_PLANS_Hangar_Development_ITB_47-2025.pdf

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Attached to: Hangar Site Development
Solicitation number: ITB-47-2025
Issued by: Rutherford County, Tennessee

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LOCATION MAP

NOT TO SCALE

CONSTRUCTION PLANS

MURFREESBORO MUNICIPAL AIRPORT, MBT

HANGAR SITE DEVELOPMENT

FOR

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37419-08 SET No. IFB

PROJECT No.

MAY 23 2025

615 3rd Avenue South // Suite 700 // Nashville, Tennessee 37210

PHONE (615) 254-1500 // FAX (615) 255-6572

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MURFREESBORO, TENNESSEE

TENNESSEE DEPARTMENT

OF TRANSPORTATION (TDOT)

BUTCH ELEY, COMMISSIONER

JOHN-PAUL SAALWAECHTER,PE, DIRECTOR OF AERONAUTICS

MURFREESBORO MUNICIPAL AIRPORT

DARREN GORE, CITY MANAGER

STEVE WALDRON, AIRPORT COMMISSION CHAIR

CHAD GEHRKE, AIRPORT DIRECTOR

ISSUED FOR BIDVICINITY MAP

NOT TO SCALE

MURFREESBORO

MUNICIPAL

AIRPORT

KE OBION

DYER

LAUDERDALE

TIPTON

SHELBY

HAYWOOD

CROCKETT

GIBSON

WEAKLEY

HENRY

CARROLL

MADISON

FAYETTE HARDEMAN

CHESTER

MCNAIRY

HENDERSON

O N

HARDIN WAYNE

PERRY

HUMPHREYS

HOUSTON

STEWART MONTGOMERY

DICKSON

HICKMAN

LEWIS

LAWRENCE GILES

MAURY

WILLIAMSON

ROBERTSON

LINCOLN

DAVIDSON

MOORE

FRANKLIN MARION

HAMILTON

BRADLEY POLK

BEDFORD

RUTHERFORD

WILSON

SUMNER

TROUSDALE

MACON

SMITH

DEKALB

WARREN

COFFEE

GRUNDY

VAN

BUREN

WHITE

PUTNAM

JACKSON

CLAY

OVERTON

FENTRESS

PICKETT

SCOTT CAMPBELL

ANDERSON

CUMBERLAND

MORGAN

UNION

CLAIBORNE

GRAINGER

HANCOCK

HAWKINS

SULLIVAN

JOHNSON

WASHIN

GTON

CARTER

UNIC

OIGREENEHAMBLEN

COCKE

JEFFERSON

SEVIER

KNOX

BLOUNT

MONROEMCMINN

ROANE

LOUDON

RHEABLEDSOE

MEIG

SEQUATCHIE

INDEX OF CIVIL DRAWINGS

Sheet Number Sheet Title

C0.01 COVER SHEET

C0.02 CONSTRUCTION SAFETY & PHASING PLAN (CSPP)

C0.03 GENERAL NOTES & SUMMARY OF QUANTITIES

C0.21 EXISTING CONDITIONS & DEMOLITION PLAN

C1.01 EROSION CONTROL PLAN - PRE-CONSTRUCTION

C1.02 EROSION CONTROL PLAN - DURING-CONSTRUCTION

C1.03 EROSION CONTROL PLAN - POST-CONSTRUCTION

C1.04 EROSION CONTROL DETAILS

C1.05 EROSION CONTROL DETAILS

C2.01 GRADING & DRAINAGE PLAN

C3.01 UTILITY PLAN

C4.01 STORM DRAIN PROFILES

C4.03 STORM DETAILS

C4.04 STORM DETAILS

C4.05 STORM DETAILS

C4.06 STORM DETAILS

C5.01 WATERLINE PROFILE

C5.02 WATERLINE PROFILE

C5.03 WATERLINE DETAILS

C6.01 SANITARY SEWERPLAN & PROFILE SS-1

C6.02 SANITARY SEWER DETAILS

C6.03 SANITARY SEWER DETAILS

C7.01 FENCING PLAN

5/23/2025

TSA TSA TSA TSA

OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

TSATSATSA

TSA

TSATSA

TSA TSA

TSA TSA TSA TSA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA

3741908

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200' 400'100'

SCALE: 1 INCH = 200 FEET

200' 0'

LEGEND

1 1

CL RUNWAY

HORIZONTAL

SURFACE (TYP)

PRIMARY SURFACE

PRIMARY SURFACE APPROACH SURFACE

NOTE:

THE PART 77 SECTION VIEW IS CENTERED ON THE RUNWAY CENTERLINE AT THE

CENTERLINE ELEVATION, AND ON THE EXTENDED RUNWAY CENTERLINE AT THE

RUNWAY THRESHOLD ELEVATION TO A POINT 200 FEET BEYOND EACH THRESHOLD.

THE SECTION THEN RISES ALONG THE SLOPE INDICATED ON THE PROFILE VIEW.

RUNWAY END A B C

FAR PART 77 SURFACES

DRAWING NOT TO SCALE

PAVEMENT SAFETY AREA WIDTH*

*ALL DISTANCES ARE CENTERED ABOUT THE

CENTERLINE OF THE AREA LISTED.

SAFETY AREA DIMENSIONS

PROFILE

TRANSITIONAL

SURFACE (TYP)

RUNWAY THRESHOLD

ELEV = B

RUNWAY

CROSS SECTION OF RUNWAY

SCALE: N.T.S.

AIRFIELD BARRICADE DETAIL

C0.03

250'

250' R/W 18-36

600.00'

613.60'

150'

CONSTRUCTION SEQUENCE PLAN

STAGING AND DEBRIS

STORAGE AREA

LOCAL EMERGENCY NUMBERS

EMERGENCY

POLICE DEPARTMENT

FIRE DEPARTMENT

AIRPORT

CONTRACT TIME

LIQUIDATED DAMAGES

(615) 848-3254

(615) 849-2673

(615) 624-8423

BASE BID: HANGAR SITE PREPARATION

SIXTY (60) CALENDAR DAYS

BASE BID: HANGAR SITE PREPARATION:

- MOBILIZATION & PRE-CONSTRUCTION MEASURES.

-FENCING TO BE INSTALLED AS FIRST ITEM OF CONSTRUCTION

TO ENSURE THAT AIRPORT SECURITY IS MAINTAINED AT ALL

TIMES.

- GRADING, STORM DRAIN INSTALLATION, SANITARY SEWER

INSTALLATION, WATERLINE INSTALLATION, GRASSING.

- DEMOBILIZATION.

RW 18-36

TW D

TW ATW A

CONSTRUCTION SAFETY NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND THE

OWNER NOT LESS THAN TWO (2) DAYS PRIOR TO ENTERING THE CONSTRUCTION SITE FOR ANY

PURPOSE SO THAT THEY MAY PUBLISH "NOTICES TO AIR MISSIONS" (NOTAM) OF THE

CONSTRUCTION ACTIVITIES.

2. SUFFICIENT SWEEPERS AND CLEAN UP EQUIPMENT SHALL BE PROVIDED IN ORDER THAT ALL

LOOSE MATERIAL, DEBRIS AND MUD CAN BE REMOVED FROM ALL AIRPORT OPERATIONS AREAS

ON A CONTINUOUS BASIS.

3. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR RADIOS, CONSTRUCTION OF AND

MAINTENANCE OF HAUL ROUTES AND CONSTRUCTION ENTRANCE, ETC. AS INCLUDED IN THESE

NOTES. ALL COSTS ASSOCIATED WITH THESE ITEMS MUST BE INCLUDED IN THE CONTRACT BID

PRICES WHICH WOULD MOST LIKELY INCLUDE THEM.

4. THE CONTRACTOR AND PERSONNEL SHALL NOT, AT ANY TIME, BE ON THE RUNWAY OR TAXIWAYS

UNLESS THE AIRPORT MANAGER GIVES PRIOR APPROVAL.

5. THE CONTRACTOR SHALL TAKE EXTREME CAUTION AROUND ALL EXISTING AIRPORT EQUIPMENT.

6. THE CONSTRUCTION ENTRANCE, STAGING AREA, EMPLOYEE PARKING, STOCKPILE AREA, WASTE

AREA AND BORROW AREA SHALL BE COORDINATED WITH THE AIRPORT MANAGER.

7. THE CONTRACTOR SHALL HAVE SOMEONE ON 24-HOUR CALL FOR EMERGENCY MAINTENANCE OF AIRPORT HAZARD LIGHTING AND BARRICADES AND OTHER EMERGENCIES WHICH MAY ARISE AS A

RESULT OF THIS WORK.

8. THE CONTRACTOR'S PERSONNEL AND EQUIPMENT SHALL NOT BE PERMITTED OUTSIDE THE

CONSTRUCTION WORK LIMITS WITHOUT BEING ESCORTED BY THE OWNER APPROVED ESCORT.

9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE SAFETY PROVISIONS

INCORPORATED IN THE FOLLOWING FEDERAL AVIATION ADMINISTRATION (FAA) DOCUMENTS,

WHICH ARE AVAILABLE FOR REVIEW BY DOWNLOADING THE DOCUMENTS ON-LINE AT

HTTP://WWW.FAA.GOV:

10. THE CONTRACTOR SHALL BE REQUIRED TO MINIMIZE DUST CREATED BY CONSTRUCTION

ACTIVITIES USING WATER OR OTHER DEVICES. ANY COST ASSOCIATED WITH DUST CONTROL

SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. IN THE EVENT DUST WHICH IS CREATED BY CONSTRUCTION ACTIVITIES BECOMES A HAZARD TO AIRFIELD OPERATIONS AND/OR AIRCRAFT NAVIGATION CONSTRUCTION ACTIVITIES WILL BE SHUT DOWN. THIS SHUTDOWN TIME WILL NOT

BE A BASIS FOR CLAIMS FOR ADDITIONAL CONTRACT TIME OR COMPENSATION.

11. AIRCRAFT OPERATIONS SHALL AT ALL TIMES HAVE PRIORITY OVER ALL VEHICLES, EQUIPMENT

AND PERSONNEL. THE CONTRACTOR SHALL EMPLOY STRICT MEASURES TO PREVENT ANY

CONFLICT BETWEEN HIS PERSONNEL AND AIRCRAFT ON ANY ACTIVE AIRFIELD PAVEMENT. THE

CONTRACTOR SHALL REMAIN CLEAR OF ACTIVE RUNWAYS AND TAXIWAYS.

12. ALL CONTRACTOR VEHICLES, INCLUDING HAULING VEHICLES, THAT ARE AUTHORIZED TO

OPERATE ON THE AIRPORT WITHIN THE DESIGNATED LIMITS OF CONSTRUCTION OR HAUL

ROUTES AS DEFINED HEREIN, SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3'X3' OR

LARGER ORANGE AND WHITE CHECKERBOARD FLAG. EACH CHECKERBOARD COLOR BEING 1'

SQUARE. WHEN OPERATING DURING PERIODS OF DARKNESS OR LIMITED VISIBILITY,

CONTRACTOR'S VEHICLE SHALL BE EQUIPPED WITH ROTATING OR FLASHING AMBER LIGHTS.

DURING SUCH PERIODS, HAULING VEHICLES NOT SO EQUIPPED SHALL BE ESCORTED BY A

VEHICLE SO EQUIPPED.

13. CONTRACTOR SHALL CONTROL THE ON-AIRPORT MOVEMENT AND ACTIVITIES OF ITS EMPLOYEES

AND SUBCONTRACTORS.

14. OPEN-FLAME WELDING OR TORCH-CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE

FIRE AND SAFETY PRECAUTIONS HAVE BEEN APPROVED BY THE OWNER.

15. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIALS AT THE CONSTRUCTION SITE

SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS AND LIGHTED WITH FLASHING AMBER

LIGHT UNITS (ACCEPTABLE TO THE OWNER) DURING HOURS OF RESTRICTED VISIBILITY OR

DARKNESS.

16. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT AS A

RESULT OF AIRCRAFT OR WIND.

17. ANY DAMAGE TO THE EXISTING AIRPORT LIGHTING SYSTEM CAUSED BY CONSTRUCTION

OPERATIONS SHALL BE IMMEDIATELY NOTED TO THE OWNER AND REPAIRED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE AND TO THE OWNER'S SPECIFICATIONS.

18. DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEAR, PROPELLERS AND ROTORS, OR OF BEING INGESTED BY JET ENGINES SHALL NOT BE LEFT

ON ACTIVE AIRCRAFT MOVEMENT AREAS. MATERIAL DROPPED WITHIN THESE AREAS SHALL BE

REMOVED CONTINUOUSLY DURING WORKING HOURS.

ADVISORY CIRCULAR NUMBER 150/5370-10, (LATEST EDITION)

"STANDARDS FOR SPECIFYING CONSTRUCTION OF AIRPORTS"

ADVISORY

CIRCULAR NUMBER 150/5370-2, (LATEST EDITION) "OPERATIONAL

SAFETY ON AIRPORTS DURING CONSTRUCTION"

ADVISORY CIRCULAR NUMBER 150/5210-5, (LATEST EDITION)

"PAINTING, MARKING, AND LIGHTING OF VEHICLES USED ON AN

AIRPORT"

9.1

9.2

9.3

THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY REFLECTORIZED SIGNS TO CLEARLY MARK THE DESIGNATED ACCESS ROUTES TO AFFECTED AREAS OF AIRPORT PROPERTY. CONTRACTOR SHALL CONTROL ACCESS TO THE WORKING AREA BY CONSTRUCTION VEHICLES AS DELINEATED ON THIS PLAN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMING ALL PERSONS UNDER THEIR CONTROL THAT UNAUTHORIZED CONSTRUCTION PERSONNEL FOUND IN RESTRICTED AREAS OF THE AIRPORT SHOWN ON THE SAFETY PLAN ARE SUBJECT TO ARREST FOR A PUNISHABLE FEDERAL OFFENSE AND WILL PROMPTLY

AND PERMANENTLY BE REMOVED FROM THE JOB.

THE CONTRACTOR SHALL PROVIDE APPROVED FLAGMAN TO CONTROL ALL CONSTRUCTION TRAFFIC AND

APPROVED GATE GUARD TO CONTROL ALL CONSTRUCTION TRAFFIC ENTERING PROJECT.

CONTRACTOR SHALL CONTROL AND ESCORT ALL CONSTRUCTION TRAFFIC ENTERING AIRPORT TO

PREVENT CONFLICTS WITH AIRCRAFT OPERATIONS.

SPECIAL ACCESS REQUIREMENTS AND OPERATING LIMITATIONS ARE REQUIRED INSIDE THE SECURITY FENCE. THE CONTRACTOR SHALL DELINEATE WORK LIMITS WITHIN THESE AREAS USING STAKES WITH FLAGGING AS NOTED. CONFINE ALL CONTRACTOR'S PERSONNEL, EQUIPMENT AND MATERIALS INSIDE THE

OWNER'S APPROVED WORK LIMITS.

THE CONTRACTOR SHALL PERFORM CONSTRUCTION OPERATIONS AS NECESSARY TO MINIMIZE

ATTRACTION TO BIRDS CAUSED BY PONDED WATER AND GRASS SEED.

THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN FLASHING LIGHTS AND BARRICADES ALONG AIRCRAFT APRON EDGES OR WHERE TEMPORARY PAVEMENT CLOSURES OR AIRCRAFT LIMITATIONS ARE REQUIRED. BARRICADES SHALL BE SPACED NO MORE THAN 8 FEET END TO END OR AS NOTED ALONG THE AFFECTED PAVEMENT EDGE OR ACROSS THE PAVEMENT OF A CLOSED TAXIWAY. THE CONTRACTOR SHALL DAILY MAINTAIN THE LIGHTS AND BARRICADES IN AN OPERABLE CONDITION FOR THE DURATION OF THE

PROJECT. THE CONTRACTOR SHALL FURNISH THE OWNER A CONTACT NUMBER FOR 24-HOUR

MAINTENANCE OF LIGHTS AND BARRICADES. THE COST FOR BARRICADES AND LIGHTS SHALL BE

INCIDENTAL TO THE PROJECT.

NO CONSTRUCTION TRAFFIC SHALL ENTER OR CROSS ANY ACTIVE AIRPORT OPERATIONAL AREA EXCEPT

UPON AUTHORIZATION BY THE OWNER.

REFER TO THE GENERAL NOTES FOR REQUIREMENTS PERTAINING TO STORAGE OF CONSTRUCTION

EQUIPMENT AND MATERIALS WHEN NOT IN USE.

THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED HEREIN. THE

CONTRACTOR SHALL DESIGNATE IN WRITING TO THE OWNER THE NAME OF ITS "CONTRACTOR SECURITY OFFICER". THE CONTRACTOR SECURITY OFFICER SHALL REPRESENT THE CONTRACTOR ON THE SECURITY

REQUIREMENTS OF THE CONTRACT.

THE CONTRACTOR'S SECURITY OFFICER SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR

PERSONNEL ON THESE REQUIREMENTS. CONTRACTOR EMPLOYEES SHALL ATTEND THE OWNER'S

SECURITY TRAINING SESSION AND SHALL BE BRIEFED ON THESE REQUIREMENTS PRIOR TO WORKING IN

THE CONSTRUCTION AREAS.

THE CONTRACTOR SHALL ACQUAINT THEIR SUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THIS AIRPORT AND SHALL CONDUCT THEIR CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND TO THE

GUIDELINES ON SAFETY.

CONTRACTOR TO LOCATE, FIELD VERIFY, AND PROTECT ALL EXISTING UTILITIES BEFORE CONSTRUCTION

WORK BEGINS.

ALL LOCATIONS USED FOR HAUL ROUTES, STAGING AREAS, EMPLOYEE PARKING AND MATERIAL STORAGE

SHALL BE CLEANED UP WHEN ALL CONSTRUCTION IS COMPLETED.

ALL FOREMAN'S SUPERINTENDANT'S VEHICLES SHALL CONTAIN RADIOS CAPABLE OF TRANSMITTING AND

RECEIVING THE UNICOM FREQUENCY OF 123.075. NORMAL RADIO COMMUNICATIONS BETWEEN

CONTRACTOR PERSONNEL WILL NOT BE ALLOWED ON THE UNICOM FREQUENCY OF 123.075 OR ANY

OTHER FAA FREQUENCY. THE CONTRACTOR IS REQUIRED TO MONITOR THE AIRPORT FREQUENCY

WHENEVER THEIR FORCES ARE ON AIRPORT PROPERTY, WHETHER OR NOT THE RUNWAY IS OPEN OR

CLOSED.

THE CONTRACTOR IS ENCOURAGED TO DOCUMENT VIA PICTURES AND/OR VIDEO THE PRE-CONSTRUCTION CONDITION OF ALL PAVEMENTS AND STRUCTURES. ANY DAMAGE NOTICED AFTER THE CONTRACTOR'S MOBILIZATION WILL BE ASSUMED TO BE CAUSED BY THE CONTRACTOR AND SHALL BE FULLY REPAIRED AT

THE CONTRACTOR'S EXPENSE.

NO EQUIPMENT WILL BE ALLOWED WITHIN 75' OF THE PRIMARY RUNWAY 18-36 CENTERLINE. NO EQUIPMENT WILL BE PARKED OR STORED WITHIN 250' OF THE PRIMARY RUNWAY 18-36 CENTERLINE.

NO EQUIPMENT WILL BE ALLOWED WITHIN 39.5' OF TAXIWAY ALPHA'S CENTERLINE. NO EQUIPMENT WILL BE

PARKED OR STORED WITHIN 65.5' OF TAXIWAY ALPHA'S CENTERLINE.

THE EXISTING AIRPORT PAVEMENTS ARE DESIGNED FOR AIRCRAFT TRAFFIC ONLY, AND MAY NOT SUPPORT LOADED TRUCK OR HEAVY EQUIPMENT. ANY DAMAGE RESULTING FROM THE CONTRACTOR'S ACTIONS WILL BE IMMEDIATELY REPAIRED TO FAA STANDARDS AT THE CONTRACTOR'S EXPENSE.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

PROJECT AREA

HAUL ROUTE/STAGING AREA

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREAOFA

RSA

LIQUIDATED DAMAGES ARE SET FOR EACH CALENDAR DAY THAT THE PROJECT REMAINS INCOMPLETE AFTER THE SPECIFIED COMPLETION TIME. BASE BID LIQUIDATED DAMAGES WILL BE $2,500 AND MEASURED FOR EACH CALENDAR DAY BEYOND THE

LIMIT OF SIXTY (60) CALENDAR DAYS.

STAGING AND DEBRIS STORAGE AREA

PROJECT AREA

INSTALL AIRFIELD

BARRICADE

(SEE DETAIL BELOW)

HAUL ROUTE TO/FROM

DEJARNETTE LANE

DOUBLE SWING GATE (16'

WIDE DOUBLE SWING

GATE)

NOTES:

1. INTENDED USE FOR THE FOLLOWING:

- MARKING/LIGHTING OF TEMPORARY HAZARDS WITHIN THE AOA

- LONG TERM CLOSURE OF AIRCRAFT ROUTES.

2. INSTALL AT 12' C/C SPACING ALONG FULL WIDTH OF PAVEMENT.

3. BARRICADE SHALL BE EQUIPPED WITH ALTERNATING ORANGE AND WHITE 20"X20" FLAGS.

IN ADDITION TO THE FLAGS, THE BARRICADES SHALL BE EQUIPPED WITH FLASHING RED

CAUTION LIGHT.

4. BARRICADES SHALL BE WATER-FILLED AND MODULAR TO ASSEMBLE/ DISASSEMBLE AND

NEST FOR COMPACT STORAGE.

5. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL BARRICADES DURING

CONSTRUCTION. ALL BARRICADES SHALL REMAIN THE PROPERTY OF MNAA AT THE

COMPLETION OF CONSTRUCTION.

HIGH IMPACT, UV RESISTANT

POLYETHYLENE 10" x 96" x 10"

ORANGE IN COLOR

12" REFLECTIVE ORANGE

AND WHITE STRIPES

@ 45° SLANT.

ALTERNATING ORANGE AND

WHITE FLAGS

SOLAR OR BATTERY POWERED

FLASHER WITH RED LENS (TYP.)8'-0"

12"

(TYP.)

HAUL ROUTE TO/FROM

DEJARNETTE LANE

TAXIWAY OBJECT FREE AREATOFA

TAXIWAY SAFETY AREATSA

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GENERAL NOTES

1. THE CONTRACTOR MUST SCHEDULE OPERATIONS TO COMPLETE CONSTRUCTION IN THE OVERALL TIME LIMIT SPECIFIED. THE CONTRACTOR IS TO PREPARE A CONSTRUCTION SCHEDULE TO INCLUDE THE PROPOSED SEQUENCE OF CONSTRUCTION AND SUBMIT IT FOR REVIEW AND APPROVAL AT THE

PRE-CONSTRUCTION MEETING.

2. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE "SAFETY AND HEALTH

REGULATIONS FOR CONSTRUCTION" ISSUED BY THE UNITED STATES HEALTH DEPARTMENT.

3. THE LOCATIONS OF UTILITIES (INCLUSIVE OF STORM DRAINS) SHOWN WITHIN THESE PLANS ARE APPROXIMATE. EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. THE CONTRACTOR SHALL CALL THE STATE "ONE CALL" NUMBER OR 811.

4. PROPOSED HAUL ROUTES AND STOCKPILE AREAS SHALL BE APPROVED BY THE ENGINEER AND THE OWNER PRIOR TO THE START OF WORK. ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE

PROJECT WORK AREA PER DESIGNATED ROUTES.

5. THE CONTRACTOR SHALL REVIEW THE PROJECT CONSTRUCTION SAFETY AND PHASING PLAN AND BE FAMILIAR WITH ALL AIRPORT OPERATIONS SAFETY AREAS. NO EQUIPMENT SHALL BE LEFT ON THE AIRPORT UNLESS IT IS IN THE APPROPRIATE STAGING AREA OR THE CONTRACTOR RECEIVES

PRIOR APPROVAL FROM THE ENGINEER.

6. THE CONTRACTORS EMPLOYEE PERSONAL VEHICLES SHALL BE RESTRICTED TO THE STAGING

AREA, OR OTHER LOCATION APPROVED BY THE ENGINEER AND OWNER. PERSONAL VEHICLES ARE

NOT ALLOWED IN THE AIRPORT OPERATION AREA AT ANY TIME.

7. THE CONTRACTOR IS REQUIRED TO FURNISH ALL STAKING REQUIRED FOR COMPLETION OF THE

PROJECT. HORIZONTAL AND VERTICAL CONTROL ARE TO BE ESTABLISHED BY THE ENGINEER.

8. IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THE DRAWINGS, OR IF PROBLEMS

ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY

THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. IF THE ENGINEER IS NOT

NOTIFIED, THE CONTRACTOR SHALL TAKE RESPONSIBILITY FOR THE COST OF ANY REVISIONS.

9. ELECTRICAL CABLE PROTECTION

9.1. IN ALL CONSTRUCTION AREAS, THE LOCATION OF ALL POWER AND CONTROL CABLES WHICH

ARE TO REMAIN IN SERVICE SHALL BE COORDINATED WITH LOCAL PERSONNEL AND LOCATED

PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

9.2. AT ALL LOCATIONS WHERE HAUL ROUTES, ENTRANCE AND EXIT ROADS, AND EQUIPMENT WILL

CROSS ACTIVE UNDERGROUND CABLES, THE CONTRACTOR MUST PROVIDE SUITABLE

PROTECTION OF THE CABLE BY BRIDGING OVER WITH STEEL BOILER PLATE, TIMBER BRIDGING

MATS, OR BOTH, THEN COVERED BY ADEQUATE SAND CLAY RAMPS OF SUFFICIENT DEPTH TO

SPREAD THE LOADS SO DAMAGE TO THE CABLE WILL NOT OCCUR.

9.3. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR COORDINATING AND ACCOMPLISHING THE

IMMEDIATE REPAIR AND RESTORATION OF ANY INTERRUPTED SERVICE. IN SOME INSTANCES,

WHEN THE DAMAGED CABLE IS A SPECIALTY CABLE, THE OWNER WILL INSIST UPON MAKING

THE REPAIR. ALL COSTS ASSOCIATED WITH THE REPAIR AND RESTORATION OF SERVICE WILL

BE THE RESPONSIBILITY OF THE CONTRACTOR.

10. SURPLUS MATERIAL NOT RETAINED BY THE AIRPORT AND NOT REQUIRED FOR SITE CONSTRUCTION

SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE.

11. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH AIRPORT PERSONNEL.

12. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS AND CODES

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY REQUIRED PERMITS AND/OR LICENSES INCLUDING, BUT NOT LIMITED TO, NPDES PERMITS. ALL REPORTING

AND COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTORS

EXPENSE.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY MEASURES TO CONTROL

EROSION AND WATER POLLUTION THROUGHOUT THE CONSTRUCTION PERIOD. ALL TEMPORARY

EROSION CONTROL MEASURES SHALL BE IN PLACE BEFORE CONSTRUCTION OPERATIONS BEGIN.

15. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS A MINIMUM OF 48 HOURS IN

ADVANCE, EXCEPT AS OTHERWISE APPROVED BY THE ENGINEER.

16. THE CONTRACTOR SHALL PROVIDE ALL RECORD DRAWINGS, AS-BUILT DRAWINGS, OR

AS-CONSTRUCTED DRAWINGS AT THE COMPLETION OF THE PROJECT AS REQUIRED BY THE

CONTRACT DOCUMENTS.

17. ANY ITEM OR ELEMENT OF WORK THAT DOES NOT HAVE A SPECIFIC PAY ITEM SHALL BE CONSIDERED INCIDENTAL TO MOBILIZATION OR THE CONTRACT ITEM WHICH IT WOULD MOST LIKELY BE INCLUDED

AND NO SEPARATE PAYMENT WILL BE MADE.

18. NO FIELD CHANGES OR DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE MADE

WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND OWNER.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING ANY EXISTING

PAVEMENTS AND/OR HAUL ROUTES DAMAGED BY CONSTRUCTION TRAFFIC THROUGHOUT THE

CONSTRUCTION PERIOD AT THE CONTRACTORS EXPENSE. REPAIR METHODS SHALL BE APPROVED

BY THE ENGINEER AND OWNER. THE CONTRACTOR IS ENCOURAGED TO DOCUMENT VIA PICTURES

AND/OR VIDEO THE PRE-CONSTRUCTION CONDITION OF ALL PAVEMENTS AND STRUCTURES.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY STABILIZATION OF ALL ACCESS AND

HAUL ROUTES AT THE CONTRACTORS EXPENSE. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT

ALL ACCESS, HAUL ROUTES, STAGING AREAS, BORROW AREAS, AND EMPLOYEE PARKING SHALL BE

REPAIRED TO THEIR ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE.

21. THE CONTRACTOR IS REQUIRED TO HAVE A FULL-TIME SUPERINTENDENT ON THE PROJECT SITE DURING ALL HOURS OF CONSTRUCTION. AN EMERGENCY PHONE NUMBER FOR ISSUES THAT ARISE OUTSIDE OF NORMAL WORKING HOURS WILL BE PROVIDED TO THE ENGINEER AND OWNER BEFORE

CONSTRUCTION OPERATIONS BEGIN.

22. IN THE CASE OF ANY FAILED QUALITY ASSURANCE TESTS CONDUCTED BY THE OWNER, RE-TESTING

SHALL BE AT THE CONTRACTORS EXPENSE.

23. THESE NOTES ARE INTENDED TO SUPPLEMENT PROJECT SPECIFICATIONS AND IN NO WAY

INVALIDATE SPECIFICATIONS PROVIDED IN OTHER BID DOCUMENTS (GENERAL OR SPECIFIC

REQUIREMENTS).

SUMMARY OF QUANTITES

1. COMPLETE SPECIFICATIONS FOR THE WATER LINES, “WATER LINE SPECIFICATIONS AND DRAWINGS”, NOVEMBER 2022 ED., ARE ON FILE AT THE MURFREESBORO WATER RESOURCES DEPARTMENT ENGINEERING ANNEX AND CAN ALSO BE FOUND ONLINE AT HTTPS://WWW.MURFREESBOROTN.GOV/DOCUMENTCENTER/VIEW/26345/2022-FINAL-WATER-SPECIFICATIONS-AND-DETAILS

2. COMPLETE SPECIFICATIONS FOR THE SEWER LINES, “SEWER LINE SPECIFICATIONS AND DRAWINGS”, NOVEMBER 2022 ED., ARE ON FILE AT THE MURFREESBORO WATER RESOURCES DEPARTMENT ENGINEERING ANNEX AND CAN ALSO BE FOUND ONLINE AT HTTPS://WWW.MURFREESBOROTN.GOV/DOCUMENTCENTER/VIEW/26344/2022-FINAL-SEWER-SPECIFICATIONS-AND-DETAILS

3. COMPLETE SPECIFICATIONS FOR THE REPURIFIED WATER LINES, “REPURIFIED WATER SPECIFICATIONS AND DRAWINGS”, NOVEMBER 2022 ED., ARE ON FILE AT THE MURFREESBORO WATER RESOURCES DEPARTMENT ENGINEERING ANNEX AND CAN ALSO BE FOUND ONLINE AT HTTPS://WWW.MURFREESBOROTN.GOV/DOCUMENTCENTER/VIEW/26346/2022-FINAL-REPURIFIED-WATER-SPECIFICATIONS-AND-DETAILS

4. WATER AND SEWER CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL MWRD SPECIFICATIONS AND DRAWINGS.

5. CONCERNING WATER LINE CONSTRUCTION, RESTRAINTS SUCH AS RODS OR KICKERS SHALL BE INSTALLED AT ANY CHANGE IN DIRECTION WHERE FITTINGS ARE REQUIRED, AT ALL DEAD-ENDS, AND AT ANY LOCATION AS DIRECTED BY THE WATER RESOURCES

DEPARTMENT.

6. CONTRACTOR MUST HAVE A STATE OF TENNESSEE LICENSE, MUNICIPAL UTILITY (MU) CLASSIFICATION, TO PERFORM WORK.

7. ALL MAIN LINE WATER TAPS WILL BE MADE BY THE MURFREESBORO WATER RESOURCES DEPARTMENT.

8. UNDER THE CURRENT ADOPTED PLUMBING CODE, THE CITY OF MURFREESBORO REQUIRES THE MINIMUM FLOOR ELEVATION (M.F.E.) TO BE SET AT OR ABOVE THE TOP OF CASTING ELEVATION OF THE NEAREST MANHOLE THAT IS UPSTREAM OF THE SEWER SERVICE CONNECTION. AS AN ALTERNATIVE, THE HOMEOWNER SHALL INSTALL A BACKWATER VALVE PER THE PLUMBING CODE AND EXECUTE AND RECORD A RELEASE OF INDEMNIFICATION AGAINST THE CITY OF MURFREESBORO WITH REGARDS TO THE SANITARY SEWER CONNECTION. THE BUILDER AND/OR HOMEOWNER SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THIS REQUIREMENT.

9. TRENCH CHECK DAMS, AS CALLED OUT IN THE MWRD SPECIFICATIONS, ARE TO BE INSTALLED AT THE DISCRETION OF THE WATER

RESOURCES DEPARTMENT.

10. THE EXISTING SEWER MAINS AND/OR MANHOLES MUST BE TESTED BEFORE AND AFTER CONSTRUCTION. SHOULD THE SEWER NOT BE TESTED PRIOR TO CONSTRUCTION ANY DEFECTS FOUND AFTER CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

REPAIR AT HIS OR HER EXPENSE.

11. ALL PROPOSED MANHOLES MUST BE WRAPPED IN A CONSEAL, OR AN APPROVED EQUAL, 12” MINIMUM WATER AND SOIL BARRIER WRAP AT EACH MANHOLE SECTION JOINT AND AT ANY OTHER MANHOLE COMPONENT AS DIRECTED BY MWRD.

12. NO MORE THAN 25 PERCENT OF THE DOLLAR AMOUNT OF THE CONTRACT MAY BE AWARDED TO SUBCONTRACTORS

13. A MAXIMUM OF 2 - 6” (6 IN.) ADJUSTMENT RINGS WILL BE ALLOWED PER ANY EXISTING OR PROPOSED MANHOLES ASSOCIATED WITH THIS INSTALLATION. IF ANY MANHOLE REQUIRES ADJUSTMENT BEYOND THE 2 - 6” ADJUSTMENT RINGS ALLOWED THEN THE CONTRACTOR MUST REMOVE, ADJUST, OR ADD BARREL SECTIONS TO THE MANHOLE TO GET IT TO GRADE AT HIS OR HER OWN EXPENSE.

14. ALL NEWLY CONSTRUCTED SANITARY SEWER MAINS, REHABILITATED SANITARY SEWER LATERALS AND MAINS, EXISTING SANITARY SEWER MAINS THAT INTERSECT UNDER OR OVER A NEWLY CONSTRUCTED OR REMOVED UTILITY, OR ANY SEWER MAIN THAT HAS BEEN PHYSICALLY ALTERED IN ANY WAY MUST BE FULLY TELEVISED VIA AN IN-LINE CLOSED CIRCUIT TELEVISION (CCTV) POST CONSTRUCTION SURVEY FULLY COMPLIANT WITH THE GUIDELINES SET FORTH BY THE NORTH AMERICAN SANITARY SEWER COMPANY'S (NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM (PACP) AT THE EXPENSE OF THE CONTACTOR.

MWRD STANDARD WATER AND SEWER NOTES

TW A3

EXISTING

APRON

X X

SD SD SD SD48" X 24"

OCTAGONAL RCP

23" X 15"

ERCP

CP 4

END WALL

23" X 15" ELLIPTICAL RCP

INV. 604.88'

23" X 15" ELLIPTICAL RCP

INV. 604.39'

END WALL

48" X 24" OCTAGONAL RCP

INV. 597.37'

CONCRETE

DITCH

CP 3

CP S1

EXISTING 3 PHASE

UNDERGROUND

POWER

TSA

TOFA

END WALL

48" X 24" OCTAGONAL RCP

INV. 595.94'

EXISTING FENCE

TO REMAIN EXISTING FENCE

TO BE REMOVED

N 563351.99 E 1855782.36

N 563854.86 E 1855956.96

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

EXISTING FENCE

TO REMAIN

3741908

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60' 120'

SCALE: 1 INCH = 60 FEET

30'60' 0'

AIRFIELD CONTROL POINTS

LABEL TYPE NORTHING EASTING ELEV

CP 4

CP 3

CP S1

1/2" REBAR WITH CAP

563899.17' 1856416.58'

1856359.37'563016.03'

1/2" REBAR WITH CAP 600.16'

605.58'

564256.33' 1856402.28'1/2" REBAR WITH CAP 596.19'

LEGEND

EXISTING BUILDINGS

3 PHASE UNDERGROUND

POWER LINE

FENCE

EXISTING MAJOR CONTOURS425

EXISTING MINOR CONTOURS

EXISTING PAVEMENT

EXISTING 8"

SANITARY SEWER

EXISTING

SANITARY SEWER

XXXXXXXXXXXX

TO BE DEMOLISHED

REMOVE EXISTING

LIGHT

REMOVE EXISTING

LIGHT

REMOVE EXISTING

LIGHT

REMOVE EXISTING

LIGHT

REMOVE EXISTING

LIGHT

REMOVE EXISTING

LIGHT

REMOVE EXISTING

LIGHT

REMOVE EXISTING

LIGHT

REMOVE EXISTING

LIGHT

REMOVE EXISTING LIGHT

EXISTING FIRE

HYDRANT TO

REMAIN

EXISTING 8" WATER

LINE

EXISTING 6" WATER

LINE

TW A3

APRON

X X

SD SD SD SD48" X 24"

OCTAGONAL RCP

23" X 15"

ERCP

END WALL

23" X 15" ELLIPTICAL RCP

INV. 604.88'

23" X 15" ELLIPTICAL RCP

INV. 604.39'

END WALL

48" X 24" OCTAGONAL RCP

INV. 597.37'

CONCRETE

DITCH

TSA

TOFA

END WALL

48" X 24" OCTAGONAL RCP

INV. 595.94'

N 563359.93 E 1856201.47

N 563380.88 E 1855865.78

N 563448.00 E 1855756.84

N 563479.92 E 1855526.72

N 563909.20 E 1855527.58

N 564067.41 E 1855968.15

N 564080.94 E 1855534.61

N 563666.56 E 1855523.82

N 563756.35 E 1855504.70

3741908

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60' 120'

SCALE: 1 INCH = 60 FEET

30'60' 0'

LEGEND

SILT FENCE

INLET PROTECTION

CHECK DAM

EPSC NOTES:

1. THE CONTRACTOR SHALL CONSULT THE LATEST EDITION OF THE TENNESSEE EROSION AND SEDIMENT CONTROL HANDBOOK FOR FACT SHEETS AND DETAILS FOR INFORMATION AND GUIDANCE IN APPLYING TEMPORARY CONSTRUCTION SITE MANAGEMENT PRACTICES (TCPS) TO DISTURBED AREAS INCLUDING:

CONSTRUCTION EXIT

SILT FENCE

INLET PROTECTION

CHECK DAMS

TURF REINFORCED MATTING

RIP RAP

2. ALL DIMENSIONS AND LOCATIONS OF TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL

DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS DESIGNATED BY THE ENGINEER.

3. WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES ARE NO LONGER REQUIRED FOR THE INTENDED PURPOSE, IN THE OPINION OF THE ENGINEER, THEY SHALL BE REMOVED.

4. CONTRACTOR TO NOTIFY THE AIRPORT AND TDOT THREE DAYS PRIOR TO BEGINNING WORK.

5. ALL SLOPES 3:1 OR GREATER TO BE STABILIZED WITH SOD.

6. ALL GRADED AREAS INCLUDING SLOPES ARE TO BE HYDROSEEDED WITHIN 14 DAYS AFTER GRADING IS

COMPLETE. ONLY ONE APPLICATION OF HYDROSEED WILL BE PAID.

EPSC SEQUENCING NOTES:

1. THE CONTRACTOR SHALL INSTALL THE CONSTRUCTION EXIT BEFORE ANY

OTHER WORK IS COMPLETED.

2. THE CONTRACTOR SHALL INSTALL THE MOST DOWNSTREAM CHECK DAMS ON

EACH CHANNEL.

3. INSTALL PERIMETER SILT FENCE AROUND THE STAGING/STOCKPILE AREA.

4. NO GRADING OPERATIONS SHALL BEGIN UNTIL THE CITY INSPECTOR HAS

APPROVED THE INITIAL INSTALLATION OF EPSC MEASURES.

EXISTING BUILDINGS

EXISTING 3 PHASE

UNDERGROUND POWER LINE

EXISTING FENCE

EXISTING MAJOR CONTOURS425

EXISTING MINOR CONTOURS

EXISTING PAVEMENT

TEMPORARY SEDIMENT BASIN TO PROVIDE 1,370 CY OF WET

STORAGE AND 1,370 CY OF DRY STORAGE.

DRAINAGE AREA TO SEDIMENT BASIN: 19.54 ACRES

TOP OF BANK ELEVATION: ±600.00'

TOP OF DRY STORAGE ELEVATION: 599.90'

TOP OF WET STORAGE ELEVATION: 599.20'

BOTTOM ELEVATION: 598.50'

CULVERT PROTECTION

INSTALL CULVERT

PROTECTION (TYP.)

TW A3

APRON

X X

SD SD SD SD48" X 24"

OCTAGONAL RCP

23" X 15"

ERCP

END WALL

23" X 15" ELLIPTICAL RCP

INV. 604.88'

23" X 15" ELLIPTICAL RCP

INV. 604.39'

END WALL

48" X 24" OCTAGONAL RCP

INV. 597.37'

CONCRETE

DITCH

TSA

TOFA

END WALL

48" X 24" OCTAGONAL RCP

INV. 595.94'

600600

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60' 120'

SCALE: 1 INCH = 60 FEET

30'60' 0'

LEGEND

SILT FENCE INSTALLED DURING

PRE-CONSTRUCTION PHASE

INLET PROTECTION INSTALLED

DURING PRE-CONSTRUCTION PHASE

CHECK DAM INSTALLED DURING

PRE-CONSTRUCTION PHASE

EXISTING BUILDINGS

EXISTING 3 PHASE

UNDERGROUND POWER LINE

EXISTING FENCE

EXISTING MAJOR CONTOURS425

EXISTING MINOR CONTOURS

EXISTING PAVEMENT

SILT FENCE

INLET PROTECTION

CHECK DAM

SILT FENCE INSTALLED

DURING PRE-CONSTRUCTION

PHASE (TYP.)

EPSC NOTES:

1. THE CONTRACTOR SHALL CONSULT THE LATEST EDITION OF THE TENNESSEE

EROSION AND SEDIMENT CONTROL HANDBOOK FOR FACT SHEETS AND

DETAILS FOR INFORMATION AND GUIDANCE IN APPLYING TEMPORARY

CONSTRUCTION SITE MANAGEMENT PRACTICES (TCPS) TO DISTURBED AREAS

INCLUDING:

CONSTRUCTION EXIT

SILT FENCE

INLET PROTECTION

CHECK DAMS

TURF REINFORCED MATTING

RIP RAP

2. ALL DIMENSIONS AND LOCATIONS OF TEMPORARY SOIL EROSION AND WATER

POLLUTION CONTROL DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS

DESIGNATED BY THE ENGINEER.

3. WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL

DEVICES ARE NO LONGER REQUIRED FOR THE INTENDED PURPOSE, IN THE

OPINION OF THE ENGINEER, THEY SHALL BE REMOVED.

4. CONTRACTOR TO NOTIFY THE AIRPORT AND TDOT THREE DAYS PRIOR TO

BEGINNING WORK.

5. ALL SLOPES 3:1 OR GREATER TO BE STABILIZED WITH TURF REINFORCED

MATTING ( NORTH AMERICAN GREEN C350 OR APPROVED EQUIVALENT).

6. ALL GRADED AREAS INCLUDING SLOPES ARE TO BE MULCHED AND SEEDED

WITHIN 14 DAYS AFTER GRADING IS COMPLETE.

EPSC SEQUENCING NOTES:

1. THE CONTRACTOR SHALL MAINTAIN, REPAIR AND/OR

REPLACE EROSION CONTROL MEASURES FROM

PRE-CONSTRUCTION PHASE.

INSTALL INLET

PROTECTION (TYP.)

EXISTING SANITARY

SEWER (TYP.)

TEMPORARY SEDIMENT BASIN TO PROVIDE 1,370 CY OF WET

STORAGE AND 1,370 CY OF DRY STORAGE.

DRAINAGE AREA TO SEDIMENT BASIN: 19.54 ACRES

TOP OF BANK ELEVATION: ±600.00'

TOP OF DRY STORAGE ELEVATION: 599.90'

TOP OF WET STORAGE ELEVATION: 599.20'

BOTTOM ELEVATION: 598.50'

CULVERT PROTECTION

INSTALL CULVERT

PROTECTION (TYP.)

LIMITS OF GRADING

(TYP.)

LIMITS OF GRADING

(TYP.)

10.69 DISTURBED ACRES

INSTALL INLET

PROTECTION (TYP.)

TW A3

APRON

X X

SD SD SD SD48" X 24"

OCTAGONAL RCP

23" X 15"

ERCP

END WALL

23" X 15" ELLIPTICAL RCP

INV. 604.88'

23" X 15" ELLIPTICAL RCP

INV. 604.39'

END WALL

48" X 24" OCTAGONAL RCP

INV. 597.37'

CONCRETE

DITCH

TSA

TOFA

END WALL

48" X 24" OCTAGONAL RCP

INV. 595.94'

3741908

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60' 120'

SCALE: 1 INCH = 60 FEET

30'60' 0'

PROPOSED MINOR

CONTOURS

EPSC NOTES:

CONSTRUCTION EXIT

SILT FENCE

INLET PROTECTION

CHECK DAMS

TURF REINFORCED MATTING

RIP RAP

2. ALL DIMENSIONS AND LOCATIONS OF TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL

DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS DESIGNATED BY THE ENGINEER.

3. WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES ARE NO LONGER REQUIRED FOR THE INTENDED PURPOSE, IN THE OPINION OF THE ENGINEER, THEY SHALL BE REMOVED.

4. CONTRACTOR TO NOTIFY THE AIRPORT AND TDOT THREE DAYS PRIOR TO BEGINNING WORK.

5. ALL SLOPES 3:1 OR GREATER TO BE STABILIZED WITH TURF REINFORCED MATTING ( NORTH AMERICAN

GREEN C350 OR APPROVED EQUIVALENT).

6. ALL GRADED AREAS INCLUDING SLOPES ARE TO BE MULCHED AND SEEDED WITHIN 14 DAYS AFTER

GRADING IS COMPLETE.

EPSC SEQUENCING NOTES:

1. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES.

PROPOSED MAJOR

CONTOURS

PROPOSED SOD

PROPOSED HYDRO-SEED

LEGEND

EXISTING BUILDINGS

EXISTING 3 PHASE

UNDERGROUND POWER LINE

EXISTING FENCE

EXISTING MAJOR CONTOURS425

EXISTING MINOR CONTOURS

EXISTING PAVEMENT

PROPOSED SOD

(TYP.)

PROPOSED

HYDRO-SEED

(TYP.)

LIMITS OF GRADING

(TYP.)

LIMITS OF GRADING

(TYP.)

LIMITS OF GRADING

(TYP.)

10.69 DISTURBED ACRES

N C

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SCALE: N.T.S.

EROSION CONTROL - TEMPORARY SILT FENCE

DROP INLET

STAKED STRAW BALES

SURROUNDING DROP INLET

TYPICAL SEDIMENT PROTECTION

UNTIL SURROUNDING AREA

IS STABILIZED

EROSION & SEDIMENT CONTROL NOTES:

C1.04

SCALE: N.T.S.

EROSION CONTROL - INLET PROTECTION

EXISTING

GROUND

MIN. 2.25" (NOMINAL) X 2.25" (NOMINAL)

- (1.75" ACTUAL X 1.75" ACTUAL) (3.06 SQ.

IN.) HARDWOOD POST (OAK OR HICKORY) OR

MIN. 1.25 LB./FT. STEEL POST (STD. "T" OR

"U" SECTION) - LENGTH 58"

FLOW

EXISTING

GROUND

BOTTOM

TRENCH

WOOD POST

(TYP.)

ANCHOR SILT

FENCE

FABRIC 6" DEEP

WITH

4" RUN-OUT

LENGTH

BACKFILL WITH

COMPACTED SOIL

SILT FENCE FABRIC

USE MIN. OF 18

POSTS PER 100

FT. OF LENGTH

ELEVATION VIEWSECTIONAL VIEW

2" M

. MAX 6' POST SPACING

" M

. P

8" M

2" M

POSITION POST/FABRIC

ASSEMBLY AT VERTICAL

TO A MAX. 5° FROM

THE VERTICAL (ANGLED

TOWARD FLOW)

SILT FENCE

FABRIC

TOTAL WIDTH

36"

INLET PROTECTION ON

PAVEMENT SURFACES

VARIABLE

1'-6"

2' MAX.

2:1 2:1

FILTERED

WATER

C C

FLOW

MACHINED RIPRAP

(CLASS A-1)

MACHINED RIPRAP

(CLASS A-1)

GEOTEXTILE

FABRIC

1' MIN.

CATCH

BASIN

FLOW

FLO

2:1 2:1

GEOTEXTILE FABRIC UNDER ENTIRE

FOOTPRINT OF RIRAP EXTENDED TO

THE EDGE OF THE CATCH BASIN

GEOTEXTILE FABRIC PLACED BETWEEN

MINERAL AGGREGATE LAYER AND RIPRAP

LAYER AND BETWEEN MINERAL AGGREGATE

AND NATURAL GROUND

MINERAL AGGREGATE

(SIZE 57)

MINERAL AGGREGATE

(SIZE 57)

MINERAL AGGREGATE

(SIZE 57)

INLET PROTECTION ON SOIL SURFACES

1. THE EROSION CONTROL DEVICES SHALL BE THE FIRST ITEM OF CONSTRUCTION AND REMAIN FUNCTIONAL. THEY WILL REQUIRE PERIODIC MAINTENANCE AS

PART OF THE CONTRACT.

2. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL WHERE REQUIRED. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL DEVICES AS REQUIRED BY

LOCAL, STATE AND FEDERAL REGULATIONS AT NO ADDITIONAL COST.

3. ALL STORM SEWER DEVICES SHALL BE COMPLETELY SURROUNDED WITH A SEDIMENT BARRIER CONSISTING OF AS INLET PROTECTION DEVICE TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. THE DEVICES SHALL BE CONTINUOUSLY MAINTAINED AND SECONDARY SYSTEMS INSTALLED AS NEEDED. THESE DEVICES SHALL REMAIN IN PLACE UNTIL THE FINAL SURFACE HAS BEEN ESTABLISHED.

4. ALL EROSION CONTROL DEVICES SHALL BE REMOVED AT THE END OF THE PROJECT.

5. CONSTRUCTION ENTRANCE SHALL BE USED IN ACCORDANCE WITH SPECIFICATIONS.

6. THE ENGINEER MAY REQUIRE ADDITIONAL EROSION CONTROL AS THE PROJECT PROGRESSES.

7. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF NOTED EROSION CONTROL MEASURES.

8. OUTFALL POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION AND SEDIMENT CONTROL MEASURES ARE EFFECTIVE IN PREVENTING IMPACTS TO SURROUNDING WATERS. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE ROADWAY SEDIMENT

TRACKING.

9. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ENSURE THAT PETROLEUM PRODUCTS OR OTHER CHEMICAL POLLUTANTS ARE PREVENTED FROM ENTERING WATERS OF THE STATE/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 POLLUTION OF WATERS OF THE STATE/U.S. INCLUDING GROUNDWATER, SHOULD A SPILL OCCUR.

10. 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. THE APPROPRIATE AGENCY SHALL DECIDE WHICH HAS PRECEDENCE AND WHETHER PERMIT OR PLANS

REVISIONS ARE NEEDED. IN GENERAL, THE MOST STRINGENT CONDITIONS WILL PREVAIL.

11. THE PLACEMENT AND LOCATION OF TEMPORARY BMPS SHALL BE MODIFIED THROUGHOUT THE CONSTRUCTION PROCESS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO MAINTAIN A FUNCTIONING EROSION AND SEDIMENT CONTROL PLAN.

12. PRE-CONSTRUCTION VEGETATION SHALL NOT BE DISTURBED MORE THAN 10 DAYS PRIOR TO ANY EXCAVATING ACTIVITIES.

13.TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO ALL DENOTED AREAS WITHIN 7 DAYS OF COMPLETION OF GRADING ACTIVITIES OR TO OTHER DENOTED

AREAS WHICH ARE TO REMAIN DORMANT FOR LONGER THAN 14 DAYS.

14. THE PROPOSED CONSTRUCTION ENTRANCES SHALL BE STABILIZED. NO ACCESS IS TO BE PROVIDED DIRECTLY TO THE PUBLIC RIGHT-OF-WAY WITHOUT AN APPROVED CONSTRUCTION ENTRANCE. PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCE WITH 2-3" STONE MAY BE REQUIRED TO PREVENT THE

ACCUMULATION OF DUST AND MUD ON THE PUBLIC ROADS.

15. ON AND OFF-SITE DUST AND MUD TO BE CONTROLLED AT ALL TIMES THROUGHOUT THE LIFE OF THE CONSTRUCTION PROJECT. THIS MAY REQUIRE PERIODIC ON-SITE WATERING OR OTHER METHODS FOR DUST CONTROL AND PERIODIC WASHING OF THE PUBLIC STREETS AS MAY BE NECESSARY. DUST AND MUD ARE NOT ALLOWED BEYOND THE LIMITS OF CONSTRUCTION. EXISTING BUILDINGS AND VEHICLE STORAGE AREA TO BE PROTECTED FROM DUST AT ALL TIMES.

16. SILT BARRIERS MAY BE REQUIRED TO BE PLACED AT THE TOP OF SLOPES UNTIL ESTABLISHMENT OF PERMANENT VEGETATION ON THE SLOPES AND AROUND

THE PROPOSED PAVEMENT AREAS.

17. ANY STOCKPILED SOIL OR FILL MATERIAL SHALL BE LOCATED AND TREATED IN A MANNER TO PREVENT SILT FROM ENTERING STREAMS. NO EXCAVATED MATERIAL SHALL BE DISCHARGED INTO DITCHES. THE CONTRACTOR SHALL DISPOSE/STOCKPILE ALL EXCAVATED MATERIAL IN A LOCATION, APPROVED BY THE

ENGINEER, ABOVE THE NORMAL HIGH WATER ELEVATION.

18. SEDIMENT CONTROL DEVICES ARE TO BE PERIODICALLY CLEANED OF SILT WHEN ACCUMULATION REDUCES THE DESIGN CAPACITY OF THE DEVICE BY 50%.

THE DEVICES SHALL BE CHECKED WEEKLY AND WITHIN 24 HOURS AFTER EVERY MEASURABLE RAINFALL. IN THE EVENT OF CONTINUOUS RAINFALL, EROSION CONTROLS SHALL BE CHECKED DAILY. ANY FAILURE OF A CONTROL DEVICE SHALL BE CORRECTED WITHIN SEVEN DAYS. UPON CONCLUSION OF THE INSPECTIONS, EROSION AND SEDIMENT CONTROL MEASURES FOUND TO BE INEFFECTIVE ACCORDING TO OWNER TURBIDITY LEVELS 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 WILL KEEP A LOG OF ALL INSPECTIONS AND REPAIR EFFORTS DURING THE CONSTRUCTION PERIOD.

19. THE CONTRACTOR SHALL PROVIDE TEMPORARY EROSION AND WATER CONTROL MEASURES (BMP'S) AS DIRECTED BY THE ENGINEER. THESE TEMPORARY MEASURES SHALL BE COORDINATED WITH THE PERMANENT EROSION CONTROL FEATURES TO ASSURE ECONOMICAL, EFFECTIVE, AND CONTINUOUS EROSION

CONTROL THROUGHOUT THE PROJECT.

20. REMOVAL OF STANDING, MUDDY WATER FROM THE SITE SHALL BE ACCOMPLISHED WITH A PUMP/FILTER BAG COMBINATION OR SAID WATER WILL BE DIVERTED

INTO EXISTING SEDIMENT CONTROL DEVICES VIA A PUMP.

21. EXPOSED LITTER, DEBRIS, CHEMICALS, ETC., SHALL BE PROPERLY STORED AND DISPOSED OF PRIOR TO ANTICIPATED STORM EVENTS.

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C1.05

SCALE: N.T.S.

EROSION CONTROL - CULVERT PROTECTION

N C

O N

L D

C1.05

TW A3

APRON

600600

X X

SD SD SD SD48" X 24"

OCTAGONAL RCP

23" X 15"

ERCP

END WALL

23" X 15" ELLIPTICAL RCP

INV. 604.88'

23" X 15" ELLIPTICAL RCP

INV. 604.39'

END WALL

48" X 24" OCTAGONAL RCP

INV. 597.37'

CONCRETE

DITCH

TSA

TOFA

END WALL

48" X 24" OCTAGONAL RCP

INV. 595.94'

CB - D211

STA:20+00.00

RIM:604.00

INV OUT:601.28 15" RCP

JB - D20

STA:13+61.34

RIM:603.98

INV IN:600.00 30"x19" RCP

CB - D22

STA:10+00.00

RIM:603.25

INV OUT:601.00 15" RCP

CB - D21

STA:12+41.30

RIM:603.25

INV IN:600.40 15" RCP

INV IN:600.50 15" RCP

INV OUT:600.30 30"x19" RCP

' o f 1 5"

R C

' o f 3 0" x1 9"

R C

156.60' of 1 5" R

CP @

0.50%

HW - D151

STA:40+00.00

RIM:605.22

INV OUT:602.01 30"x19" RCP

JB - D14

STA:32+50.00

RIM:604.92

INV IN:600.60 30"x19" RCP INV IN:600.50 38"x24" RCP

INV OUT:600.34 45"x29" RCP

CB - D16

STA:30+00.00

RIM:604.50

INV OUT:601.27 30"x19" RCPCB - D13

STA:33+65.00

RIM:604.50

INV IN:600.00 45"x29" RCP INV OUT:599.88 45"x29" RCP

CB - D11

STA:36+14.30

RIM:604.50

INV IN:598.93 53"x34" RCP INV OUT:598.73 53"x34" RCP

CB - D141

STA:50+00.00

RIM:604.28

INV OUT:600.99 30"x19" RCP

CB - D15

STA:31+73.00

RIM:604.23

INV IN:600.75 30"x19" RCP INV IN:600.85 30"x19" RCP INV OUT:600.73 38"x24" RCP

CB - D12

STA:34+75.92

RIM:603.90

INV IN:599.55 45"x29" RCP INV OUT:599.35 53"x34" RCP

HW - D10

STA:36+75.72

RIM:603.76

INV IN:598.50 53"x34" RCP

173.00' of 30"x19" RCP @ 0.30%

77.00' of 38"x24" RCP @ 0.30%

61.43' of 53"x34" RCP @ 0.38% 138.37' of 53"x3

4" R

CP @

0.30%

' o f 3 0" x1 9"

R C

115.00' of 45"x29" RCP @ 0.30%

110.92' of 45"x29" RCP @ 0.30%

71.00' of 30"x19" RCP @ 0.55%

20+00

21+00

21+57

30+00 31+0032+00

34+00

35+00

36+00

050+7150+00

3741908

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C2.01

60' 120'

SCALE: 1 INCH = 60 FEET

30'60' 0'

STORM LINE SD 1

(SEE SHEET FOR C4.01

FOR PROFILES)

STORM LINE SD 4

(SEE SHEET FOR C4.01

FOR PROFILES)

STORM LINE SD 5

(SEE SHEET FOR C4.01

FOR PROFILES)

LEGEND

EXISTING BUILDINGS

EXISITNG 3 PHASE

UNDERGROUND POWER LINE

EXISTING FENCE

EXISTING MAJOR CONTOURS425

EXISTING MINOR CONTOURS

EXISTING PAVEMENT

PROPOSED MAJOR CONTOURS425

PROPOSED MINOR CONTOURS

PROPOSED STORM DRAIN PIPE

PROPOSED STORM MANHOLE

PROPOSED STORM HEADWALL

PROTECT EXISTING

SANITARY LINE

FUTURE HANGAR

FUTURE PROJECTS

NOTES:

1. FOR THE PURPOSE OF PIPE SIZING, RUNOFF COEFFICIENT C=0.95 WAS USED IN

CALCULATING FLOW Q TO INSURE ADEQUATE PIPE CAPACITY FOR FUTURE DEVELOPMENT.

2. FOR THE PURPOSE OF RUNOFF QUALITY & QUANTITY FACILITIES REQUIREMENTS, RUNOFF

COEFFICIENT C=0.44 WAS USED FOR BOTH PRE-CONSTRUCTION AND

POST-CONSTRUCTION CALCULATIONS.

3. SINCE NO SIGNIFICANT CHANGE TO RUNOFF CHARACTERISTICS (GROUNDCOVER, GRADES,

ETC.), WATER QUALITY & QUANTITY MANAGEMENT FACILITIES ARE NOT INCLUDED IN THIS

PROJECT. REQUIRED WATER QUALITY & QUANTITY MANAGEMENT FACILITIES FOR FUTURE

DEVELOPMENT WILL BE INCLUDED IN FUTURE DEVELOPMENT PLANS.

4. WATER QUALITY/WATER QUANTITY MANAGEMENT FACILITIES WILL BE REQUIRED FOR

FUTURE DEVELOPMENT BEYOND IMPROVEMENTS REPRESENTED IN THESE PLANS.

5. SEE SHEET C1.03 FOR POST-CONSTRUCTION EROSION AND SEDIMENT CONTROL

MEASURES.

STORM LINE SD 2

(SEE SHEET FOR C4.01

FOR PROFILES)

STORM LINE SD 1

(SEE SHEET FOR C4.01

FOR PROFILES)

STORM LINE SD 3

(SEE SHEET FOR C4.01

FOR PROFILES)

STORM LINE SD 3

(SEE SHEET FOR C4.01

FOR PROFILES)

X X

EXISTING 3 PHASE

UNDERGROUND

POWER

TSA

TOFA

TW A3

APRON

MH082J0030

STA:0+00.00

RIM:604.73

INV IN:596.33 8" SDR 26 PVC

EX INV OUT:596.23 SDR 26 PVC FIELD VERIFY

MH082J003A

STA:2+04.82

RIM:603.21

INV IN:597.25 8" SDR 26 PVC

INV OUT:597.15 8" SDR 26 PVC

20'

30'

204.82' of 8" PVC @ 0.40%

MH082J003B

STA:3+00.00

RIM:602.89

INV OUT:597.63 8" SDR 26 PVC

FUTURE 6" SERVICE LINE INVERT 597.70

20'

95.18' of 8" PVC @ -0.40%

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C3.01

60' 120'

SCALE: 1 INCH = 60 FEET

30'60' 0'

PROPOSED

10" WATER

LINE

SANITARY SEWER SS-1

(SEE SHEET C6.01 FOR

PROFILE AND STORM

DRAIN LOCATIONS)

EXISTING

SANITARY

SEWER LINE

EXISTING XX"

SANITARY

SEWER LINE

TIE INTO EXISTING

SANITARY SEWER

MANHOLE

LEGEND

EXISTING BUILDINGS

EXISITNG 3 PHASE

UNDERGROUND POWER LINE

EXISTING FENCE

PROPOSED SANITARY

SEWER LINE

EXISTING PAVEMENT

PROPOSED WATER LINE

EXISTING SANITARY

SEWER MANHOLE

EXISTING SANITARY

SEWER LINE

PROPOSED SANITARY

SEWER MANHOLES

FUTURE HANGAR

FUTURE PROJECTS

PROPOSED 20'

WATER LINE

EASEMENT

PROPOSED 20'

POWER LINE

EASEMENT

PROPOSED 30'

SANITARY SEWER

EASEMENT

WATER LINE

(SEE SHEET C5.01 FOR

PROFILE, STORM DRAIN

LOCATIONS, AND PIPE

FITTINGS)

CONNECT TO EXISTING

8" WATER LINE

(SEE SHEET C5.02 FOR

PROFILE, STORM DRAIN

LOCATIONS, AND PIPE

FITTINGS)

CONNECT TO EXISTING 6"

WATERLINE (SEE SHEET

C5.01 FOR PROFILE,

STORM DRAIN LOCATIONS,

AND PIPE FITTINGS)

FUTURE SERVICE

LATERAL, NOT

PART OF THIS

PROJECT

FUTURE SERVICE

LATERAL, NOT

PART OF THIS

PROJECT

FUTURE SERVICE

LATERAL, NOT

PART OF THIS

PROJECT

FUTURE SERVICE

LATERAL, NOT

PART OF THIS

PROJECT

REMOVE APPROXIMATELY 20' OF EXISTING

FENCE TO ALLOW FOR WATERLINE

INSTALLATION. RE-INSTALL FENCE UPON

COMPLETION OF WATERLINE INSTALLATION.

IF EXISTING 3-PHASE POWER IS EXPOSED

DURING GRADING OPERATIONS, CONTACT

MIDDLE TENNESSEE ELECTRIC TO

SCHEDULE AN INSPECTION.

SD 1

9+00 10+00 11+00 12+00 13+00 14+00 15+00

SD 2

19+00 20+00 21+00 22+00 23+00

CB - D22

STA:10+00.00

RIM:603.25

INV OUT:601.00 15" RCP

241.30' of 15" RCP @ 0.25%

CB - D21

STA:12+41.30

RIM:603.25

INV IN:600.40 15" RCP

INV IN:600.50 15" RCP

INV OUT:600.30 30"x19" RCP

120.03' of 30"x19" RCP @ 0.25%

JB - D20

STA:13+61.34

RIM:603.98

INV IN:600.00 30"x19" RCP

CB - D211

STA:20+00.00

RIM:604.00

INV OUT:601.28 15" RCP

156.60' of 15" RCP @ 0.50%

CB - D21

STA:12+41.30

RIM:603.25

INV IN:600.40 15" RCP

INV IN:600.50 15" RCP

INV OUT:600.30 30"x19" RCP

SD 3

29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

SD 4

39+00 40+00 41+00 42+00 43+00 44+00 45+00

SD 5

49+00 50+00 51+00 52+00

CB - D16

STA:30+00.00

RIM:604.50

INV OUT:601.27 30"x19" RCP

173.00' of 30"x19" RCP @ 0.30%

CB - D15

STA:31+73.00

RIM:604.23

INV IN:600.75 30"x19" RCP INV IN:600.85 30"x19" RCP

INV OUT:600.73 38"x24" RCP

77.00' of 38"x24" RCP @ 0.30%

115.00' of 45"x29" RCP @ 0.30%

CB - D13

STA:33+65.00

RIM:604.50

INV IN:600.00 45"x29" RCP

INV OUT:599.88 45"x29" RCP

110.92' of 45"x29" RCP @ 0.30%

CB - D12

STA:34+75.92

RIM:603.90

INV IN:599.55 45"x29" RCP

INV OUT:599.35 53"x34" RCP

138.37' of 53"x34" RCP @ 0.30%

CB - D11

STA:36+14.30

RIM:604.50

INV IN:598.93 53"x34" RCP

INV OUT:598.73 53"x34" RCP

61.43' of 53"x34" RCP @ 0.38%

HW - D10

STA:36+75.72

RIM:603.76

INV IN:598.50 53"x34" RCP

HW - D151

STA:40+00.00

RIM:605.22

INV OUT:602.01 30"x19" RCP

379.84' of 30"x19" RCP @ 0.31%

CB - D15

STA:31+73.00

RIM:604.23

INV IN:600.75 30"x19" RCP INV IN:600.85 30"x19" RCP INV OUT:600.73 38"x24" RCP

CB - D141

STA:50+00.00

RIM:604.28

INV OUT:600.99 30"x19" RCP

71.00' of 30"x19" RCP @ 0.55%

JB - D14

STA:32+50.00

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 Jul 3, 2025.