING REQUIRED FOR UTILITY RELOCATIONS PER THE TOWN OF FARRAGUT'S REQUEST. SEE SUBSECTION 205-04 OF THE STANDARD SPECIFICATIONS. THIS ITEM INCLUDES, BUT IS NOT LIMITED TO THE REMOVAL, DISPOSAL, RELOCATION AND OR REPLACEMENT OF TREES, LANDSCAPING, SIDE DRAINS, MAILBOXES, FENCES, STORM DRAINS, DRAINAGE STRUCTURES, LAMPS AND OTHER ITEMS THAT MAY BE ENCOUNTERED BUT ARE NOT READILY VISIBLE ON THE GROUND SURFACE. INCLUDES MATERIALS, LABOR AND DISPOSAL FEES, IF APPLICABLE. THIS ITEM ALSO INCLUDES REMOVAL AND DISPOSAL OF ASPHALT THAT IS NOTED AS TO BE REMOVED (INCLUDING SAWCUTTING). THIS ITEM INCLUDES HAULING AND DISPOSING OF EXCESS MATERIAL (TOPSOIL, UNDERCUT AND CLAY) FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL FEES, IF APPLICABLE. THE EXCAVATION QUANTITY EXCLUDES EXCAVATION FROM PIPE TRENCHES, STRUCTURES, ETC. MAY BE INCREASED OR DECREASED AS DIRECTED BY THE ENGINEER OR THE TOWN OF FARRAGUT. SEE SUBSECTION 209-07 OF THE STANDARD SPECIFICATIONS FOR MAINTENANCE AND REPLACEMENT. INCLUDES ASPHALT, TACK COAT AND PRIME COAT. INCLUDES: 613 S.Y FOR TRAIL IMPROVEMENTS 'A' 613 S.Y FOR TRAIL IMPROVEMENTS 'A' 41 S.Y FOR TRAIL IMPROVEMENTS 'B' 132 S.Y FOR TRAIL IMPROVEMENTS 'C' 27 S.Y FOR TRAIL IMPROVEMENTS 'D' INCLUDES: 689 S.Y FOR TRAIL IMPROVEMENTS 'A' 689 S.Y FOR TRAIL IMPROVEMENTS 'A' 46 S.Y FOR TRAIL IMPROVEMENTS 'B' 145 S.Y FOR TRAIL IMPROVEMENTS 'C' 30 S.Y FOR TRAIL IMPROVEMENTS 'D' INCLUDES MATERIAL AND INSTALLATION COSTS FOR EXPANSION JOINTS.

AutoCAD SHX Text

ESTIMATED ROADWAY QUANTITIES

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DESCRIPTION

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CONSTRUCTION STAKES, LINES AND GRADES

AutoCAD SHX Text

CLEARING AND GRUBBING

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ITEM NO.

AutoCAD SHX Text 105-01

AutoCAD SHX Text 201-01

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UNIT

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QUANTITY

AutoCAD SHX Text

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

AutoCAD SHX Text 202-01

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ROAD AND DRAINAGE EXCAVATION (UNCLASSIFIED)

AutoCAD SHX Text 203-01

AutoCAD SHX Text C.Y.

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TEMPORARY SILT FENCE (WITHOUT BACKING)

AutoCAD SHX Text 209-08.03

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TEMPORARY SEEDING (WITH MULCH)

AutoCAD SHX Text 801-01.07

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UNIT

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WATER (SEEDING & SODDING)

AutoCAD SHX Text 801-03

AutoCAD SHX Text

TOF-03

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EMBANKMENT (COMPACTED IN PLACE)

AutoCAD SHX Text 203-10

AutoCAD SHX Text C.Y.

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TOF-05

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MOBILIZATION

AutoCAD SHX Text 717-01

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PERMANENT SEED AND MAT

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TOF-06

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TOF-01

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ASPHALT (E MIX @ 1.5" THICKNESS)

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CONCRETE LANDINGS (3,000 PSI @ 4" THICKNESS)

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TREE PROTECTION

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TOF-04

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MINERAL AGGREGATE MAINTENANCE STONE

AutoCAD SHX Text

TON

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UNDERCUT

AutoCAD SHX Text 203-05

AutoCAD SHX Text C.Y.

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TOF-02

AutoCAD SHX Text

BASE MATERIAL (303-01 GRADING @ 6" THICKNESS)

AutoCAD SHX Text

6"CRABAPPLE

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10"CRABAPPLE

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10"CRABAPPLE

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

12"OAK

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2"REDBUD

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6"CREPE MYRTLE

AutoCAD SHX Text

12"MAPLE

AutoCAD SHX Text

12"MAPLE

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15"SYCAMORE

AutoCAD SHX Text

12"SYCAMORE

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1.5"DOGWOOD

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

EXIST. 15" HDPE

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EXIST. 4" PVC

AutoCAD SHX Text

6"OAK

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6"CREPE MYRTLE

AutoCAD SHX Text

12"MAPLE

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12"OAK

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12"SYCAMORE

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EXISTING RIGHT OF WAY (TYP.)

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TRAIL IMPROVEMENTS 'A'

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TRAIL IMPROVEMENTS 'C'

AutoCAD SHX Text

HARRISON LANE

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FIELD 1

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FIELD 2

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UPPER DIAMOND

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LOWER DIAMOND

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INFORMATION KIOSK

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HARRISON LANE PARKING AREA

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UPPER PARKING AREA

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MAIN PARKING AREA

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TRAIL IMPROVEMENTS 'B'

AutoCAD SHX Text TRAIL IMPROVEMENTS 'D' CONSISTS OF REMOVAL AND REPLACEMENT OF APPROXIMATELY 30 L.F. OF PAVEMENT AT THE LOCATION OF A DIP IN THE TRAIL. EXISTING PAVEMENT IS TO BE SAWCUT AND EXISTING GRADE MATCHED AT EACH END OF THE REPAIR. EXACT LOCATION AND LENGTH OF REPAIR TO BE DETERMINED BY THE ENGINEER OR TOWN OF FARRAGUT AT THE TIME OF CONSTRUCTION.

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RESTROOMS

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WEST DIAMOND

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EXISTING PROPERTY LINE (TYP.)

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DRAWN BY:

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CHECKED BY:

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DATE:

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SCALE:

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FILE NO.:

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REVISIONS

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NO.

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DATE

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CKD.

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SHEET FOUR

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NO.

AutoCAD SHX Text 1"=70'

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CAS

AutoCAD SHX Text

TYPE

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YEAR

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PROJECT NO

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SHEET NO

AutoCAD SHX Text

CONSTRUCTION

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BOB LEONARD TRAIL IMPROVEMENTS

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TOWN OF FARRAGUT MAYOR BOB LEONARD PARK TRAIL IMPROVEMENTS

AutoCAD SHX Text

KEY SHEET MAYOR BOB LEONARD PARK TRAIL IMPROVEMENTS

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GRID NORTH

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

URBAN ENGINEERING, INC.

AutoCAD SHX Text

(865) 966-1924

AutoCAD SHX Text

KNOXVILLE, TENNESSEE 37932

AutoCAD SHX Text

10330 HARDIN VALLEY ROAD, SUITE 201

AutoCAD SHX Text

OF 16 SHEETS

AutoCAD SHX Text 2408033

01/31/2024

1008.00

AutoCAD SHX Text 1006.00

AutoCAD SHX Text 1002.00

AutoCAD SHX Text 1004.00

AutoCAD SHX Text 1000.00

AutoCAD SHX Text 990.00

AutoCAD SHX Text 980.00

AutoCAD SHX Text 976.00

AutoCAD SHX Text 974.00

AutoCAD SHX Text 976.00

AutoCAD SHX Text E

AutoCAD SHX Text

6"CRABAPPLE

AutoCAD SHX Text

10"CRABAPPLE

AutoCAD SHX Text

10"CRABAPPLE

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

2"REDBUD

AutoCAD SHX Text

6"CREPE MYRTLE

AutoCAD SHX Text

12"MAPLE

AutoCAD SHX Text

12"MAPLE

AutoCAD SHX Text

15"SYCAMORE

AutoCAD SHX Text

12"SYCAMORE

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1.5"DOGWOOD

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

EXIST. 15" HDPE

AutoCAD SHX Text

EXIST. 4" PVC

AutoCAD SHX Text

6"OAK

AutoCAD SHX Text

6"CREPE MYRTLE

AutoCAD SHX Text

12"MAPLE

AutoCAD SHX Text

12"OAK

AutoCAD SHX Text

12"SYCAMORE

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text

PI: 0+49.02

AutoCAD SHX Text

PI: 0+59.62

AutoCAD SHX Text

PC: 0+92.07

AutoCAD SHX Text

PT: 1+45.43

AutoCAD SHX Text

PC: 2+35.18

AutoCAD SHX Text

PT: 2+53.13

AutoCAD SHX Text

PC: 3+04.92

AutoCAD SHX Text

PT: 3+74.28

AutoCAD SHX Text

PC: 4+45.36

AutoCAD SHX Text

PCC: 5+50.90

AutoCAD SHX Text

PCC: 6+33.22

AutoCAD SHX Text

PT: 6+81.84

AutoCAD SHX Text 0+50

AutoCAD SHX Text

EXISTING TRAIL

AutoCAD SHX Text

EXISTING CURB

AutoCAD SHX Text

REPLACE BOLLARD HOLES IN KIND AT EXIST. LOCATIONS

AutoCAD SHX Text STA. 0+10.00 C/L TRAIL 'A' 0+10.00 C/L TRAIL 'A' BEGIN TRAIL 'A' RECONSTRUCTION AT EXISTING PARKING LOT E.O.P.

AutoCAD SHX Text STA. 0+50.00 C/L TRAIL 'B'= 0+50.00 C/L TRAIL 'B'= END TRAIL IMPROVEMENTS CONNECT TO EXISTING TRAIL

AutoCAD SHX Text

C/L TRAIL IMPROVEMENTS 'B'

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C/L TRAIL IMPROVEMENTS 'A'

AutoCAD SHX Text

PROPOSED 8.6' TRAIL

AutoCAD SHX Text

FILL

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FILL

AutoCAD SHX Text

FILL

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EXISTING WALKING PATH TO REMAIN

AutoCAD SHX Text

FILL

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FILL

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EXISTING FENCE TO REMAIN

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EXISTING SOCCER FIELD

AutoCAD SHX Text STA. 5+50.00 C/L TRAIL 'A'= 5+50.00 C/L TRAIL 'A'= END IMPROVEMENTS ON NEW PROFILE BEGIN IMPROVEMENTS AT EXISTING GRADE

AutoCAD SHX Text

EXISTING FENCE TO REMAIN

AutoCAD SHX Text

CUT

AutoCAD SHX Text

STA. 7+09.00 C/L TRAIL 'A' END IMPROVEMENTS MATCH EXISTING TRAIL

AutoCAD SHX Text REPLACE EXIST. 4" PVC WITH 6" PVC INVERT ELEVATIONS TO BE DETERMINED DURING CONSTRUCTION SEE PAYMENT NOTE

AutoCAD SHX Text

STA. 0+31.97 C/L TRAIL 'A' = 0+31.97 C/L TRAIL 'A' = STA. 0+00.00 C/L TRAIL 'B'

AutoCAD SHX Text

PROPOSED 8.0' TRAIL 'A'

AutoCAD SHX Text

PROPOSED 8.0' TRAIL 'A'

AutoCAD SHX Text

EXISTING SOCCER FIELD

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EXISTING LIGHT TO REMAIN

AutoCAD SHX Text

EXISTING LIGHT TO REMAIN

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EXISTING LIGHTS TO REMAIN

AutoCAD SHX Text

EXISTING BENCH TO REMAIN

AutoCAD SHX Text

EXISTING TRAIL

AutoCAD SHX Text

FILL

AutoCAD SHX Text

FILL

AutoCAD SHX Text

CUT

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

FILL

AutoCAD SHX Text

EXISTING CONTOUR (TYP.)

AutoCAD SHX Text

EXISTING BENCH AND SLAB TO BE REMOVED AND REPLACED. SEE PAYMENT NOTE.

AutoCAD SHX Text 10'R

AutoCAD SHX Text 100'R

AutoCAD SHX Text 800'R

AutoCAD SHX Text 460'R

AutoCAD SHX Text 127'R

AutoCAD SHX Text 228'R

AutoCAD SHX Text

END CONCRETE LANDING STA. 1+70.00 C/L TRAIL 'A'

AutoCAD SHX Text

BEGIN CONCRETE LANDING STA. 1+60.00 C/L TRAIL 'A'

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END CONCRETE LANDING STA. 3+60.00 C/L TRAIL 'A'

AutoCAD SHX Text

BEGIN CONCRETE LANDING STA. 3+50.00 C/L TRAIL 'A'

AutoCAD SHX Text

AutoCAD SHX Text -0+20

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+80

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+20

AutoCAD SHX Text 1+40

AutoCAD SHX Text 1+60

AutoCAD SHX Text 1+80

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+20

AutoCAD SHX Text 2+40

AutoCAD SHX Text 2+60

AutoCAD SHX Text 2+80

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+20

AutoCAD SHX Text 3+40

AutoCAD SHX Text 3+60

AutoCAD SHX Text 3+80

AutoCAD SHX Text 4+00

AutoCAD SHX Text 4+20

AutoCAD SHX Text 4+40

AutoCAD SHX Text 4+60

AutoCAD SHX Text 4+80

AutoCAD SHX Text 5+00

AutoCAD SHX Text 5+20

AutoCAD SHX Text 5+40

AutoCAD SHX Text 5+60

AutoCAD SHX Text 5+80

AutoCAD SHX Text 6+00

AutoCAD SHX Text 6+20

AutoCAD SHX Text 6+40

AutoCAD SHX Text 6+60

AutoCAD SHX Text 6+80

AutoCAD SHX Text 7+00

AutoCAD SHX Text 7+20

AutoCAD SHX Text STA. 0+10.00 C/L TRAIL 'A' 0+10.00 C/L TRAIL 'A' BEGIN TRAIL 'A' RECONSTRUCTION AT EXISTING PARKING LOT E.O.P. ELEV. 977.30

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 6.90%

AutoCAD SHX Text 2.00%

AutoCAD SHX Text 7.00%

AutoCAD SHX Text 1.50%

AutoCAD SHX Text 1.95%

AutoCAD SHX Text 3.13%

AutoCAD SHX Text

GRADE BREAK BEGIN CONCRETE LANDING STA = 1+60.00

AutoCAD SHX Text

ELEV = 986.80

AutoCAD SHX Text

GRADE BREAK BEGIN CONCRETE LANDING STA = 3+50.00

AutoCAD SHX Text

ELEV = 999.37

AutoCAD SHX Text STA. 5+50.00 C/L TRAIL 'A'= 5+50.00 C/L TRAIL 'A'= END IMPROVEMENTS ON NEW PROFILE BEGIN IMPROVEMENTS AT EXISTING GRADE ELEV. 1004.64

AutoCAD SHX Text

GRADE BREAK STA = 0+30.00

AutoCAD SHX Text

ELEV = 977.70

AutoCAD SHX Text

GRADE BREAK END CONCRETE LANDING STA = 1+70.00

AutoCAD SHX Text

ELEV = 986.95

AutoCAD SHX Text

GRADE BREAK END CONCRETE LANDING STA = 3+60.00

AutoCAD SHX Text

ELEV = 999.52

AutoCAD SHX Text

GRADE BREAK STA = 4+30.00

AutoCAD SHX Text

ELEV = 1000.88

AutoCAD SHX Text

PROPOSED FINISHED GRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

TRAIL 'A' PROFILE

AutoCAD SHX Text

AutoCAD SHX Text -0+20

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+60

AutoCAD SHX Text

AutoCAD SHX Text -0+20

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+60

AutoCAD SHX Text

AutoCAD SHX Text -1.50%

AutoCAD SHX Text -3.09%

AutoCAD SHX Text STA. 0+31.97 C/L TRAIL 'A' = 0+31.97 C/L TRAIL 'A' = STA. 0+00.00 C/L TRAIL 'B' ELEV. 977.84

AutoCAD SHX Text

GRADE BREAK STA = 0+04.00

AutoCAD SHX Text

ELEV = 977.84

AutoCAD SHX Text STA. 0+50.00 C/L TRAIL 'B'= 0+50.00 C/L TRAIL 'B'= END TRAIL IMPROVEMENTS CONNECT TO EXISTING TRAIL ELEV. 976.36

AutoCAD SHX Text

TRAIL 'A' PROFILE

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TRAIL 'B' PROFILE

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EXIST. GROUND

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PROPOSED FINISHED GRADE

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SCALE = 1"=30' HORIZONTAL 1"=3' VERTICAL

AutoCAD SHX Text

SCALE = 1"=30' HORIZONTAL 1"=3' VERTICAL

AutoCAD SHX Text

SCALE = 1"=30' HORIZONTAL 1"=3' VERTICAL

AutoCAD SHX Text STA. 0+31.97 C/L TRAIL 'A' = 0+31.97 C/L TRAIL 'A' = STA. 0+00.00 C/L TRAIL 'B' ELEV. 977.84

AutoCAD SHX Text STA. 7+09.00 C/L TRAIL 'A' 7+09.00 C/L TRAIL 'A' END IMPROVEMENTS MATCH EXISTING TRAIL

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DRAWN BY:

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CHECKED BY:

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DATE:

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SCALE:

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FILE NO.:

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REVISIONS

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NO.

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DATE

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CKD.

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SHEET FIVE

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NO.

AutoCAD SHX Text 1"=30'

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CAS

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TYPE

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YEAR

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PROJECT NO

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SHEET NO

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CONSTRUCTION

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BOB LEONARD TRAIL IMPROVEMENTS

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TOWN OF FARRAGUT MAYOR BOB LEONARD PARK TRAIL IMPROVEMENTS

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PROPOSED LAYOUT TRAIL IMPROVEMENTS 'A' & 'B'

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GRAPHIC SCALE

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URBAN ENGINEERING, INC.

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(865) 966-1924

AutoCAD SHX Text

KNOXVILLE, TENNESSEE 37932

AutoCAD SHX Text

10330 HARDIN VALLEY ROAD, SUITE 201

AutoCAD SHX Text

OF 16 SHEETS

AutoCAD SHX Text 01/31/2024

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text 2408033

PAYMENT NOTE: THESE ITEMS ARE NOT TO BE PAID FOR SEPARATELY, BUT INCLUDED IN THE UNIT PRICES FOR OTHER BID ITEMS.

0+25.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-6.63 Elev = 977.30

AutoCAD SHX Text Offset=7.63 Elev = 976.81

AutoCAD SHX Text Offset=0.00 Elev = 977.60

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=2.9 S.F. (0.30 S.Y.)

AutoCAD SHX Text

FILL=1.8 S.F. (0.20 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 0+50.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-11.16 Elev = 977.30

AutoCAD SHX Text Offset=14.51 Elev = 976.01

AutoCAD SHX Text Offset=0.00 Elev = 979.10

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=0 S.F. (0.00 S.Y.)

AutoCAD SHX Text

FILL=27.6 S.F. (3.07 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 0+75.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-10.77 Elev = 979.18

AutoCAD SHX Text Offset=14.63 Elev = 977.73

AutoCAD SHX Text Offset=0.00 Elev = 980.85

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=0 S.F. (0.00 S.Y.)

AutoCAD SHX Text

FILL=30.5 S.F. (3.33 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 1+50.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-5.93 Elev = 986.19

AutoCAD SHX Text Offset=11.23 Elev = 984.11

AutoCAD SHX Text Offset=0.00 Elev = 986.10

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=1.6 S.F. (0.18 S.Y.)

AutoCAD SHX Text

FILL=4.0 S.F. (0.44 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 1+00.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-7.20 Elev = 982.12

AutoCAD SHX Text Offset=12.56 Elev = 980.16

AutoCAD SHX Text Offset=0.00 Elev = 982.60

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=0 S.F. (0.00 S.Y.)

AutoCAD SHX Text

FILL=14.3 S.F. (1.59 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 1+25.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-6.55 Elev = 984.45

AutoCAD SHX Text Offset=9.29 Elev = 983.00

AutoCAD SHX Text Offset=0.00 Elev = 984.35

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=1.1 S.F. (0.12 S.Y.)

AutoCAD SHX Text

FILL=3.5 S.F. (0.39 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 1+75.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-6.71 Elev = 987.78

AutoCAD SHX Text Offset=6.12 Elev = 987.01

AutoCAD SHX Text Offset=0.00 Elev = 987.30

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=3.9 S.F. (0.43 S.Y.)

AutoCAD SHX Text

FILL=0.6 S.F. (0.07 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FILE NO.:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CKD.

AutoCAD SHX Text

SHEET SIX

AutoCAD SHX Text

NO.

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text

CAS

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

SHEET NO

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

BOB LEONARD TRAIL IMPROVEMENTS

AutoCAD SHX Text

TOWN OF FARRAGUT MAYOR BOB LEONARD PARK TRAIL IMPROVEMENTS

AutoCAD SHX Text

CROSS SECTIONS TRAIL IMPROVEMENTS 'A' STA. 0+25 - STA. 1+75

AutoCAD SHX Text

URBAN ENGINEERING, INC.

AutoCAD SHX Text

(865) 966-1924

AutoCAD SHX Text

KNOXVILLE, TENNESSEE 37932

AutoCAD SHX Text

10330 HARDIN VALLEY ROAD, SUITE 201

AutoCAD SHX Text

OF 16 SHEETS

AutoCAD SHX Text 2408033

AutoCAD SHX Text 01/31/2024

AutoCAD SHX Text

EMB=14

AutoCAD SHX Text

EXC=1

AutoCAD SHX Text

EMB=27

AutoCAD SHX Text

EXC=0

AutoCAD SHX Text

EMB=21

AutoCAD SHX Text

EXC=0

AutoCAD SHX Text

EMB=8

AutoCAD SHX Text

EXC=1

AutoCAD SHX Text

EMB=3

AutoCAD SHX Text

EXC=1

AutoCAD SHX Text

EMB=2

AutoCAD SHX Text

EXC=3

AutoCAD SHX Text

EMB=1

EXC=3

2+00.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-6.09 Elev = 989.30

AutoCAD SHX Text Offset=7.77 Elev = 988.18

AutoCAD SHX Text Offset=0.00 Elev = 989.02

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=3.2 S.F. (0.36 S.Y.)

AutoCAD SHX Text

FILL=1.0 S.F. (0.11 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 2+25.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-5.93 Elev = 990.97

AutoCAD SHX Text Offset=11.11 Elev = 988.79

AutoCAD SHX Text Offset=0.00 Elev = 990.75

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=3.1 S.F. (0.34 S.Y.)

AutoCAD SHX Text

FILL=3.1 S.F. (0.34 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 2+75.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-6.66 Elev = 994.29

AutoCAD SHX Text Offset=9.42 Elev = 992.80

AutoCAD SHX Text Offset=0.00 Elev = 994.20

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=2.4 S.F. (0.27 S.Y.)

AutoCAD SHX Text

FILL=2.5 S.F. (0.28 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 2+50.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-4.96 Elev = 992.54

AutoCAD SHX Text Offset=9.29 Elev = 991.12

AutoCAD SHX Text Offset=0.00 Elev = 992.47

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=3.0 S.F. (0.33 S.Y.)

AutoCAD SHX Text

FILL=2.2 S.F. (0.24 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 3+00.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-7.29 Elev = 996.03

AutoCAD SHX Text Offset=9.96 Elev = 994.35

AutoCAD SHX Text Offset=0.00 Elev = 995.92

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=2.6 S.F. (0.29 S.Y.)

AutoCAD SHX Text

FILL=2.3 S.F. (0.26 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 3+25.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-5.60 Elev = 997.70

AutoCAD SHX Text Offset=6.59 Elev = 997.20

AutoCAD SHX Text Offset=0.00 Elev = 997.65

AutoCAD SHX Text 3:1

AutoCAD SHX Text

CUT=3.2 S.F. (0.36 S.Y.)

AutoCAD SHX Text

FILL=1.0 S.F. (0.11 S.Y.)

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 3+50.00

AutoCAD SHX Text

AutoCAD SHX Text -10

AutoCAD SHX Text -20

AutoCAD SHX Text -30

AutoCAD SHX Text -40

AutoCAD SHX Text -50

AutoCAD SHX Text Offset=-6.72 Elev = 999.05

AutoCAD SHX Text Offset=11.42 Elev = 997.32

AutoCAD SHX Text Offset=0.00 Elev = 999.37

AutoCAD SHX Text 3:1

AutoCAD…

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File details come from the government source that posted it. Updated Apr 29, 2025.