Murfreesboro_Transit_Shelters_Bid_Set_2025-11-07.pdf

PDF 24 MB Posted May 1, 2026

Attached to: Transit Shelters
Solicitation number: ITB-28-2026
Issued by: Rutherford County, Tennessee

About this file

Written by GovTribe AI · May 14, 2026

This is a bid set for transit shelters prepared by the City of Murfreesboro Transportation Department in Rutherford County, Tennessee, encompassing eight bus shelter locations across commission districts 15, 16, 17, and 18. The project, designated ITB-28-2026, involves the installation of eight transit shelters with associated passenger benches, trash receptacles, and solar lighting systems at specified locations including Memorial Walgreens, Adams Place, South Church McDonald's, South Church Regal Inn, Northfield Boulevard, Greenland Drive, and Middle Tennessee Save-A-Lot. The bid set includes detailed site plans, grading plans, erosion and sediment control plans, and traffic control plans prepared by Kimley-Horn and Associates, Inc. Sealed bids are due no later than Wednesday, June 3, 2026, at 2:00 pm CST to the City of Murfreesboro Transportation Department located at 111 West Vine Street, Murfreesboro, Tennessee 37130, with contact being Jim Kerr at (615) 893-6441. The project involves site preparation including removal and replacement of approximately 90 to 141 square feet of sidewalk at each location, installation of concrete pads ranging from 278 to 383 square feet, grading to match existing conditions, and implementation of erosion control measures.

The project specifications require 4,000 PSI Portland cement concrete for all sidewalk and pad construction, compliance with ADA standards for accessibility including curb ramps and detectable warning surfaces, and adherence to Tennessee Department of Transportation standards and the Manual on Uniform Traffic Control Devices. Contractors must verify all existing utilities prior to construction, coordinate with utility companies for relocations as needed, maintain proper drainage with slopes not exceeding 3:1, and implement comprehensive erosion and sediment control measures throughout construction including silt fence installation and inlet protection. All work must conform to local codes and regulations of the City of Murfreesboro and Rutherford County, with the contractor bearing responsibility for utility damage repairs, traffic control device installation and maintenance, and protection of existing trees and utilities marked to remain. The bid set indicates no portion of the project is located in a flood hazard area according to Federal Emergency Management Agency flood maps, and the total disturbed area across all eight shelter locations is approximately 2,400 square feet with individual site disturbances ranging from 66 to 383 square feet.

View the file

Other files

File	Type	Posted
BID_FORM-_ITB-38-2026-TransitShelters-Group1_FINAL_rev_5.18.26.pdf	PDF	May 18, 2026
Bid_Specs_and_Documents-TransitShelters-Group1_FINAL_rev_5.18.26.pdf	PDF	May 18, 2026
Bid_Specs_and_Documents-TransitShelters-Group1_FINAL.pdf	PDF	May 1, 2026
BID_FORM-_ITB-38-2026-TransitShelters-Group1_FINAL.pdf	PDF	May 1, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

MURFREESBORO TRANSIT SHELTERS - GROUP 1

COUNTRY COMMISSION DISTRICTS 15,16,17, AND 18

COUNCIL MEMBERS CRAIG HARRIS, PHIL DODD, JEFF

PHILLIPS, AND ALLEN MCADOO

CITY OF MURFREESBORO

RUTHERFORD COUNTY, TN

118073008 14

10 Lea Avenue, Suite 400, Nashville, TN 37210 Main: (615) 564-2701 | www.kimley-horn.com

before you dig.Call Know what's below.

CITY OF MURFREESBORO

TRANSPORTATION DEPARTMENT

111 W VINE STREET

MURFREESBORO, TN 37130

PHONE: (615) 893-6441

CONTACT: JIM KERR

M U

O R

O T

- G

R O

U P

N S

VICINITY MAP

NOT TO SCALE

REMARKS

TOTAL SHEETS

PLAN REVISIONS

REVISION NO. DATE

FILE NUMBER SHEET NUMBER

SITE PLAN SUBMITTAL

C0-00

OWNER / DEVELOPER

PLANS PREPARED BY

ENGINEER'S SEAL

BUILDING AND CODES DEPT.

MURFREESBORO BUILDING AND

CODES DEPARTMENT

111 W VINE STREET

MURFREESBORO, TN 37130

PHONE: (615) 893-3750

CIVIL ENGINEER

KIMLEY-HORN AND ASSOCIATES, INC.

10 LEA AVENUE, SUITE 400

NASHVILLE, TN 37210

CONTACT: MARK BOYD, PE

PHONE: (615) 432-5518

PERMITTING / UTILITY CONTACTS

PROJECT DESIGN TEAM

SURVEY

KIMLEY-HORN AND ASSOCIATES, INC.

10 LEA AVENUE, SUITE 400

NASHVILLE, TN 37210

CONTACT: SAM BILLINGSLEY, PLS

PHONE: (615) 564-2701

STORMWATER

MURFREESBORO WATER

RESOURCES DEPARTMENT

300 NW BROAD STREET

MURFREESBORO, TN 37130

PHONE: (615) 890-0862

SANITARY SEWER

MURFREESBORO WATER

RESOURCES DEPARTMENT

300 NW BROAD STREET

MURFREESBORO, TN 37130

PHONE: (615) 890-0862

WATER

MURFREESBORO WATER

RESOURCES DEPARTMENT

300 NW BROAD STREET

MURFREESBORO, TN 37130

PHONE: (615) 890-0862

CABLE

COMCAST

521 N THOMPSON LN

MURFREESBORO, TN 37129

PHONE: (800) 266-2278

ELECTRIC

MIDDLE TENNESSEE ELECTRIC

555 NEW SALEM HWY

MURFREESBORO, TN 37129

PHONE: (877) 777-9020

TELEPHONE

AT&T

1851 OLD FORT PKWY

MURFREESBORO, TN 37129

PHONE: (833) 719-2431

NATURAL GAS

ATMOS ENERGY

334 W LOKEY AVE

MURFREESBORO, TN 37130

PHONE: (888) 286-6700

BUS SHELTER 4 LOCATION

NORTH

BUS SHELTER 3 LOCATION

BUS SHELTER 7 LOCATION

BUS SHELTER 5 LOCATION

BUS SHELTER 1 LOCATION

BUS SHELTER 2 LOCATION

MURFREESBORO, TN

GENERAL NOTES

1. BASE INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY

KIMLEY-HORN AND ASSOCIATES, INC.

2. KIMLEY-HORN AND ASSOCIATES, INC. AND ANY OF THEIR

CONSULTANTS SHALL NOT BE HELD RESPONSIBLE FOR THE

ACCURACY AND/OR COMPLETENESS OF THAT INFORMATION

SHOWN HEREON OR ANY ERRORS OR OMISSIONS RESULTING

FROM SUCH.

3. THE CONTRACTOR IS TO CHECK ALL EXISTING CONDITIONS (I.E.

INVERTS, UTILITY ROUTINGS, UTILITY CROSSINGS, AND

DIMENSIONS) IN THE FIELD PRIOR TO COMMENCEMENT OF WORK.

REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE.

4. THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF ALL

EXISTING UTILITIES. TAKE CARE TO PROTECT UTILITIES THAT ARE

TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL

STANDARDS AND AT THE CONTRACTOR'S EXPENSE. COORDINATE

ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.

5. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND

RECEIVE APPROVAL WHERE NECESSARY BEFORE BEGINNING

CONSTRUCTION.

6. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT

OR CONCRETE AND NEW CONCRETE. FIELD ADJUSTMENT OF FINAL

GRADES MAY BE NECESSARY SUBJECT TO THE APPROVAL OF CITY

OF MURFREESBORO TRANSPORTATION DEPARTMENT AND THE

ENGINEER.

7. ANY WORK UNACCEPTABLE TO THE OWNER'S REPRESENTATIVE OR

TO THE LOCAL GOVERNING AUTHORITY SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO

THE OWNER.

8. ALL ROADWAY CONSTRUCTION SHALL CONFORM TO THE

REQUIREMENTS AND SPECIFICATIONS OF LOCAL GOVERNING

AGENCY

9. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL

CONFORM TO LOCAL GOVERNING AGENCY REGULATIONS AND

SPECIFICATIONS.

10. THE CONTRACTOR SHALL CONFORM WITH ALL AMERICANS WITH

DISABILITIES ACT (ADA) GUIDELINES.

11. THE CONTRACTOR SHALL PLACE TOPSOIL, SEED AND STRAW IN

ANY AREAS WHERE PROPOSED GRADES DO NOT MATCH EXISTING

GRADES AT THE LIMITS OF THE PROPOSED IMPROVEMENTS.

SLOPES SHALL BE LIMITED TO A MAXIMUM OF 3:1 (H:V).

12. ALL DIMENSIONS SHOWN ON THE LAYOUT AND GRADING SHEETS

ARE TO THE BACK OF CURB AND THE OUTSIDE EDGE (ROOF

OVERHANG) OF THE SHELTERS.

GRADING NOTES

1. ALL EXCAVATION IS UNCLASSIFIED.

2. WITHIN EASEMENTS CONTRACTOR SHALL PROTECT AND RESTORE

SAID PROPERTY TO A CONDITION SIMILAR OR EQUAL TO THAT

EXISTING AT THE COMMENCEMENT OF CONSTRUCTION, EXCEPT AS

NOTED.

3. CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN

ALL PERMITS.

4. IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN

THE DRAWINGS, OR IF PROBLEMS ARE ENCOUNTERED DURING

CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE DESIGN

ENGINEER BEFORE PROCEEDING WITH WORK.

5. THIS GRADING PLAN IS NOT A GUARANTEE NOR AN INDICATION

THAT THE SUBSURFACE CONDITIONS ARE SUITABLE FOR THE WORK

DEPICTED HEREON.

6. ALL CUT AND FILL SLOPES ARE SHOWN AS 3:1 UNLESS OTHERWISE

NOTED ON THE GRADING PLAN.

7. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY LANE CLOSURE

OR SIDEWALK CLOSURE PERMITS FROM THE LOCAL GOVERNING

AGENCY.

75% PRELIMINARY PLANS: 06/12/2024

DESCRIPTION SHELTER NAMEDIRECTIONROUTE NAMENO.

1 MEMORIAL WALGREENS NORTH OF NORTHFIELD BLVD MEMORIAL WALGREENSINBOUND

2 MEMORIAL AIRPORT ROAD ACROSS FROM WALMART ADAMS PLACEINBOUND

INBOUND

OUTBOUND

SOUTH CHURCH

HIGHLAND

MCDONALDS NORTH OF WARRIOR/BUTLER DRIVE S CHURCH MCDONALDS

REGAL INN AT FAR SIDE OF SHELBY STREET S CHURCH REGAL INN

NORTHFIELD BLVD AT N TENNESSEE BLVD NORTHFIELD BLVD

BUS SHELTERS

OUTBOUND8 MLK SAVE-A-LOT/KROGER MIDDLE TN SAVEALOT

INBOUND7 HIGHLAND GREENLAND DRIVE GREENLAND

BUS SHELTER 8 LOCATION

SHEET INDEX

SHEET

NUMBER DESCRIPTION

C0-00 COVER

C0-01 GENERAL NOTES

C1-00 SHELTER VICINITY MAP

C1-01 SHELTER LOCATIONS

C1-02 SHELTER LOCATIONS

C2-01 SHELTER 1 - MEMORIAL WALGREENS

C2-02 SHELTER 2 - ADAMS PLACE

C2-03 SHELTER 3 - S CHURCH MCDONALDS

C2-04 SHELTER 4 - S CHURCH REGAL INN

C2-05 SHELTER 5 - NORTHFIELD BLVD

C2-07 SHELTER 7 - GREENLAND

C2-08 SHELTER 8 - MIDDLE TN SAVEALOT

C8-00 SITE AND EPSC DETAILS

T1-00 TRAFFIC CONTROL PLAN

SITE PLAN RESUBMITTAL: 07/02/2025

AGRICULTURE

MARK R. BOYD

GI STERED ENGINEER

STATE OF TENNESSE

No . 129343

C O MM E R C E

BID SET: 11/07/2025

MULTICORELINK:C0-01 GENERAL NOTES-C0-01 GENERAL NOTES

MULTICORELINK:C2-10 SITE LAYOUT - ENLARGEMENT-C1-01 SHELTER LOCATIONS

MULTICORELINK:C2-10 SITE LAYOUT - ENLARGEMENT-C1-02 SHELTER LOCATIONS

MULTICORELINK:C2-00 SITE LAYOUT - OVERALL-C2-01

MULTICORELINK:C2-00 SITE LAYOUT - OVERALL-C2-03

MULTICORELINK:C2-00 SITE LAYOUT - OVERALL-C2-04

MULTICORELINK:C2-00 SITE LAYOUT - OVERALL-C2-05

MULTICORELINK:C2-00 SITE LAYOUT - OVERALL-C2-07

MULTICORELINK:C2-00 SITE LAYOUT - OVERALL-C2-08

MULTICORELINK:C8-00 SITE DETAILS-C8-01 SITE DETAILS

MULTICORELINK:T1-00 TRAFFIC SIGNAL PLAN-T1-00 TRAFFIC SIGNAL PLAN

Th is d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

K im le y-

H or n an d As so ci at es

, I nc

N o.

N S

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118073008

L ea A ve nu e, S ui te

, N as hv ille

, T N

M ai n:

.2 w w w .k im le y-ho rn .c om

Ki m le y- H or n an d

As so ci at es , I nc

M U

O R

O T

- G

R O

U P

O F

M U

O R

O N

M U

O R

O , T

Drawing name: K:\NSH_LDEV\118073008 - Murfreesboro Transit Route and Shelters\4-CADD\PlanSheets\C0-01 GENERAL NOTES.dwg C0-01 GENERAL NOTES Nov 07, 2025 8:54am by: Mark.Boyd

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

11/07/2025

AGRICULTURE

MARK R. BOYD

GI STERED ENGINEER

STATE OF TENNESSE

No . 129343

C O MM E R C E

ZJD

MTM

CGL

C0-01

GENERAL NOTES

CONTRACTOR RESPONSIBILITIES

1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR:

A. THE CONTRACTOR SHALL VERIFY ALL PROPOSED AND EXISTING CONDITIONS INCLUDING UTILITIES (INVERTS, CONNECTIONS, MATERIALS, ETC.) AND DIMENSIONS WITHIN THE LIMITS OF WORK PRIOR TO

THE START OF CONSTRUCTION.

B. THE CONTRACTOR IS RESPONSIBLE FOR ALL NOTIFICATIONS AND LIAISONS WITH UTILITY COMPANIES

DURING THE PROCESS OF LOCATING, RELOCATING, AND TYING INTO PUBLIC UTILITIES.

C. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS.

THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR INSIDE THE

APPROVED LIMITS INDICATED ON THE APPROVED PLANS.

2. DURING CONSTRUCTION:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVIATIONS FROM THESE PLANS AND

SPECIFICATIONS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER MAY CAUSE THE WORK TO BE

UNACCEPTABLE.

B. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS IN ORDER TO COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. WHERE A CONFLICT OCCURS, THE STRICTEST DESIGN SHALL GOVERN. THE ENGINEER'S REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., DOES

NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY SPECIFIC DEVIATIONS AND OBTAIN

ENGINEER'S WRITTEN APPROVAL OF THE SPECIFIC DEVIATION.

C. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND

REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

D. ALL CONSTRUCTION MUST CONFORM TO THE STANDARDS, SPECIFICATIONS, AND CODES OF THE

GOVERNING MUNICIPALITIES.

E. CONSTRUCTION SHALL MEET ALL STANDARDS SET FORTH IN THE AMERICANS WITH DISABILITIES ACT

(VERSION 2010).

F. IF THE CONTRACTOR DAMAGES ANY EXISTING UTILITIES DURING CONSTRUCTION, HE SHALL, AT HIS OWN EXPENSE, REPLACE OR REPAIR THE UTILITIES TO ORIGINAL CONDITION AND QUALITY AS

APPROVED BY THE OWNER AND REPRESENTATIVE OF THE APPROPRIATE UTILITY COMPANY.

G. SUFFICIENT BARRICADES, LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL METHODS IN ACCORDANCE

WITH GOVERNING ORDINANCES MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE

PUBLIC. SAID CONTROL DEVICES SHALL BE PER THE MANUAL OF TRAFFIC CONTROL DEVICES,

M.U.T.C.D., CURRENT EDITION, AND SHALL BE PROVIDED AND MAINTAINED THROUGHOUT

CONSTRUCTION.

H. TRAFFIC CONTROLS AND OTHER WARNING DEVICES SHALL BE INSTALLED PRIOR TO THE

COMMENCEMENT OF ANY WORK ON CITY, COUNTY, OR TENNESSEE DEPARTMENT OF

TRANSPORTATION ROADS. THEY SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND SHALL

REMAIN IN PLACE UNTIL THE CONCLUSION OF ALL WORK.

I. ALL WARNING DEVICES SHALL BE EITHER TYPE I BARRICADES OR DRUMS WITH WARNING LIGHTS ON

EVERY OTHER DEVICE. THEY SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD), CURRENT EDITION, METRO NASHVILLE STANDARDS FOR COLOR, SIZE,

REFLECTIVITY, HEIGHT, AND PLACEMENT.

J. FIRE DEPARTMENT ACCESS SHALL BE MAINTAINED AT ALL TIMES.

K. CONTRACTOR SHALL SHORE AND BRACE ALL EARTH, FORMS, CONCRETE, STEEL, WOOD, AND

MASONRY TO RESIST GRAVITY, EARTH, WIND, THERMAL, CONSTRUCTION, AND MISCELLANEOUS LOADS

DURING CONSTRUCTION.

L. ON-SITE BURIAL OF DEBRIS IS PROHIBITED.

M. UNLESS OTHERWISE NOTED THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL FABRICATED

MATERIALS TO THE ENGINEER. DESIGN DOCUMENTS SHALL NOT BE REPRODUCED AS SHOP

DRAWINGS.

N. IN CASE OF UNFORESEEN CONSTRUCTION COMPLICATIONS OR DISCREPANCIES, THE CONTRACTOR IS

TO IMMEDIATELY NOTIFY THE ENGINEER IN WRITING.

O. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE.

P. CONTRACTOR SHALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL EXISTING BUILDINGS THROUGHOUT CONSTRUCTION UNLESS APPROVAL FOR SERVICE INTERRUPTION IS OBTAINED FROM

THE OWNERS IN ADVANCE.

Q. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR

SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA

INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH

INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA.

R. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE PREMISES OR ADJACENT

PREMISES, OR INJURIES TO THE PUBLIC DURING THE CONSTRUCTION OF THE WORK, WHETHER

CAUSED BY HIMSELF, HIS SUBCONTRACTORS, OR THE CARELESSNESS OF ANY OF HIS EMPLOYEES.

S. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TEMPORARY WORKS FOR THE PROTECTION OF THE WORK AND THE PUBLIC, INCLUDING BARRICADES, WARNING SIGNS, LIGHTS, ETC.

T. THE CONTRACTOR IS TO CHECK AND VERIFY ALL MEASUREMENTS, LEVELS, ETC. BEFORE ORDERING

MATERIALS AND PROCEEDING WITH THE WORK, AND IS TO BE RESPONSIBLE FOR THE SAME.

U. CARE SHALL BE TAKEN TO PROTECT ANY UTILITIES, TREES, ETC. WHICH ARE TO REMAIN AND NOT TO

BE DISTURBED BY THE CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

DAMAGES TO SUCH PROPERTY.

DEMOLITION INFORMATION:

1. NOTIFICATIONS:

THE CONTRACTOR SHALL NOTIFY THE OWNER AND CITY INSPECTOR(S) 24 HOURS PRIOR TO

ANY DEMOLITION OR CONSTRUCTION.

2. DISPOSAL GUIDELINES:

A. ONLY ITEMS SPECIFICALLY NOTED TO BE DEMOLISHED SHALL BE REMOVED FROM THE

SITE.

B. REMOVE EXISTING PAVED AREAS AS SHOWN INCLUDING DRIVEWAYS, SIDEWALKS,

PARKING AREAS, SERVICE AREAS, EQUIPMENT PADS, AND ALL MISCELLANEOUS PAVING.

C. ALL DEBRIS RESULTING FROM DEMOLITION SHALL BE REMOVED FROM THE SITE

AND DISPOSED OF LEGALLY BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE,

AND FEDERAL REGULATIONS. BACKFILL ALL TRENCHES AND EXCAVATIONS RESULTING

FROM DEMOLITION.

D. ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR UNLESS

OTHERWISE NOTED.

3. TREE PROTECTION GUIDELINES:

PROTECT ALL EXISTING TREES NOTED "TO REMAIN" AND ALL ITEMS TO BE TURNED OVER TO

THE OWNER DURING DEMOLITION. TAKE ALL NECESSARY PRECAUTIONS AND PROTECTIVE

MEASURES. ANY EXISTING ITEMS TO BE TURNED OVER TO THE OWNER WHICH ARE DAMAGED

DURING DEMOLITION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. TREES

WHICH ARE DAMAGED WILL BE REPLACED OR REIMBURSED AT A RATE TO BE DETERMINED BY

THE OWNER.

4. UTILITIES:

A. PRIOR TO REMOVING OR ABANDONING ANY UTILITY THE CONTRACTOR SHALL VERIFY

THAT NO UPSTREAM SERVICE WILL BE TERMINATED. THE CONTRACTOR SHALL INFORM

THE ENGINEER IN WRITING OF ANY TERMINATION NOT SHOWN ON THE PLANS.

B. ALL ABANDONED WATER LINES, STORM SEWER PIPE, SANITARY SEWER PIPES, GAS LINES,

OR ANY OTHER ABANDONED UNDERGROUND UTILITY SHALL BE ABANDONED IN PLACE

UNLESS NOTED OTHERWISE.

SITE GRADING:

1. THE DISTURBED AREA FOR THIS PROJECT IS APPROXIMATELY #062 SQUARE FEET.

2. NO PORTION OF THIS PROJECT IS LOCATED IN A FLOOD HAZARD AREA ACCORDING TO

FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO. 47149C0260J

DATED MAY 9, 2023, MAP NO. 47149C0270J DATED MAY 9, 2023 AND MAP NO. 47149C0280J DATED

MAY 9, 2023, ZONE "X".

3. TOPSOIL SHALL BE STORED ON SITE IN LOCATIONS APPROVED BY THE OWNER'S

REPRESENTATIVE. DRAINAGE SHALL ROUTE AROUND THESE TOPSOIL STOCKPILES FOR THE

DURATION OF THE GRADING OPERATIONS. EROSION CONTROL MEASURES SHALL BE UTILIZED

TO PREVENT LOSS OF TOPSOIL MATERIAL.

2. UNSUITABLE SOILS SHALL BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE

OWNER.

4. CUT AREA SHALL BE PROOF-ROLLED AFTER FINAL SUBGRADE IS ACHIEVED IN THE SAME

MANNER AS FILLED AREAS. SOFT OR UNSTABLE SOILS SHALL BE SCARIFIED TO A MINIMUM

DEPTH OF 12".

5. ALL FILL AREAS SHALL BE RAISED IN LIFTS NOT EXCEEDING 6 INCHES. UNLESS OTHERWISE

APPROVED BY QUALIFIED SOIL ENGINEER TO OBTAIN REQUIRED COMPACTION.

6. ALL GRADING SHALL BE COMPLETED TO THE LEVEL INDICATED BY THE SCOPE OF WORK LISTED

IN THE BID DOCUMENTS.

7. ALL AREAS SHALL BE GRADED TO PROVIDE PROPER DRAINAGE AND PREVENT STANDING

WATER.

8. ELEVATIONS SHOWN ON THE PLANS ARE THE FINISH GRADE ELEVATIONS.

9. ALL BACKFILL BEHIND WALLS SHALL BE INSTALLED PER WALL MANUFACTURER'S INSTALLATION

SPECIFICATIONS OR AS NOTED ON PLANS, WHICHEVER IS MORE RESTRICTIVE.

10. PERMANENT CUT AND FILL SLOPES SHALL NOT EXCEED 3:1 UNLESS OTHERWISE NOTED.

11. THE PROPOSED GRADING PLAN IS A RESULT OF AN ENGINEERED DESIGN AND REFLECT A

PLANNED INTENT WITH REGARD TO SLOPES AND STORM RUNOFF. SHOULD THE CONTRACTOR

HAVE QUESTIONS OR COMMENTS RELATED TO THE PROPOSED DESIGN, THE ENGINEER SHALL

BE NOTIFIED IMMEDIATELY.

12. THE CONTRACTOR SHALL NOTIFY "ONE CALL" (811) AT LEAST 72 HOURS PRIOR TO

COMMENCING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL ALSO NOTIFY THE CITY

OF MURFREESBORO WATER RESOURCES DEPARTMENT TO LOCATE WATER AND/OR SEWER AT

LEAST 72 HOURS PRIOR TO THE ESTIMATED TIME OF EXCAVATION.

GENERAL NOTES:

1. BASE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED BY KIMLEY-HORN

& ASSOCIATES, INC., DATED MARCH 27, 2023. ALL INFORMATION PROVIDED HEREIN SHALL BE

FIELD VERIFIED PRIOR TO CONSTRUCTION. KIMLEY-HORN AND ASSOCIATES SHALL NOT BE

HELD RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF THE BASE INFORMATION

SHOWN.

2. EXISTING PAVEMENT OF PUBLIC ROADWAYS SHALL BE PATCHED IN ACCORDANCE WITH LOCAL

AGENCY STANDARDS WHEREVER UTILITY INSTALLATION REQUIRES REMOVAL OF THE EXISTING

PAVEMENT.

3. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. SLIGHT

FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY.

4. ALL DIMENSIONS ARE TO FACE OF CURB AND/OR EXTERIOR FACE OF BUILDING UNLESS

OTHERWISE NOTED.

5. CONCRETE FOR CURBS AND SIDEWALKS SHALL BE 3000 PSI MIN. CONCRETE.

6. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF

ACCIDENT PREVENTION AND CONSTRUCTION ISSUED BY AGC OF AMERICA, INC. AND THE

SAFETY AND HEALTH REGULATIONS OF CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF

LABOR.

7. ALL ROADWAY AND SIDEWALK CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS AND

SPECIFICATIONS OF THE LOCAL MUNICIPALITY.

8. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE LOCAL

MUNICIPALITY AND STATE DOT REGULATIONS AND SPECIFICATIONS.

9. ANY WORK UNACCEPTABLE TO THE OWNER'S REPRESENTATIVE OR TO THE LOCAL GOVERNING

AUTHORITY SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL

EXPENSE TO THE OWNER.

EROSION AND SEDIMENT CONTROL INFORMATION:

1. COMPREHENSIVE:

A. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION

OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO OR

CONCURRENT WITH LAND-DISTURBING ACTIVITIES.

B. PROVISIONS TO PREVENT EROSION OF SOIL FROM THE SITE SHALL BE AT A MINIMUM IN

CONFORMANCE WITH THE REQUIREMENTS OF THE TENNESSEE EROSION AND SEDIMENT

CONTROL HANDBOOK. LATEST EDITION. IF FULL IMPLEMENTATION OF THE APPROVED

PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION

AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT

THE SEDIMENT SOURCE.

C. FAILURE TO INSTALL, OPERATE, OR MAINTAIN ALL EROSION CONTROL MEASURES WILL

RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH

MEASURES ARE CORRECTED BACK TO THE STANDARDS SPECIFIED IN THE TENNESSEE

EROSION AND SEDIMENT CONTROL HANDBOOKS, CURRENT EDITION.

D. EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE. THE

LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED

FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING

CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL

DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. ANY

DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE

REPORTED TO THE ENGINEER IMMEDIATELY.

E. THE CONSTRUCTION OF THE SITE WILL COMMENCE WITH THE INSTALLATION OF EROSION

CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL

SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE

CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT

VEGETATION AND ALL ROADS/DRIVEWAYS HAVE BEEN PAVED.

F. EROSION CONTROL DEVICES ARE TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO

ANY DEMOLITION.

G. SILT FENCE SHALL BE TYPE C TEMPORARY SILT FENCE AND BE WIRE ENFORCED, UNLESS

OTHERWISE NOTED.

H. ADDITIONAL EROSION CONTROL MEASURES WILL BE EMPLOYED WHERE DETERMINED

NECESSARY BY ACTUAL SITE CONDITIONS.

2. DURING CONSTRUCTION:

A. ON-SITE DUST CONTROL DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL

LOCAL CODES AND REGULATIONS.

B. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT HAS

ACCUMULATED TO 13 THE ORIGINAL HEIGHT OF THE BARRIER.

C. ALL OPEN SWALES MUST BE GRASSED AND RIP-RAP MUST BE PLACED AS REQUIRED TO

CONTROL EROSION. STONE FOR RIP-RAP SHALL CONSIST OF ROUGH UN-HEWN QUARRY

GRANITE AS NEARLY IN RECTANGULAR SECTION AS PRACTICAL. THE MINIMUM SIZE

STONE SHALL WEIGH BETWEEN 75 AND 150 POUNDS AND SHALL BE HAND PLACED AS A

LOOSE STONE EMBANKMENT.

D. NO GRADED SLOPE SHALL EXCEED 3H:1V UNLESS OTHERWISE NOTED.

E. EPSC MEASURES SHALL ONLY BE REMOVED AFTER THE SITE HAS ESTABLISHED A SOLID,

STABILIZED STAND OF GRASS.

ADA COMPLIANCE:

A. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED

ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.

B. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF

THE CURB RAMP, NOT INCLUDING FLARES.

C. ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION.

D. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING

SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION.

E. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO

CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES.

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom is d oc um en t, to ge th er w ith th e co nc ep ts a nd d es ig ns p re se nt ed h er ei n, a s an in st ru m en t o f s er vi ce , i s in te nd ed o nl y fo r t he s pe ci fic p ur po se a nd c lie nt fo r w hi ch it w as p re pa re d.

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

K im le y-

H or n an d As so ci at es

, I nc

N o.

N S

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118073008

L ea A ve nu e, S ui te

, N as hv ille

, T N

M ai n:

.2 w w w .k im le y-ho rn .c om

Ki m le y- H or n an d

As so ci at es , I nc

M U

O R

O T

- G

R O

U P

O F

M U

O R

O N

M U

O R

O , T

Drawing name: K:\NSH_LDEV\118073008 - Murfreesboro Transit Route and Shelters\4-CADD\PlanSheets\C2-10 SITE LAYOUT - ENLARGEMENT.dwg C2-10 SITE LAYOUT - ENLARGEMENT Nov 07, 2025 8:55am by: Mark.Boyd

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

11/07/2025

AGRICULTURE

MARK R. BOYD

GI STERED ENGINEER

STATE OF TENNESSE

No . 129343

C O MM E R C E

ZJD

MTM

CGL

C1-00

SHELTER VICINITY MAP

INTERSTATE 24

BUS SHELTER 3

S CHURCH MCDONALDS

BUS SHELTER 4

S CHURCH REGAL INN

BUS SHELTER 7 LOCATION

GREENLAND

BUS SHELTER 5 LOCATION

NORTHFIELD BLVD

BUS SHELTER 1

MEMORIAL WALGREENS

BUS SHELTER 2

ADAMS PLACE

S CHURCH ST

GREENLAND DR

MEMORIAL BLVD E NORTHFIELD BLVD

AIRPORT ROAD

WARRIOR DR

BUTLER DR

N TENNESSEE BLVD

SHELBY ST

NORTH

WALGREENS

WALMART SUPERCENTER

MCDONALDS

REGAL INN

LEAF AVE

DESCRIPTION SHELTER NAMEDIRECTIONROUTE NAMENO.

1 MEMORIAL WALGREENS NORTH OF NORTHFIELD BLVD MEMORIAL WALGREENSINBOUND

2 MEMORIAL AIRPORT ROAD ACROSS FROM WALMART ADAMS PLACEINBOUND

INBOUND

OUTBOUND

SOUTH CHURCH

HIGHLAND

MCDONALDS NORTH OF WARRIOR/BUTLER DRIVE S CHURCH MCDONALDS

REGAL INN AT FAR SIDE OF SHELBY STREET S CHURCH REGAL INN

NORTHFIELD BLVD AT N TENNESSEE BLVD NORTHFIELD BLVD

BUS SHELTERS

OUTBOUND8 MLK SAVE-A-LOT/KROGER MIDDLE TN SAVEALOT

INBOUND7 HIGHLAND GREENLAND DRIVE GREENLAND

BUS SHELTER 8 LOCATION

MIDDLE TN SAVEALOT

MIDDLE TN BLVDJESSICA ST

W NORTHFIELD BLVD

1723 1718

O R

AIRPORT RD

MI-TECH DR

SHELBY ST

S C

H U

R C

H S

S C

H U

R C

H S

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

K im le y-

H or n an d As so ci at es

, I nc

N o.

N S

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118073008

L ea A ve nu e, S ui te

, N as hv ille

, T N

M ai n:

.2 w w w .k im le y-ho rn .c om

Ki m le y- H or n an d

As so ci at es , I nc

M U

O R

O T

- G

R O

U P

O F

M U

O R

O N

M U

O R

O , T

Drawing name: K:\NSH_LDEV\118073008 - Murfreesboro Transit Route and Shelters\4-CADD\PlanSheets\C2-10 SITE LAYOUT - ENLARGEMENT.dwg C1-01 SHELTER LOCATIONS Nov 07, 2025 8:55am by: Mark.Boyd

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

11/07/2025

AGRICULTURE

MARK R. BOYD

GI STERED ENGINEER

STATE OF TENNESSE

No . 129343

C O MM E R C E

MRB

MTM

CGL

C1-01

SHELTER LOCATIONS

NORTH

SHELTER 1 SHELTER 2

SHELTER 4SHELTER 3

N TENNESSEE BLVD

E NORTHFIELD BLVD

188.8'

GREENLAND DR

87.9'

MIDDLE TENNESSEE BLVD

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

K im le y-

H or n an d As so ci at es

, I nc

N o.

N S

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118073008

L ea A ve nu e, S ui te

, N as hv ille

, T N

M ai n:

.2 w w w .k im le y-ho rn .c om

Ki m le y- H or n an d

As so ci at es , I nc

M U

O R

O T

- G

R O

U P

O F

M U

O R

O N

M U

O R

O , T

Drawing name: K:\NSH_LDEV\118073008 - Murfreesboro Transit Route and Shelters\4-CADD\PlanSheets\C2-10 SITE LAYOUT - ENLARGEMENT.dwg C1-02 SHELTER LOCATIONS Nov 07, 2025 8:55am by: Mark.Boyd

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

11/07/2025

AGRICULTURE

MARK R. BOYD

GI STERED ENGINEER

STATE OF TENNESSE

No . 129343

C O MM E R C E

ZJD

MTM

CGL

C1-02

SHELTER LOCATIONS

NORTH

.7'

SHELTER 5 SHELTER 7

SHELTER 8

E W

O R

O F

ORO

C /O

O.R

ORT

: 0

M -A

-0

.0 0-

CONCRETE WALK

TOP = 601.6±

(INVERTS INACCESSIBLE)

CONCRETE BUS SHELTER PAD

4.5'

N: 559045.9095 E: 1853863.4389

N: 559043.1682 E: 1853868.7761

N: 559052.0610 E: 1853873.3496 N: 559054.8023

E: 1853868.0125

N: 559039.5065 E: 1853875.8888

N: 559048.3992 E: 1853880.4624

N: 559050.6861 E: 1853876.0160

N: 559054.8812 E: 1853878.7912

N: 559052.8456 E: 1853882.7492

N: 559041.7933 E: 1853871.4424

N: 559037.1325 E: 1853869.5683

N: 559035.0601 E: 1853873.6020

CITY OF MURFREESBORO

RIGHT OF WAY

6.0'

5.0'

3.0'

E W

REMOVE AND REPLACE

APPROXIMATELY 90 SF

OF SIDEWALK

W O

ORO

C /O

O.R

ORT

: 0

M -A

-0

.0 0-

CONCRETE WALK

TOP = 601.6±

(INVERTS INACCESSIBLE)

SAWCUT 4.5 LF OF SIDEWALK

DO NOT DISTURB

EXISTING SIGN

4.5'

N: 559037.1339 E: 1853869.5688

N: 559035.0601 E: 1853873.6020

N: 559052.8456 E: 1853882.7492

N: 559054.8979 E: 1853878.7999

DO NOT DISTURB EXISTING

OVERHEAD POWER LINE

CONTRACTOR TO POTHOLE

DISTURBED AREA TO CONFIRM

NO ADDITIONAL UTILITIES ARE

LOCATED WITHIN THIS AREA

DO NOT DISTURB

EXISTING FIRE HYDRANT

DO NOT DISTURB EXISTING

STORM STRUCTURE

DO NOT DISTURB

EXISTING TREE

DO NOT DISTURB

EXISTING TREE

4.5'

DO NOT DISTURB

EXISTING WATER METERS

SAWCUT 4.5 LF OF SIDEWALK

EX. 20" CI WATERLINE

(SHOWN PER CITY GIS)

CITY OF MURFREESBORO

RIGHT OF WAY

LOD

E W

O R

O F

ORO

C /O

O.R

ORT

: 0

M -A

-0

.0 0-

CONCRETE WALK

TOP = 601.6±

(INVERTS INACCESSIBLE)

GRADING LIMIT - GRADE OUT TO

MATCH EXISTING GRADE, TYP.

1.75%

1.00%

602.55 ME

602.46 ME/TC

602.42 ME/TC

602.51

602.44

602.35 ME/TC

602.31 ME/TC

602.42 ME

602.47

602.60

602.53

602.54

CITY OF MURFREESBORO

RIGHT OF WAY

E W

O R

O F

ORO

C /O

O.R

ORT

: 0

M -A

-0

.0 0-

CONCRETE WALK

TOP = 601.6±

(INVERTS INACCESSIBLE)

CITY OF MURFREESBORO

RIGHT OF WAY

APPROXIMATELY 350 SF

OF DISTURBED AREA LO

LOD

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

K im le y-

H or n an d As so ci at es

, I nc

N o.

N S

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118073008

L ea A ve nu e, S ui te

, N as hv ille

, T N

M ai n:

.2 w w w .k im le y-ho rn .c om

Ki m le y- H or n an d

As so ci at es , I nc

M U

O R

O T

- G

R O

U P

O F

M U

O R

O N

M U

O R

O , T

Drawing name: K:\NSH_LDEV\118073008 - Murfreesboro Transit Route and Shelters\4-CADD\PlanSheets\C2-00 SITE LAYOUT - OVERALL.dwg C2-01 Nov 07, 2025 8:55am by: Mark.Boyd

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

11/07/2025

AGRICULTURE

MARK R. BOYD

GI STERED ENGINEER

STATE OF TENNESSE

No . 129343

C O MM E R C E

ZJD

MTM

CGL

C2-01

SHELTER 1 - MEMORIAL

WALGREENS

EXISTING CONDITIONS/DEMOLITION PLAN

SHELTER 1 - MEMORIAL WALGREENS

LAYOUT PLAN

SHELTER 1 - MEMORIAL WALGREENS

GRADING PLAN

SHELTER 1 - MEMORIAL WALGREENS

EROSION PREVENTION AND SEDIMENT CONTROL PLAN

SHELTER 1 - MEMORIAL WALGREENS

NORTH

CONSTRUCTION NOTES

1. CONTRACTOR SHALL ASSEMBLE AND INSTALL

BUS SHELTER, PASSENGER BENCH, TRASH

RECEPTACLE, AND SOLAR LIGHTING PER

MANUFACTURER'S INSTRUCTIONS.

2. INSTALL CONCRETE PAD/LOADING ZONE. SEE

SHEET C8-00.

3. MATCH EXISTING GRADES AT EDGE OF SIDEWALK

AND BACK OF CURB.

INLET PROTECTION - SEE SHEET C8-00

EROSION CONTROL LEGEND

EROSION EELS - SEE SHEET C8-00EE

LIMITS OF DISTURBANCELOD

HATCH AND LINETYPE LEGEND

CITY OF MURFREESBORO

CONCRETE SIDEWALK (SEE

SHEET C8-00, DETAIL 5)

BUS SHELTER (SEE SHEET

C8-00, DETAIL 1)

RIGHT OF WAY LINE

DEMOLITION LEGEND

REMOVE EXISTING SIDEWALK

SAWCUT EXISTING SIDEWALK

EXISTING UTILITIES NOTE

CONTRACTOR SHALL VERIFY LOCATION OF ALL

EXISTING UTILITIES AND NOTIFY ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES AND/OR

CONFLICTS WITH EXISTING UTILITIES PRIOR TO

PROCEEDING.

GRADING PLAN LEGEND

500.00 SPOT ELEVATION

ME MATCH EXISTING

TC TOP OF CURB

EXISTING CONTOUR

PROPOSED CONTOUR

SITE DATA TABLE

PROJECT NAME: MURFREESBORO TRANSIT SHELTERS - GROUP 1

SHELTER 1 - MEMORIAL WALGREENS - ADJACENT PROPERTY INFORMATION

MAP #: 080M A

PARCEL #: 00400

LOT NUMBER: N/A

ADDRESS: 106 W NORTHFIELD BLVD

CITY: MURFREESBORO

COUNTY: RUTHERFORD

STATE: TENNESSEE

COUNTY COMMISSION DISTRICT: 15

COUNCIL MEMBER: CRAIG HARRIS

EXISTING ZONING: COMMERCIAL HIGHWAY

DISTURBED ACREAGE: 0.008 AC

DISTURBED SQUARE FOOTAGE: 350 SQ FT

CITY CONTACT: CITY OF MURFREESBORO

TRANSPORTATION DEPARTMENT

ADDRESS: 111 WEST VINE STREET

MURFREESBORO, TN 37130

PHONE: (615) 893-6441

EMAIL: JKERR@MURFREESBOROTN.GOV

CONTACT NAME: JIM KERR

APPLICANT: KIMLEY-HORN & ASSOCIATES

ADDRESS: 10 LEA AVENUE, SUITE 400

NASHVILLE, TN 37210

PHONE: (615) 432-5518

EMAIL: MARK.BOYD@KIMLEY-HORN.COM

CONTACT NAME: MARK BOYD, P.E.

NOTES:

1. THE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE TENNESSEE STATE PLANE

COORDINATE SYSTEM AND IS BASED ON STATIC GPS OBSERVATION. VERTICAL DATUM IS

NAVD 88.

2. BASE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED BY

KIMLEY-HORN & ASSOCIATES, INC., DATED MARCH 27, 2023. ALL INFORMATION PROVIDED

HEREIN SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. KIMLEY-HORN AND

ASSOCIATES SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY AND

COMPLETENESS OF THE BASE INFORMATION SHOWN.

3. NO PORTION OF THIS PROJECT IS LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING

TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO.

47149C0260J, DATED MAY 9, 2023, ZONE "X".

CONCRETE BUS SHELTER

PAD (SEE SHEET C8-00,

DETAIL 6)

PKS

PPLS

UGG

CONCRETE PAD

O R

' R .O

N:562447.2260 E:1854510.2620

ELEV:601.488

TOP = 601.12

FL6"CPP(NE)=598.7

FL18"RCP(NE)=596.5

FL24"RCP(SW)=596.5

LANDS NOW OR FORMERLY OF

ADAMS PLACE LLC C/O NHC

PARCEL ID: 080 05304

C O

N C

E W

REMOVE AND REPLACE

APPROXIMATELY 113 SF

OF SIDEWALK

4.5'

SAWCUT 4.5 LF

OF SIDEWALK

N: 562451.3096 E: 1854515.2421

N: 562452.2697 E: 1854510.7948

N: 562426.8720 E: 1854509.9708

CONTRACTOR TO POTHOLE

DISTURBED AREA TO CONFIRM

NO ADDITIONAL UTILITIES ARE

LOCATED WITHIN THIS AREA

DO NOT DISTURB EXISTING

STORM STRUCTURE

DO NOT DISTURB EXISTING

ELECTRIC METERS

DO NOT DISTURB

EXISTING ELECTRIC POLE

DO NOT DISTURB EXISTING

NATURAL GAS MARKER

4.5'

SAWCUT 4.5 LF

OF SIDEWALK

DO NOT DISTURB

EXISTING STORM PIPE

N: 562427.8258 E: 1854505.5627

EX. 20" DI WATERLINE

(SHOWN PER CITY GIS)

CITY OF MURFREESBORO

RIGHT OF WAY

LOD

LODLOD

PKS

PPLS

UGG

CONCRETE PAD

O R

' R .O

N:562447.2260 E:1854510.2620

ELEV:601.488

TOP = 601.12

FL6"CPP(NE)=598.7

FL18"RCP(NE)=596.5

FL24"RCP(SW)=596.5

LANDS NOW OR FORMERLY OF

ADAMS PLACE LLC C/O NHC

PARCEL ID: 080 05304

C O

N C

E W

CONCRETE BUS SHELTER PAD

4.5'

N: 562432.7681 E: 1854506.1198

N: 562427.8231 E: 1854505.5621 N: 562426.8741

E: 1854509.9575

N: 562433.4486 E: 1854503.1927

N: 562446.4223 E: 1854514.1779

N: 562447.4774 E: 1854509.2905

N: 562452.2698 E: 1854510.7857

N: 562451.3098 E: 1854515.2329N: 562448.7350

E: 1854503.4241

N: 562438.9689 E: 1854501.3154

CITY OF MURFREESBORO

RIGHT OF WAY

6.0'

N: 562436.6475 E: 1854512.0677

4.5'

3.0'

5.0'

N: 562438.3357 E: 1854504.2479

N: 562431.7572 E: 1854511.0095

PKS

PPLS

UGG

CONCRETE PAD

O R

' R .O

N:562447.2260 E:1854510.2620

ELEV:601.488

TOP = 601.12

FL6"CPP(NE)=598.7

FL18"RCP(NE)=596.5

FL24"RCP(SW)=596.5

LANDS NOW OR FORMERLY OF

ADAMS PLACE LLC C/O NHC

PARCEL ID: 080 05304

C O

N C

E W

CITY OF MURFREESBORO

RIGHT OF WAY

APPROXIMATELY 290 SF

OF DISTURBED AREA

LOD

LODLOD

PKS

PPLS

UGG

CONCRETE PAD

O R

' R .O

N:562447.2260 E:1854510.2620

ELEV:601.488

TOP = 601.12

FL6"CPP(NE)=598.7

FL18"RCP(NE)=596.5

FL24"RCP(SW)=596.5

LANDS NOW OR FORMERLY OF

ADAMS PLACE LLC C/O NHC

PARCEL ID: 080 05304

C O

N C

E W

0.99%

GRADING LIMIT - GRADE OUT TO

MATCH EXISTING GRADE, TYP.

1.00% 0.99%

601.46 ME

601.55

601.50 ME/TC

601.51 ME/TC

601.52 ME/TC

601.56

601.59

601.62

601.50 ME/TC

601.51 ME

601.58

1.00%

0.97%

CITY OF MURFREESBORO

RIGHT OF WAY

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

K im le y-

H or n an d As so ci at es

, I nc

N o.

N S

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118073008

L ea A ve nu e, S ui te

, N as hv ille

, T N

M ai n:

.2 w w w .k im le y-ho rn .c om

Ki m le y- H or n an d

As so ci at es , I nc

M U

O R

O T

- G

R O

U P

O F

M U

O R

O N

M U

O R

O , T

Drawing name: K:\NSH_LDEV\118073008 - Murfreesboro Transit Route and Shelters\4-CADD\PlanSheets\C2-00 SITE LAYOUT - OVERALL.dwg C2-02 Nov 07, 2025 8:55am by: Mark.Boyd

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

11/07/2025

AGRICULTURE

MARK R. BOYD

GI STERED ENGINEER

STATE OF TENNESSE

No . 129343

C O MM E R C E

ZJD

MTM

CGL

C2-02

SHELTER 2 - ADAMS

PLACE

EXISTING CONDITIONS/DEMOLITION PLAN

SHELTER 2 - ADAMS PLACE

LAYOUT PLAN

SHELTER 2 - ADAMS PLACE

GRADING PLAN

SHELTER 2 - ADAMS PLACE

EROSION PREVENTION AND SEDIMENT CONTROL PLAN

SHELTER 2 - ADAMS PLACE

NORTH

SITE DATA TABLE

PROJECT NAME: MURFREESBORO TRANSIT SHELTERS - GROUP 1

SHELTER 2 - ADAMS PLACE - ADJACENT PROPERTY INFORMATION

MAP #: 080

PARCEL #: 05304

LOT NUMBER: N/A

ADDRESS: 1927 MEMORIAL BLVD

CITY: MURFREESBORO

COUNTY: RUTHERFORD

STATE: TENNESSEE

COUNTY COMMISSION DISTRICT: 15

COUNCIL MEMBER: CRAIG HARRIS

EXISTING ZONING: PLANNED UNIT DISTRICT

DISTURBED ACREAGE: 0.0067 AC

DISTURBED SQUARE FOOTAGE: 290 SQ FT

CITY CONTACT: CITY OF MURFREESBORO

TRANSPORTATION DEPARTMENT

ADDRESS: 111 WEST VINE STREET

MURFREESBORO, TN 37130

PHONE: (615) 893-6441

EMAIL: JKERR@MURFREESBOROTN.GOV

CONTACT NAME: JIM KERR

APPLICANT: KIMLEY-HORN & ASSOCIATES

ADDRESS: 10 LEA AVENUE, SUITE 400

NASHVILLE, TN 37210

PHONE: (615) 432-5518

EMAIL: MARK.BOYD@KIMLEY-HORN.COM

CONTACT NAME: MARK BOYD, P.E.

NOTES:

1. THE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE TENNESSEE STATE PLANE

COORDINATE SYSTEM AND IS BASED ON STATIC GPS OBSERVATION. VERTICAL DATUM IS

NAVD 88.

2. BASE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED BY

KIMLEY-HORN & ASSOCIATES, INC., DATED MARCH 27, 2023. ALL INFORMATION PROVIDED

HEREIN SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. KIMLEY-HORN AND

ASSOCIATES SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY AND

COMPLETENESS OF THE BASE INFORMATION SHOWN.

3. NO PORTION OF THIS PROJECT IS LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING

TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO.

47149C0260J, DATED MAY 9, 2023, ZONE "X".

CONSTRUCTION NOTES

1. CONTRACTOR SHALL ASSEMBLE AND INSTALL

BUS SHELTER, PASSENGER BENCH, TRASH

RECEPTACLE, AND SOLAR LIGHTING PER

MANUFACTURER'S INSTRUCTIONS.

2. INSTALL CONCRETE PAD/LOADING ZONE. SEE

SHEET C8-00.

3. MATCH EXISTING GRADES AT EDGE OF SIDEWALK

AND BACK OF CURB.

INLET PROTECTION - SEE SHEET C8-00

EROSION CONTROL LEGEND

EROSION EELS - SEE SHEET C8-00EE

LIMITS OF DISTURBANCELOD

DEMOLITION LEGEND

REMOVE EXISTING SIDEWALK

SAWCUT EXISTING SIDEWALK

EXISTING UTILITIES NOTE

CONTRACTOR SHALL VERIFY LOCATION OF ALL

EXISTING UTILITIES AND NOTIFY ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES AND/OR

CONFLICTS WITH EXISTING UTILITIES PRIOR TO

PROCEEDING.

GRADING PLAN LEGEND

500.00 SPOT ELEVATION

ME MATCH EXISTING

TC TOP OF CURB

EXISTING CONTOUR

PROPOSED CONTOUR

HATCH AND LINETYPE LEGEND

CITY OF MURFREESBORO

CONCRETE SIDEWALK (SEE

SHEET C8-00, DETAIL 5)

BUS SHELTER (SEE SHEET

C8-00, DETAIL 1)

RIGHT OF WAY LINE

CONCRETE BUS SHELTER

O R

C H

U R

C H

S T

E W

P U

R .O

U T

LANDS NOW OR FORMERLY OF

GOLDEN ARCH LIMITED

MCDONALDS CORP #4348

PER DB.546-PG.646 R.O.R.C., TN.

AT 2485 S CHURCH ST

PARCEL ID: 113-020.10-000

ASPHALT

CONCRETE WALK

TOP = 615.7±

(INVERTS INACCESSIBLE)

MCDONALDS PARKING LOT

C O

N C

E W

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

7.1'

7.0'

N: 536622.3305 E: 1850689.9057

N: 536623.2290 E: 1850682.8529

N: 536602.4763 E: 1850687.3640

N: 536603.3724 E: 1850680.4627

REMOVE AND REPLACE

APPROXIMATELY 141 SF

OF SIDEWALK

SAWCUT 7.0 LF

OF SIDEWALK

SAWCUT 7.1 LF

OF SIDEWALK

CONTRACTOR TO POTHOLE

DISTURBED AREA TO CONFIRM

NO ADDITIONAL UTILITIES ARE

LOCATED WITHIN THIS AREA

DO NOT DISTURB EXISTING

STORM STRUCTURE

DO NOT DISTURB

EXISTING TREES

DO NOT DISTURB

EXISTING TREES

DO NOT DISTURB

EXISTING ELECTRIC BOX

DO NOT DISTURB

EXISTING UNDERGROUND

COMMUNICATIONS LINE

DO NOT DISTURB EXISTING

OVERHEAD POWER LINE

DO NOT DISTURB

EXISTING TREE

DO NOT DISTURB

EXISTING ELECTRIC BOX

C O

N C

E W

EX. 12" DI WATERLINE

CITY OF MURFREESBORO

RIGHT OF WAY

LOD

O R

C H

U R

C H

S T

E W

P U

R .O

U T

LANDS NOW OR FORMERLY OF

GOLDEN ARCH LIMITED

MCDONALDS CORP #4348

PER DB.546-PG.646 R.O.R.C., TN.

AT 2485 S CHURCH ST

PARCEL ID: 113-020.10-000

ASPHALT

CONCRETE WALK

TOP = 615.7±

(INVERTS INACCESSIBLE)

MCDONALDS PARKING LOT

C O

N C

E W

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

C O

N C

E W

CONCRETE BUS SHELTER PAD

6.0'

N: 536623.2290 E: 1850682.8529

N: 536617.3991 E: 1850689.2997

N: 536618.2663 E: 1850682.2431

N: 536616.7919 E: 1850694.2405

N: 536616.0601 E: 1850700.1957

N: 536607.4820 E: 1850688.0140

N: 536608.3411 E: 1850681.0233

N: 536606.8666 E: 1850693.0207

N: 536606.1347 E: 1850698.9759

N: 536603.3724 E: 1850680.4627

N: 536602.5235 E: 1850687.3698

CITY OF MURFREESBORO

RIGHT OF WAY

N: 536622.3618 E: 1850689.9097

7.0'

7.1'

7.0'

18.0'

O R

C H

U R

C H

S T

E W

P U

R .O

U T

LANDS NOW OR FORMERLY OF

GOLDEN ARCH LIMITED

MCDONALDS CORP #4348

PER DB.546-PG.646 R.O.R.C., TN.

AT 2485 S CHURCH ST

PARCEL ID: 113-020.10-000

ASPHALT

CONCRETE WALK

TOP = 615.7±

(INVERTS INACCESSIBLE)

MCDONALDS PARKING LOT

C O

N C

E W

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

C O

N C

E W

GRADING LIMIT - GRADE OUT TO

MATCH EXISTING GRADE, TYP.

1.46%

0.17%

1.88%

616 1.

615.90 ME/TC

616.06 ME/TC

616.02 ME/TC

616.00 ME/TC

616.15 ME

616.03 ME

616.16

616.15

616.16

616.17

616.19

616.22

0.52%

CITY OF MURFREESBORO

RIGHT OF WAY

O R

C H

U R

C H

S T

E W

P U

R .O

U T

LANDS NOW OR FORMERLY OF

GOLDEN ARCH LIMITED

MCDONALDS CORP #4348

PER DB.546-PG.646 R.O.R.C., TN.

AT 2485 S CHURCH ST

PARCEL ID: 113-020.10-000

ASPHALT

CONCRETE WALK

TOP = 615.7±

(INVERTS INACCESSIBLE)

MCDONALDS PARKING LOT

C O

N C

E W

O H

E O

H E

O H

E O

H E

O H

E O

H E

O H

C O

N C

E W

CITY OF MURFREESBORO

RIGHT OF WAY

APPROXIMATELY 339 SF

OF DISTURBED AREA

LOD

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

K im le y-

H or n an d As so ci at es

, I nc

N o.

N S

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118073008

L ea A ve nu e, S ui te

, N as hv ille

, T N

M ai n:

.2 w w w .k im le y-ho rn .c om

Ki m le y- H or n an d

As so ci at es , I nc

M U

O R

O T

- G

R O

U P

O F

M U

O R

O N

M U

O R

O , T

Drawing name: K:\NSH_LDEV\118073008 - Murfreesboro Transit Route and Shelters\4-CADD\PlanSheets\C2-00 SITE LAYOUT - OVERALL.dwg C2-03 Nov 07, 2025 8:56am by: Mark.Boyd

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

11/07/2025

AGRICULTURE

MARK R. BOYD

GI STERED ENGINEER

STATE OF TENNESSE

No . 129343

C O MM E R C E

ZJD

MTM

CGL

C2-03

SHELTER 3 - S CHURCH

MCDONALDS

EXISTING CONDITIONS/DEMOLITION PLAN

SHELTER 3 - S CHURCH MCDONALDS

LAYOUT PLAN

SHELTER 3 - S CHURCH MCDONALDS

GRADING PLAN

SHELTER 3 - S CHURCH MCDONALDS

EROSION PREVENTION AND SEDIMENT CONTROL PLAN

SHELTER 3 - S CHURCH MCDONALDS

NORTH

SITE DATA TABLECONSTRUCTION NOTES

1. CONTRACTOR SHALL ASSEMBLE AND INSTALL

BUS SHELTER, PASSENGER BENCH, TRASH

RECEPTACLE, AND SOLAR LIGHTING PER

MANUFACTURER'S INSTRUCTIONS.

2. INSTALL CONCRETE PAD/LOADING ZONE. SEE

SHEET C8-00.

3. MATCH EXISTING GRADES AT EDGE OF SIDEWALK

AND BACK OF CURB.

INLET PROTECTION - SEE SHEET C8-00

EROSION CONTROL LEGEND

EROSION EELS - SEE SHEET C8-00EE

LIMITS OF DISTURBANCELOD

DEMOLITION LEGEND

REMOVE EXISTING SIDEWALK

SAWCUT EXISTING SIDEWALK

EXISTING UTILITIES NOTE

CONTRACTOR SHALL VERIFY LOCATION OF ALL

EXISTING UTILITIES AND NOTIFY ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES AND/OR

CONFLICTS WITH EXISTING UTILITIES PRIOR TO

PROCEEDING.

GRADING PLAN LEGEND

500.00 SPOT ELEVATION

ME MATCH EXISTING

TC TOP OF CURB

EXISTING CONTOUR

PROPOSED CONTOUR

PROJECT NAME: MURFREESBORO TRANSIT SHELTERS - GROUP 1

SHELTER 3 - S CHURCH MCDONALDS - ADJACENT PROPERTY INFORMATION

MAP #: 113

PARCEL #: 02010

LOT NUMBER: N/A

ADDRESS: 2485 S CHURCH ST

CITY: MURFREESBORO

COUNTY: RUTHERFORD

STATE: TENNESSEE

COUNTY COMMISSION DISTRICT: 18

COUNCIL MEMBER: ALLEN MCADOO

EXISTING ZONING: HEAVY INDUSTRIAL

DISTURBED ACREAGE: 0.0078 AC

DISTURBED SQUARE FOOTAGE: 339 SQ FT

CITY CONTACT: CITY OF MURFREESBORO

TRANSPORTATION DEPARTMENT

ADDRESS: 111 WEST VINE STREET

MURFREESBORO, TN 37130

PHONE: (615) 893-6441

EMAIL: JKERR@MURFREESBOROTN.GOV

CONTACT NAME: JIM KERR

APPLICANT: KIMLEY-HORN & ASSOCIATES

ADDRESS: 10 LEA AVENUE, SUITE 400

NASHVILLE, TN 37210

PHONE: (615) 432-5518

EMAIL: MARK.BOYD@KIMLEY-HORN.COM

CONTACT NAME: MARK BOYD, P.E.

NOTES:

1. THE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE TENNESSEE STATE PLANE

COORDINATE SYSTEM AND IS BASED ON STATIC GPS OBSERVATION. VERTICAL DATUM IS

NAVD 88.

2. BASE INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED BY

KIMLEY-HORN & ASSOCIATES, INC., DATED MARCH 29, 2023. ALL INFORMATION PROVIDED

HEREIN SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. KIMLEY-HORN AND

ASSOCIATES SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY AND

COMPLETENESS OF THE BASE INFORMATION SHOWN.

3. NO PORTION OF THIS PROJECT IS LOCATED WITHIN A FLOOD HAZARD AREA ACCORDING

TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO.

47149C0270J, DATED MAY 9, 2023, ZONE "X".

HATCH AND LINETYPE LEGEND

CITY OF MURFREESBORO

CONCRETE SIDEWALK (SEE

SHEET C8-00, DETAIL 5)

BUS SHELTER (SEE SHEET

C8-00, DETAIL 1)

RIGHT OF WAY LINE

CONCRETE BUS SHELTER

W W

O H

TOP = 609.6±

FL24"RCP(W)=607.2±

COULD NOT OPEN

H W

S C

H U

R C

H S

T (V

.O .W

FL15"RCP=606.6±

REMOVE AND REPLACE

APPROXIMATELY 135 SF

OF SIDEWALK

5.4'

SAWCUT 5.4 LF

OF SIDEWALK

SAWCUT 5.4 LF

OF SIDEWALK

DO NOT DISTURB

EXISTING SIGN

N: 540006.5378 E: 1851133.8068

N: 540007.2518 E: 1851128.4799

N: 539987.4905 E: 1851125.6509

N: 539986.7341 E: 1851131.0112

CONTRACTOR TO POTHOLE

DISTURBED AREA TO CONFIRM

NO ADDITIONAL UTILITIES ARE

LOCATED WITHIN THIS AREA

DO NOT DISTURB

EXISTING ELECTRIC POLE

DO NOT DISTURB EXISTING

STORM STRUCTURE

DO NOT DISTURB EXISTING

OVERHEAD POWER LINEDO NOT DISTURB EXISTING

STORM STRUCTURE

DO NOT DISTURB

EXISTING STORM PIPE

C O

N C

E W

5.4'

EX. 12" DI WATERLINE

LOD

W W

O H

TOP = 609.6±

FL24"RCP(W)=607.2±

COULD NOT OPEN

H W

S C

H U

R C

H S

T (V

.O .W

FL15"RCP=606.6±

C O

N C

E W

CONCRETE BUS SHELTER PAD

N: 539987.4905 E: 1851125.6509

N: 539986.7341 E: 1851131.0112

N: 539991.6851 E: 1851131.7098

N: 539992.4537 E: 1851126.3646

N: 539990.4276 E: 1851140.6215

N: 540006.5378 E: 1851133.8068

N: 540002.3519 E: 1851127.7879

N: 540000.3295 E: 1851142.0187

6.0'

5.4'

3.0'

N: 539991.2659 E: 1851134.6804

N: 540001.1678 E: 1851136.0776

5.4'

W W

O H

TOP = 609.6±

FL24"RCP(W)=607.2±

COULD NOT OPEN

H W

S C

H U

R C

H S

T (V

.O .W

FL15"RCP=606.6±

C O

N C

E W

GRADING LIMIT - GRADE OUT TO

MATCH EXISTING GRADE, TYP.

1.75%

1.00% 1.75%

610.25 ME/TC

610.19 ME/TC

610.16 ME/TC

610.28 ME

610.43

610.28

610.37

610.46 ME

610.37

610.31

1.00%

610.27 ME/TC

610.34

W W

O H

TOP = 609.6±

FL24"RCP(W)=607.2±

COULD NOT OPEN

H W

S C

H U

R C

H S

T (V

.O .W

FL15"RCP=606.6±

C O

N C

E W

APPROXIMATELY 339 SF

OF DISTURBED AREA

LOD

R eu se o f a nd im pr op er re lia nc e on th is d oc um en t w ith ou t w rit te n au th or iz at io n an d ad ap ta tio n by K im le y- H or n an d

As so ci at es , I nc . s ha ll be w ith ou t l ia bi lit y to

K im le y-

H or n an d As so ci at es

, I nc

N o.

N S

CHECKED BY:

DRAWN BY:

KIMLEY-HORN PROJECT NO.

DATE:

SHEET NUMBER

118073008

L ea A ve nu e, S ui te

, N as hv ille

, T N

M ai n:

.2 w w w .k im le y-ho rn .c om

Ki m le y- H or n an d

As so ci at es , I nc

M U

O R

O T

- G

R O

U P

O F

M U

O R

O N

M U

O R

O , T

Drawing name: K:\NSH_LDEV\118073008 - Murfreesboro Transit Route and Shelters\4-CADD\PlanSheets\C2-00 SITE LAYOUT - OVERALL.dwg C2-04 Nov 07, 2025 8:56am by: Mark.Boyd

1 2 3 4 5 6 7 8 9 101 2 3 4 5 6 7 8 9

11/07/2025

AGRICULTURE

MARK R. BOYD

GI STERED ENGINEER

STATE OF TENNESSE

No . 129343

C O MM E R C E

ZJD

MTM

CGL

C2-04

SHELTER 4 - S CHURCH

REGAL INN

EXISTING CONDITIONS/DEMOLITION PLAN

SHELTER 4 - S CHURCH REGAL INN

LAYOUT PLAN

SHELTER 4 - S CHURCH REGAL INN

GRADING PLAN

SHELTER 4 - S CHURCH REGAL INN

EROSION PREVENTION AND SEDIMENT CONTROL PLAN

SHELTER 4 - S CHURCH REGAL INN

NORTH

SITE DATA TABLE

PROJECT NAME: MURFREESBORO TRANSIT SHELTERS - GROUP 1

SHELTER 4 - S CHURCH REGAL INN - ADJACENT PROPERTY INFORMATION

MAP #: 113C B

PARCEL #: 01000

LOT NUMBER: N/A

ADDRESS: 2025 S CHURCH ST

CITY: MURFREESBORO

COUNTY: RUTHERFORD

STATE: TENNESSEE

COUNTY COMMISSION DISTRICT: 18

COUNCIL MEMBER: ALLEN MCADOO

EXISTING ZONING: LIGHT INDUSTRIAL

DISTURBED ACREAGE:…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 14, 2026.