W912P521B0003 TPlans Amendment 1.pdf

N A

S H

V

IL

L E D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

GENERAL

EXISTING UTILITIES

ADA REQUIREMENTS

DEMOLITION

LAYOUT

CLEARING/GRUBBING

GRADING

DEVELOPMENT

ABBREVIATIONS

CITY OF MURFREESBORO

47149C0134H, EFFECTIVE 01-05-2007.

THIS PROJECT IS PARTIALLY LOCATED ZONE AE ZONE PER FEMA FIRM PANEL 27.

BIDDING AND CONSTRUCTION OF THIS PROJECT.

THE CONTRACTOR SHALL PERFORM ALL QUANTITY TAKEOFFS REQUIRED FOR 26.

TRAFFIC CONTROL, ETC. SHALL BE DONE IN COMPLIANCE WITH LOCAL REQUIREMENTS.

WITH LOCAL JURISDICTIONS. ALL TEMPORARY LANE CLOSURES, EXCAVATIONS, BORINGS,

THE CONTRACTOR SHALL COORDINATE ALL ROAD CLOSURES, EXCAVATIONS, ETC. 25.

OR LAND ALTERATION.

TO THE COMMENCEMENT OF ANY PHASE OF THE SITE CONSTRUCTION IN PLACE PRlOR

(SWPPP) MEASURES PROTECTING EXISTING DRAINAGE FACILITIES BE PREVENTION PLAN

CONTRACTOR SHALL AT ALL TIMES ENSURE THAT THE STORMWATER POLLUTION 24.

EXPENSE.FROM THE SITE AT CONTRACTOR'S

SYSTEM SHALL BE COLLECTED AND REMOVED ON PAVEMENT OR WITHIN THE STORM

WATER SHALL BE WASHED INTO THE STORM SYSTEM. ALL SEDIMENT LADEN MATERIAL

AND/OR CONTRACTING OFFICER. IF POWER WASHING IS USED, NO SEDIMENT LADEN

PRlOR TO REMOVAL OF TEMPORARY SEDIMENT CONTROLS, AS DIRECTED BY THE CITY

UPON COMPLETION OF PROJECT, CONTRACTOR SHALL CLEAN THE PAVED AREAS 23.

GOVERNMENT.

CLEAN, UNMARRED, AND SUITABLY PROTECTED UNTIL ACCEPTANCE BY THE SURFACES

THE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL FINISHED WORK. MAINTAIN 22.

SCRAP, DEBRIS, & WASTE MATERIAL.

AT ALL TIMES. DAILY, AND MORE OFTEN IF NECESSARY, INSPECT & AND PICK UP ALL

THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION 21.

INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA.

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

REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING

SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT'S

SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE THE DRAWINGS.

INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON WORK SHALL FIT

THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW 20.

SUBMIT OFF-SITE LOCATION TO CONTRACTING OFFICER FOR APPROVAL.

ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR SHALL

CONTRACTOR SHALL DISPOSE OF ALL SURPLUS MATERIAL OFF-SITE IN 19.

RELATED.

ARCHAEOLOGIST TO DETERMINE IF THEY APPEAR TO BE CULTURAL RESOURCES

DURING CONSTRUCTION, THE GOVERNMENT MUST CONTACT THE PROJECT

ARTIFACTS AND ANTIQUITIES. IN THE EVENT ITEMS ARE FOUND PAPER CURRENCY,

INCLUDES, BUT IS NOT LIMITED TO, PRECIOUS METALS, COINS, LAND OWNER. THIS

ANY FOREIGN ITEM FOUND DURING CONSTRUCTION IS THE PROPERTY OF THE 18.

REQUIRED ABOVE, OF SUCH DIFFERING CONDITIONS.

CONTRACTOR HAS SO NOTIFIED THE GOVERNMENT, VERBALLY AND IN WRITING AS

AND SPECIFICATIONS WlLL BE ALLOWED UNLESS THE ANTICIPATED IN THE PLAN

DIFFERING FROM THOSE CLAIM BY THE CONTRACTOR FOR ANY CONDITIONS

CONDITIONS AND IN WRITING, AS TO THE NATURE OF THE DIFFERING CONDITIONS. NO

PROMPTLY NOTIFY THE GOVERNMENT VERBALLY TO PERMIT VERIFICATION OF THE

PHYSICAL CONDITIONS DIFFERING FROM THOSE DISCLOSED IN THE SPECIFICATIONS,

THE CONTRACTOR WILL, UPON BECOMING AWARE OF SUBSURFACE OR LATENT 17.

REQUIREMENTS MANUAL, EM 385-1-1. T

SHALL COMPLY WITH THE US ARMY CORPS OF ENGINEERS, SAFETY AND HEALTH

PLUGS, EYE SHIELDS, PROTECTIVE SHOES, ETC. THE CONTRACTOR HARD HATS, EAR

APPAREL SUCH AS STATUTES AND RULES REQUIRING CERTAIN PROTECTIVE PERSONAL

GENERAL PUBLIC. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY

NECESSARY FOR THE PROTECTION OF LIFE AND PROPERTY FOR EMPLOYEES AND THE

BLASTING PROTECTION, WARNING LIGHTS AND BARRICADES, ETC. AS MAY BE

THE CONTRACTOR SHALL PROVIDE SUCH BRACING, SHEETING AND SHORING, 16.

GOVERNING JURISDICTION AND SPECIFICATIONS.

ALL WORK WlTHlN THE RIGHTS OF WAY SHALL BE IN ACCORDANCE WlTH THE 15.

UPON.

COST ARE TO BE INCLUDED IN THE PRICE OF THE ITEMS ACTUALLY BID OTHER ITEMS OF

ALL PAY ITEMS HAVE BEEN EXPLICITLY SET FORTH AS SUCH IN THE PROPOSAL, ALL 14.

SUBCONTRACTORS, OR THE CARELESSNESS OF ANY OF THEIR EMPLOYEES.

CONSTRUCTION OF THE WORK, WHETHER CAUSED BY THE CONTRACTOR,

PREMISES OR ADJACENT PREMISES, OR INJURIES TO THE PUBLIC DURING THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE 13.

REQUIREMENTS MANUAL, EM 385-1-1. ARMY CORPS OF ENGINEERS, SAFETY AND HEALTH

DETERMINATION OF THE CONTRACTOR. THE CONTRACTOR SHALL COMPLY WITH THE US

BARRICADES, WARNING SIGNS, LIGHTS OR OTHER DEVICES SOLELY AT THE

TEMPORARY WORKS FOR THE PROTECTION OF THE WORK AND THE PUBLIC, INCLUDING

THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY 12.

HAS NOT BEEN GIVEN.

DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION

CONTRACTOR FOR WORK HAVING TO BE REDONE COMPENSATION SHALL BE PAlD TO THE

NECESSARY CHANGES. NO EXTRA PROCEEDING WITH CONSTRUCTION FOR

NOTIFY THE CONTRACTING OFFICER IF ANY DISCREPANCIES EXIST PRIOR TO

CONDITIONS PRlOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL EXISTING

SURVEY PROVIDED BY OTHERS. THE CONTRACTOR SHALL FIELD WERE BASED ON SITE

ALL DIMENSIONS, GRADES, AND UTILITY LOCATIONS SHOWN ON THESE PLANS 11.

RESPONSIBLE FOR PROTECTION OF THE PROJECT AND PUBLIC SAFETY.

THE CONTRACTOR'S RISK UNTIL SITE IS ACCEPTED, AND THE CONTRACTOR WILL BE HELD

THE CONTRACTOR ACKNOWLEDGES AND AGREES THAT THE WORK IS ENTIRELY AT 10.

SIDEWALKS, STREETS, WATER MAINS, SEWERS, BLASTING, PUBLIC STRUCTURES, ETC.

STATE BUILDING LAWS, ORDINANCES OR REGULATIONS RELATING TO BUILDING

AND PAY ALL LEGAL FEES. HE/SHE SHALL ALSO COMPLY WITH ALL CITY, COUNTY AND

THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS 9.

AUTHORITIES.THE PERMITTING

AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF

CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED

THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO TO MAKE SURE

PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE 8.

FACILITIES CAUSED BY HIS WORK FORCE.THESE

THE CONTRACTOR FOR DAMAGE AND REPAIR TO COMPENSATION SHALL BE PAlD TO

LOCATE THEIR FACILITIES PRlOR TO STARTING CONSTRUCTION. NO ADDITIONAL

CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO

ON FIELD SURVEYS, GIS DATA AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE

THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED 7.

CONSTRUCTION.

DATA AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRlOR TO ANY

HORIZONTAL CONTROL TRAVERSE THROUGH GIVEN POINTS TO CONFIRM GEOMETRIC

INDEPENDENT VERTICAL CONTROL TRAVERSE TO CHECK BENCHMARKS AND A

UPON RECEIPT OF POINT COORDINATE DATA, THE CONTRACTOR SHALL RUN AN 6.

PLANS.IMPROVEMENTS PER THESE

GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING THE PLANS. THE

THE SITE FIELD-RUN SURVEY, GIS DATA AND TREE SURVEY HAVE BEEN INCLUDED IN 5.

ANY DAMAGES TO SUCH PROPERTY. BE RESPONSIBLE FOR

BE DISTURBED BY THE CONSTRUCTION. THE CONTRACTOR SHALL REMAIN AND NOT TO

CARE SHALL BE TAKEN TO PROTECT ANY UTILITIES, TREES, ETC. WHICH ARE TO 4.

AUTHORITY.

REQUIREMENTS AND STANDARDS OF THE GOVERNING SPECIFICATIONS AND THE

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, 3.

SHALL BEAR THE COST OF REPLACING SAME.

REFERENCE POINTS AND HUBS DURING THE CONSTRUCTION OF HIS/HER WORK, AND

THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE DAMAGE OR LOSS OF ANY 2.

EXPENSE.

WORK RESULTING FROM LACK OF VERIFICATION WILL BE AT CONTRACTOR'S SOLE

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

LEVELS, PLAN ELEVATIONS, INVERTS, ETC. BEFORE ORDERING MATERIALS AND

THE CONTRACTOR IS TO CHECK AND VERIFY ALL MEASUREMENTS, DIMENSIONS, 1.

ADJACENT PROPERTIES AS REQUIRED.

PREVENT INJURY OR DAMAGE TO PERSONS OR PROPERTY. APPLY PROTECTIONS TO

PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PROTECTIONS TO

PROVIDE TEMPORARY FENCES, BARRICADES, COVERINGS OR OTHER 25.2.

OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS.

AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR

OR USED FACILITIES WITHOUT PERMISSION FROM CONTRACTING OFFICER AND

DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED 25.1.

INTERFERENCE WITH EXISTING FACILITIES.

CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM 25.

BURNING: DO NOT BURN DEMOLISHED MATERIALS.24.

DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.

GENERAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW 23.

DEMOLITION OPERATIONS AT THE CONTRACTORS COST.

DAMAGES: PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY 22.

EXISTING BEFORE START OF DEMOLITION.

CAUSED BY DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION

CLEAN ADJACENT BUILDINGS AND IMPROVEMENT OF DUST, DIRT, AND DEBRIS 21.

ADJACENT SURFACES AND AREAS.

REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WlLL PREVENT SPILLAGE ON 20.

EXPLOSIVES: USE OF EXPLOSIVES WILL NOT BE PERMITTED.19.

PROTECT EXISTING SlTE IMPROVEMENTS AND APPURTENANCES TO REMAIN.18.2.

AUTHORITIES.

ERECT TEMPORARY PROTECTION, BARRICADES AS PER LOCAL GOVERNING 18.1.

PEOPLE AROUND DEMOLITION AREA.

TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF

CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE 18.

COMPANIES.

SHALL BE HANDLED IN ACCORDANCE WlTH THE REQUIREMENTS OR THE UTILITY

EXCAVATIONS. ACTIVE OR INACTIVE UTILITIES ENCOUNTERED BY THE CONTRACTOR

WERE NOT KNOWN OR SHOWN TO EXIST, SO CAUTION SHALL BE TAKEN IN ALL

THESE EXISTING FACILITIES. UTILITY LlNES MAY BE ENCOUNTERED IN EXCAVATION THAT

EVERY PRECAUTION WHEN WORKING ON OR NEAR THESE AREAS TO AVOID DAMAGE TO

VERIFIED BY CONTRACTOR. VERIFY LOCATION OF EXISTING UTILITIES AND EXERCISE

ALL EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE TO BE 17.2.

THEIR RESPECTIVE UTILITY KILL AND CAP POLICIES.

ARRANGE TO SHUT OFF AND CAP UTILITIES WITH UTILITY COMPANIES AND FOLLOW 17.1.

INDICATED UTILITY SERVICES SERVING THE SITE.

UTILITY REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF 17.

OF ENGINEERS, SAFETY AND HEALTH REQUIREMENTS MANUAL , EM 385-1-1.

GOVERNING AUTHORITIES. THE CONTRACTOR SHALL COMPLY WITH THE US ARMY CORPS

INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO THE GOVERNMENT AND TO

AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING

FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY CONTRACTING OFFICER AND

DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR OPERATING 16.1.

THEM AGAINST DAMAGE THROUGHOUT CONSTRUCTION OPERATIONS.

MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT 16.

STRUCTURAL, ELECTRICAL, OR MECHANICAL CONDITIONS.

IDENTIFY AND ACCURATELY LOCATE UTILITIES AND OTHER SUBSURFACE 15.3.

DATES FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES.15.2.

STARTING AND ENDING DATES FOR EACH ACTIVITY.

DETAILED SEQUENCE OF DEMOLITION AND REMOVAL WORK, INCLUSIVE OF 15.1.

OFFICER INCLUDING THE FOLLOWING:

CONTRACTOR SHALL SCHEDULE DEMOLITION ACTIVITIES WITH THE CONTRACTING 15.

REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

REGULATIONS BEFORE STARTING DEMOLITION. COMPLY WlTH HAULING AND DISPOSAL

REGULATORY REQUIREMENTS: COMPLY WlTH GOVERNING EPA NOTIFICATION 14.

ORIGINAL LOCATIONS.

THROUGHOUT CONSTRUCTION AND THEN CLEANED AND REINSTALLED IN THEIR

OFFICER, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION

AND SOILING THROUGHOUT CONSTRUCTION. WHEN PERMITTED BY THE CONTRACTING

EXISTING TO REMAIN: PROTECT ITEMS INDICATED TO REMAIN AGAINST DAMAGE 13.

REINSTALL ITEMS IN LOCATIONS INDICATED.

AND OTHERWISE PREPARE THEM FOR REUSE; STORE AND PROTECT AGAINST DAMAGE.

REMOVE, REINSTALL, AND RELOCATE: REMOVE ITEMS INDICATED; CLEAN, SERVICE, 12.

BE REINSTALLED, SALVAGED, OR TO REMAIN.

REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO 11.

HAVE BEEN COMPLETED AND VERIFIED IN WRITING.

DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING 10.

PERMITTED.

STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE WlLL NOT BE 9.

OBTAIN APPROVED BORROW SOIL MATERIALS OFF-SITE.8.

GOVERNMENT'S REPRESENTATIVE.

NECESSARY FOR DEMOLITION PURPOSES AND ONLY WITH PRIOR APPROVAL FROM THE

NO TREES ARE TO BE REMOVED AND/OR VEGETATION DISTURBED EXCEPT AS 7.

PERMITS PRIOR TO BEGINNING WORK.

THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND OBTAIN ALL 6.

REPAIRED TO LOCAL STANDARDS AT NO ADDITIONAL COST TO THE GOVERNMENT.

AND STRUCTURES THAT ARE TO REMAIN. CONTRACTOR-CAUSED DAMAGE WILL BE

CONTRACTOR SHALL PROVIDE PROTECTION TO ALL STREETS, TREES, UTILITIES, 5.

THE GOVERNMENT'S REPRESENTATIVE AT NO ADDITIONAL COST.

THAT INTERFERES WITH THE NEW CONSTRUCTION SHALL BE REMOVED AS DIRECTED BY

ALL ITEMS OF CONSTRUCTION REMAINING AND NOT SPECIFICALLY MENTIONED 4.

SURFACES.

SAW CUT IN ORDER TO OBTAIN NEAT LINES AND SMOOTH TRANSITIONS TO NEW

SHALL BE REMOVED TO FULL DEPTH. ALL PAVEMENT, SIDEWALK, AND CURB SHALL BE

ALL PAVEMENT, BASE COURSES, SIDEWALKS, CURBS, ETC., THAT ARE REMOVED 3.

ADDITIONAL COST.

GOVERNMENT'S REP. DISPOSE OF OFF THE GOVERNMENT'S PROPERTY AT NO

BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED BY THE

ALL DEMOLISHED MATERIALS (EXCLUDING FOREIGN ITEMS AS LISTED IN 'GENERAL') 2.

UTILITIES IN PLACE (WHICHEVER IS APPLICABLE).

DISCONNECTING, CAPPING OR SEALING, AND ABANDONING/REMOVING SITE 1.4.

DEMOLITION AND REMOVAL OF SlTE IMPROVEMENTS.1.3.

INJURY DUE TO DEMOLITION WORK.

REQUIRED TO PROTECT THE GOVERNMENT'S PERSONNEL AND GENERAL PUBLIC FROM

PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS 1.2.

AREA PRlOR TO COMMENCING DEMOLITION OPERATIONS (WHEN APPLICABLE).

TRANSFER BENCHMARK CONTROL TO NEW LOCATIONS OUTSIDE THE DISTURBED 1.1.

DEMOLITION INCLUDES THE FOLLOWING WITHIN THE PROPERTY LINES:1.

STANDARDS AND STATE OF TENNESSEE STORMWATER REGULATIONS.

ALL CONSTRUCTION TO COMPLY WITH LOCAL/COUNTY ZONING AND CODES 3.

AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING 2.

PHASE OF CONSTRUCTION.

NOTIFY THE GOVERNMENT AT 50, 95, AND 100 PERCENT COMPLETION OF EVERY 1.

LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN.

ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY

UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY AND

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 2.

BEFORE YOU DIG, CALL 811 TO HAVE EXISTING UTILITIES MARKED.

UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE GOVERNMENT. 1.

PRIOR TO CERTIFICATE OF OCCUPANCY.

THE STORMWATER FACILITIES MAINTENANCE AGREEMENT MUST BE RECORDED 11.

ISSUANCE OF A BUILDING PERMIT.

STORMWATER FACILITIES MAINTENANCE AGREEMENT MUST BE SUBMITTED PRIOR TO

A STORMWATER FACILITIES OPERATION AND MAINTENANCE PLAN AND A 10.

ISSUANCE OF A BUILDING PERMIT.

A STORMWATER FEE CREDIT APPLICATION MUST BE SUBMITTED PRIOR TO THE 9.

ISSUANCE CERTIFICATE OF OCCUPANCY.

MANAGEMENT FACILITIES MUST BE PROVIDED TO THE CITY ENGINEER PRIOR TO

AN ENGINEERS CERTIFICATION OF THE CONSTRUCTION OF THE STORMWATER 8.

THE STREAMBANK PROTECTION VOLUME MUST BE PROVIDED.

FOR TREATMENT OF THE WATER QUALITY VOLUME AND PROVIDES FOR MANAGEMENT OF

A STORMWATER MANAGEMENT PLAN DEMONSTRATING THAT THE SITE PROVIDES 7.

PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS.

A TDOT PERMIT MAY BE REQUIRED. EVIDENCE OF TDOT APPROVAL IS REQUIRED 6.

AVOID DAMAGE TO TRAFFIC SIGNAL DEVICES.

TRANSPORTATION DEPARTMENT PRIOR TO COMMENCEMENT OF WORK IN THIS AREA TO

CONTRACTOR TO COORDINATE WITH THE TRAFFIC ENGINEER IN THE CITY 5.

COMMENCEMENT.

PROVIDED TO THE OFFICE OF THE CITY ENGINEER PRIOR TO CONSTRUCTION

CONSTRUCTION GENERAL PERMIT IS REQUIRED. EVIDENCE OF THIS PERMIT MUST BE

FOR ALL DEVELOPMENTS OF MORE THAT ONE ACRE, A STATE OF TENNESSEE 4.

DISTURBANCE PERMIT.

OF THE CITY ENGINEER FOR REVIEW AND UPON APPROVAL FOR ISSUANCE OF A LAND

SEPARATE LAND DISTURBANCE PERMIT APPLICATION SHALL BE MADE WITH THE OFFICE

LAND DISTURBANCE PERMIT IS REQUIRED SHALL BE MADE BY THE CITY ENGINEER. A

A LAND DISTURBANCE PERMIT MAY BE REQUIRED. DETERMINATION WHETHER A 3.

THEIR REQUIREMENTS AND REQUIRE SEPARATE SIGN PERMITS.

REVIEW BY THE BUILDING AND CODES DEPARTMENT. ALL SIGNAGE MUST CONFORM TO

ALL SIGNAGE, INCLUDING FLAGS AND FLAGPOLES, IS SUBJECT TO INDEPENDENT 2.

"EQUIPMENT," TO BE PROVIDED AT EACH SUCH PROVIDERS' EXPENSE.

INSTALLATION OF CONDUIT, PEDESTALS OR VAULTS, AND LATERALS, REFERRED TO AS

DATES ON WHICH OPEN TRENCHING WILL BE AVAILABLE FOR THE PROVIDERS'

SHALL GIVE ALL PROVIDERS OF CABLE OR VIDEO SERVING THE CITY OF MURFREESBORO

UTILITIES ARE TO BE PLACED UNDERGROUND, THE DEVELOPER OR PROPERTY OWNER

SERVICES ACT, IN CASES OF NEW CONSTRUCTION OR PROPERTY DEVELOPMENT WHERE

IN ACCORDANCE WITH TCA SECTION 7-59-310(b)(1), COMPETITIVE CABLE AND VIDEO 1.

PROPERTY IS FORESTED.

BUFFER LINES ARE SHOWN WHERE PROVIDED BY SURVEYOR OR GIS. ALL USACE

SURVEYED DUE TO THE DENSITY OF THE FORESTED AREA. TREE SYMBOLS AND TREE

SITE SURVEY PROVIDED BY OTHERS. ALL TREES ON SITE HAVE NOT BEEN 12.

DAYS PER STATE PERMITS.

ALL CLEARING SHALL BE LIMITED TO AREAS TO BE GRADED WITHIN 14 CALENDAR 11.

DAMAGES TO TREES DESIGNATED TO REMAIN.

SEE SPECIFICATIONS FOR TREE CLEARING REQUIREMENTS AND PENALTIES FOR 10.

PLANS SHALL BE MADE FOR SMOOTH TRANSITION OF GRADES AROUND ALL TREES.

IDENTIFIED BY THE GOVERNMENT'S REPRESENTATIVE. FIELD CHANGES TO GRADING

CLEARING OPERATIONS; TREES WITHIN GRADING LIMITS TO BE SAVED WILL BE

CLEARING FOR REVIEW BY THE CONTRACTING OFFICER, INC. PRIOR TO BEGINNING

CONTRACTOR TO STAKE TRAIL CENTERLINES (WHEN APPROPRIATE) & LIMITS OF 9.

OPERATIONS.

DEVICES SHALL BE INSTALLED PRIOR TO STARTING CLEARING AND GRUBBING

ALL EROSION CONTROL SEDIMENT BARRIERS, SILT FENCES, AND TREE PROTECTION 8.

GRUBBING LIMITS BEFORE STARTING WORK.

CONTACT ALL UTILITY AUTHORITIES WHO HAVE LINES WITHIN THE CLEARING AND 7.

FEDERAL REGULATIONS.

CLEARING LIMITS AND DISPOSE OFF SITE IN ACCORDANCE WITH LOCAL, STATE, &

REMOVE ALL STUMPS, ROCKS, ASPHALT & CONCRETE DEBRIS, ETC. WITHIN 6.

DO NOT FALL ANY TREES OR PUSH PILES OF DEBRIS AGAINST TREES TO REMAIN. 5.

NO EQUIPMENT SHALL BE STORED UNDER THE DRIP LINE OF TREES TO REMAIN. 4.

HEAVY EQUIPMENT OR USED FOR STORING HEAVY EQUIPMENT OR MATERIALS.

ALL AREAS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE CROSSED BY 3.

INDICATED ON THE PLANS UNLESS OTHERWISE DIRECTED BY CONTRACTING OFFICER.

DO NOT EXCEED CLEARING AND GRUBBING LIMITS OF CONSTRUCTION LINES 2.

REMOVAL CAN BE MINIMIZED BY AN ADJUSTMENT.

DETERMINED BY CONTRACTING OFFICER THAT TREE CLEARING OR SPECIMEN TREE

ACTIVITIES. TRAIL LOCATIONS AND GRADES MAY BE ADJUSTED IN THE FIELD IF

ALL WORK TO BE SURVEYED AND STAKED BY CONTRACTOR PRIOR TO CLEARING 1.

- WELDED WIRE FABRICWWF

- WATER VALVEWV

- WATER SERVICEWS

- WATERW

- VERTICALVERT

- TYPICALTYP.

- TOP OF WALLTW

- TOP OF STEPTS

- TOP OF PAVEMENTTP

- TOP OF FOOTINGTF

- TOP OF CURBTOC

- TOP OF CASTINGTC

- TELEPHONET

- STREETST

- STATIONSTA

- SPECIFICATION(S)SPEC

- SIGNALSIG

- SQYARE YARDSY

- SQUARESQ

- SILT FENCES.F.

- SQUARE FEETSF

- SCHEDULESCH

- SERVICESERV

- RIGHT OF WAYROW

- RADIUSR

- POWER POLEPP

- POINT OF BEGINNINGPOB

- PROPERTY LINEPL

- PERFORATED DRAINPD

- OUTSIDE DIAMETEROD

- ON CENTEROC

- NUMBERNO

- NOT IN CONTRACTNIC

- MILES PER HOURMPH

- MANHOLEMH

- MINIMUMMIN

- MAXIMUMMAX

- LINEAR FEETLF

- LIMITS OF CONSTRUCTIONLOC

- LIMITS OF CLEARANCELC

- JUNCTIONJUNC

- INSIDE DIAMETERID

- HYDRANTHYD

- HEADWALLHW

- HEIGHTHT

- HIGH POINTHP

- GALVANIZEDGALV

- FLOW LINEFL

- FEETFT

- EXISTINGEX

- FIRE HYDRANTFH

SEDIMENT CONTROL

- EROSION, PROTECTION & EPSC

- ELEVATIONELEV

- ELECTRICELEC

- EXPANSION JOINTEJ

- DRIVEDR

- DIAMETERDIA

- CUBIC YARDCY

- CONTINUOUSCONT

- COMPANYCO

- CONTROL JOINTCJ

- CENTERLINECL

- BOTTOM OF WALLBW

- BOTTOM OF STEPBS

- BACKFLOW PREVENTERBFP

- BOTTOM OF CURBBOC

- AT@

- ASPHALTASPH

SHEETS MAY INCLUDE OTHERS.

NOTE: THESE ABBREVIATIONS ARE GENERAL; INDIVIDUAL

- POINT OF VERTICAL INTERSECTIONPVI

- ENDING OF VERTICAL CURVE ELEVATIONEVCE

- ENDING OF VERTICAL CURVE STATIONEVCS

- BEGINNING OF VERTICAL CURVE ELEVATIONBVCE

- BEGINNING OF VERTICAL CURVE STATIONBVCS

DRAINAGE NOTE

12. THE WALKING TRAIL SHALL NOT EXCEED 5%.

THE WALKING TRAIL CROSS SLOPE SHALL NOT EXCEED 2%11.

COUNTY, AND STATE LAND DISTURBANCE PERMITS AS REQUIRED.

ALL GRADING OPERATIONS SHALL BE COMPLETED IN COMPLIANCE OF CITY, 10.

CALENDAR DAYS OF ACHIEVING OPTIMUM SUBGRADE COMPACTION.

GRADING SHALL BE SEQUENCED SO THAT BASE STONE IS PLACED WITHIN 14 9.

ELEVATIONS SHOWN ON THE PLANS IS THE FINISH GRADE ELEVATION. 8.

STANDING WATER.

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

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

QUALIFIED SOILS ENGINEER. SEE SPECIFICATION FOR SOIL COMPACTION RATES.

CONFIRMATION OF ALL COMPACTION REQUIREMENTS SHALL BE CONFIRMED BY A 5.

D698 (STANDARD PROCTOR).

DEPTH OF 12" AND RECOMPACTED TO 98 PERCENT MAXIMUM DRY DENSITY AS PER ASTM

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

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

SOILS ENGINEER.

D698 STANDARD PROCTOR) WILL BE ALLOWED, UNDER THE DIRECTION OF A QUALIFIED

RECOMPACTION OF THESE SOILS TO 98 PERCENT MAXIMUM DRY DENSITY (AS PER ASTM

WHICH ARE SOFT OR UNSTABLE SHALL BE UNDERCUT UNTIL STABLE SOILS ARE FOUND.

MINIMUM WEIGHT OF FIFTEEN TONS PRIOR TO BEGINNING FILL OPERATION. AREAS

FILL AREAS SHALL BE PROOF-ROLLED WITH RUBBER-TIRED EQUIPMENT WITH A 3.

AREAS, COVERED WITH TOPSOIL, AND VEGETATED PER DRAWINGS.

UNSUITABLE SOILS SHALL BE UNIFORMLY SPREAD ACROSS NON-STRUCTURAL FILL 2.

TOPSOIL MATERIAL.

THE GRADING OPERATIONS. EROSION CONTROL MEASURES SHALL PREVENT LOSS OF

DRAINAGE SHALL ROUTE AROUND THESE TOPSOIL STOCKPILES FOR THE DURATION OF

GOVERNMENT'S REPRESENTATIVE AND OUTSIDE AREAS PRONE TO FLOODING.

TOPSOIL SHALL BE STORED ON SITE IN LOCATIONS APPROVED BY THE 1.

SUBGRADE PREPARATION

COMPACTION

FENCE NOTE

LOCATION.

THE CONTRACTOR SHALL COORDINATE WITH COR FOR THE FINAL FENCE 3.

POSTS, NEW 3 WOOD RAIL FENCE, AND ANY NEW APPURTENANCES REQUIRED.

THE CONTRACTOR SHALL CONSTRUCT A NEW 3 RAIL FENCE USING; NEW WOOD 2.

THE PROPOSED ASPHALT WALKING TRAIL BEFORE CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE EXISTING FENCE AROUND 1.

A N

S I

D

WALKING TRAIL

MAX 2 PERCENT SLOPE IS ALLOWED FOR CROSS SLOPES ALONG THE ASPHALT 4.

PERCENT.

WHERE 90 DEGREE TURNS CAN TAKE PLACE, THE MAX. SLOPE IN ALL DIRECTIONS IS 2

AT ALL INTERSECTION OF TRAILS, SIDEWALKS, PLAZAS, AND OTHER INSTANCES 3.

COMPLIANCE OFFICE.

CONTRACTOR TO COORDINATE ALL INSPECTIONS AS REQUIRED BY THE LOCAL ADA 2.

ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES.

1190 AND 1191, ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES;

TRANSPORTATION BARRIERS COMPLIANCE BOARD, FEDERAL REGISTER 36CFR PARTS

THE AMERICANS WITH DISABILITIES ACT ("ADA") AND ARCHITECTURAL AND

ALL CONSTRUCTION ACTIVITIES SHALL BE COMPLETED IN FULL COMPLIANCE WITH 1.

G M

U F

C M

W P -2

-X -X

X X

X

G E

O R

G E M

U K

U

G E

N E

R A

L N

O T

E S

Q5-C0.02

Q -N

M G -C

.0

.d g n

O

R T

H M

U R

F R

E E

S B

O R

O G

R E

E N

W A

Y P

H A

S E I I

R U

T H

E R

F O

R D C

O U

N T

Y

M U

R F

R E

E S

B O

R O T

N

C U

M B

E R

L A

N D R

IV

E R B

A S

IN

S T

O N

E S R

IV

E R E

A S

T F

O R

K N

A S

H V

IL

L E T

N

-3

AT THE DESIGNATED DISPOSAL AREA SELECTED BY THE COR.

SHALL BE HAULED AND USED BY THE CONTRACTOR FOR EMBANKMENT CONSTRUCTION

EFFECTS OF WEATHER AND THE ENVIRONMENT AT ALL TIMES. EXCAVATED MATERIAL

ALL EARTHWORKS SHALL BE PROTECTED BY THE CONTRACTOR FROM THE 3.

THOROUGHLY BLEND, RESHAPE, AND COMPACT THE TOP 6 INCHES OF SUBGRADE.

WHEN MORE THAN ONE SOIL CLASSIFICATION IS PRESENT IN THE SUBGRADE, 2.

DIRECTED BY THE COR.

WITH SATISFACTORY EXCAVATED MATERIAL OR OTHER APPROVED MATERIAL AS

ORGANIC MATERIAL, SOFT OR OTHERWISE UNSATISFACTORY MATERIAL, AND REPLACE

SHAPE SUBGRADE TO THE REQUIRED GRADE AND COMPACTION. REMOVE ALL 1.

CIVIL LEAD.

FINAL TRAIL CENTERLINE ALIGNMENT SHALL BE DETERMINED BY THE COR AND/OR 11.

ARE NOT DRAWN TO SCALE.

DRAINAGE STRUCTURES ARE PLACED TO AVOID CONFLICTS. DRAINAGE STRUCTURES

CONTRACTOR SHALL STAKE PROPOSED PAVING, STRUCTURES, CURBS, ETC. TO ENSURE

DRAINAGE STRUCTURES ARE SHOWN TO INDICATE CASTING TYPE AND LOCATION. 10.

VARIOUS TRADES EXIST.

DEMONSTRATE, TO THE MAXIMUM EXTENT PRACTICAL, THAT NO CONFLICTS BETWEEN

CONTRACTOR SHALL PROVIDE ADEQUATE LAYOUT INFORMATION TO 9.

FOLLOW THIS PROCEDURE WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

VISITS, OR ENGINEERING SERVICES AND FEES, ETC., INCURRED DUE TO THE FAILURE TO

COSTS, INCLUDING BUT NOT LIMITED TO REMEDIAL CONSTRUCTION, ADDITIONAL SITE

ANY LAYOUT DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. ALL ADDITIONAL

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WITHIN 24 HOURS OF 8.

ACTIVITIES.

EXISTING FACILITIES AND PROPOSED FACILITIES PRIOR TO BEGINNING CONSTRUCTION

THE PROJECT. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN

CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING REQUIRED ON 7.

COORDINATES, AND OTHER INFORMATION PROVIDED ON LAYOUT PLANS.

CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR SHALL USE DIMENSION, 6.

AND/OR DISTURBED MONUMENTS, STAKES, ETC.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ALL DAMAGED 5.

WORK LISTED IN THE BID DOCUMENTS.

ALL WORK SHALL BE COMPLETED TO THE LEVEL INDICATED BY THE SCOPE OF 4.

ADVISE THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO ANY LAYOUT WORK.

CONTRACTOR IS TO VERIFY ALL BASE INFORMATION AS NECESSARY AND TO 3.

DIMENSIONS PRIOR TO COMMENCING WORK.

OTHERS. CONTRACTOR SHALL CROSS CHECK BETWEEN COORDINATE LAYOUT AND PLAN

COORDINATE POINTS SHOWN ARE TAKEN FROM BASE INFORMATION PROVIDED BY 2.

ALL LAYOUT MEASUREMENTS ARE TO CENTERLINE UNLESS OTHERWISE NOTED. 1.

APPROVAL BY COR.

12. THE CONTRACTOR SHALL RECOMMENDED FINAL LOCATION OF STORM UTILITES FOR

TOWARDS DRAINAGE DITCHES

THERE SHALL BE A 2% MAXIMUM CROSS SLOPE TO PROVIDE POSTIVE DRAINAGE 11.

OTHERWISE STATED BY THE COR.

ALL EROSION PROTECTION MEASURES SHALL BE BIOGRADABLE UNLESS 10.

AND COVERED.

ALL STORM UTILIES LONGER THEN 40' SHALL BE VIDEO RECORED BEFORE PLACED 9.

IF PROVIDED SIZES ARE NOT ADEQUATE FOR A LOCATION OR NOT AVALIBLE.

CONTRACTOR SHALL WORK WITH THE COR TO DETERMINE FINAL STORM PIPE SIZES 8.

IF POSTIVE DRAINAGE IS NOT EASILY ACHIEVED

STRUCTURES OR EAST FORK STONE RIVER. COORDINATE WITH COR AND/OR CIVIL LEAD

CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE TO OUTLET 7.

LOCATION FOR TRECHES. TYPICAL DETAIL IS LOCATED ON D1.03.

FOR DRAINAGE TRENCHES COORDINATE WITH THE COR FOR FINAL PLACEMENT 6.

RIP RAP IN CROSSING AREA THAT CONTAINS A CULVERT TO PREVENT WASHOUT.

ENSURE PROVISION ARE TAKEN TO PROTECT THE TRAIL FOUNDATION. INSTALL 5.

BY COR AND/OR CIVIL LEAD.

FINAL LOCATION OF STORM WATER UTILITIES SHALL BE DETERMINED IN THE FIELD 4.

TOWARDS EAST FORK STONES RIVER

STORM WATER UTILITIES SHALL BE PLACED TO ALLOW POSITIVE DRAINAGE 3.

STORM UTILITIES ARE USED TO ROUTE WATER

ENSURE THAT ANY NATURAL DRAINAGE SWALES ARE ACCOUNTED FOR AND 2.

UTILITIES ARE REQUIRED.

CONTRACTOR AND CONTRACTING OFFICER SHALL COORDINATE IF MORE STORM 1.

THE NEXT SUCCESSIVE LAYER IS PLACED.

EACH LAYER SHALL BE VERIFIED AS COMPACTED BY THE COR BEFORE MATERIAL FOR

COMPACTING MATERIAL AS REQUIRED TO ACHIEVE COMPACTION. THE COMPACTION OF

BY LOOSENING THE MATERIAL AT THOSE PLACES AND ADDING, REMOVING, AND

ANY IRREGULARITIES THAT DEVELOP SHALL BE CORRECTED BY THE CONTRACTOR 10.

OFFICER A MINIMUM OF THREE (3) DAYS PRIOR TO PROOF ROLLING.

DEGRADATION OF AN OTHERWISE ACCEPTABLE SUBGRADE, NOTIFY THE CONTRACTING

CONDITIONS RESULTING FROM ENVIRONMENTAL FACTORS) WHICH WOULD PROMOTE

FINISH PROOF ROLLING ON AN EXPOSED SURFACE FREE OF WATER (WET 9.

THE PRESENCE OF THE COR.

SUBGRADE AND DISPOSAL EMBANKMENT MATERIAL BY MEANS OF PROOF ROLLING IN

THE CONTRACTOR MAY VERIFY COMPACTION OF ASPHALT WALKING TRAIL 8.

HAND OPERATED COMPACTION EQUIPMENT.

SHALL BE COMPACTED MANUALLY WITH PLATE COMPACTORS OR OTHER COR APPROVED

AREAS NOT ACCESSIBLE WITH LARGE SELF-PROPELLED COMPACTION EQUIPMENT 7.

DIRECTED BY THE COR.

CONTRACTOR AT LEAST ONCE EVERY 5,000 LF OF COMPACTED MATERIAL LIFT AND AS

DENSITIES SHALL BE VERIFIED WITH SAND-CONE TESTING PER ASTM D1556 BY THE 6.

AND AS DIRECTED BY THE COR.

MOISTURE CONTENT AND IN PLACE DENSITY OF EVERY COMPACTED MATERIAL LIFT 5.

DETERMINED IN THE LAB BY ASTM D2216.

SUBGRADE MATERIAL WITHIN +/- 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS

CONTRACTOR SHALL MAINTAIN THE MOISTURE CONTENT OF EMBANKMENT AND 4.

THICKNESS. LIFTS SHALL BE COMPACTED TO 98 PERCENT°MAXIMUM DRY DENSITY (MDD).

PLACED IN, AND COMPACTED INTO, LIFTS NOT TO EXCEED 6 INCH COMPACTED

EXCAVATED MATERIAL FOR SIDE SLOPE EMBANKMENT CONSTRUCTION SHALL BE 3.

LABORATORY MAXIMUM DRY DENSITY (MDD).

ASPHALT WALKING TRAIL SUBGRADE SHALL BE COMPACTED TO 98 PERCENT OF 2.

RELEVANT AND CURRENT ASTM STANDARDS.

MOISTURE, AND MAXIMUM DRY DENSITY (MDD) TESTING IN ACCORDANCE WITH ALL

FOR; SOIL CLASSIFICATION, GRADATION, IN SITU MOISTURE CONTENT, OPTIMUM

WALKING TRAIL SUBGRADE SHALL BE SAMPLED AND TAKEN TO A COR APPROVED LAB

REPRESENTATIVE SOIL SAMPLES FROM EXCAVATED MATERIAL FOR ASPHALT 1.

B E

N J

A M

IN

L

R O

H R

B A

C H P .E

W P -2

-B -0

N .T .S

/2

/2

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D

C

A

B

1 2 3 4 5

®of Engineers

US Army Corps

Nashville District of Engineers

US Army Corps

P lo t T im e

P lo t

D a te

F il e N a m e

:3

:2

A

M

/2

/2 c u s e rs \h e c e g m u \d o c u m e n ts \p w \c e lr n \d m s \Q

-N

M G -C

.0

.d g

AMENDMENT

0+00

1+0

2+00

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D

C

A

B

1 2 3 4 5

®of Engineers

US Army Corps

Nashville District of Engineers

US Army Corps

P lo t T im e

P lo t

D a te

F il e N a m e

:3

:4

A

M

/2

/2 c u s e rs \h e c e g m u \d o c u m e n ts \p w \c e lr n \d m s \Q

-N

M G -C

.0

.d g n

AMENDMENT

.6

H

W

C

P P

.0

H

W

C

P P

.4

H

W

C

P

.8

H

W

C

P

530530

S H

V

IL

L E D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

SCALE IN FEET

050 50 100

FLOW

LINE

FLOOD

100 YEAR

EAST FORK STONES RIVER

TRAIL

EQUESTRIAN

EXISITING

TRAIL

WALKING

ASPHALT

EXISTING

45,900 SF +/-

SAGING/LAYDOWN AREA

PROPOSED

A N

S I

D

Q5-C0.04

W P -2

-X -X

X X

X

W P -2

-B -0

C U

M B

E R

L A

N D R

IV

E R B

A S

IN

Q -N

M G -C

.0

.d g n

WATER DEPARTMENT

TO CITY OF MURFESSOBORO

ACCESS POINT

N A

S H

V

IL

L E T

N

-3

G M

U F

C M

G E

O R

G E M

U K

U

T

O N

E S R

IV

E R E

A S

T F

O R

K

R U

T H

E R

F O

R D C

O U

N T

Y

M U

R F

R E

E S

B O

R O T

N

L A

Y D

O W

N A

R E

A

UTILITIES

STORM

PROPOSED

UTILITIES

STORM

PROPOSED

WALKING TRAIL

PROPOSED

LINE

PROPERTY

/2

/2

B E

N J

A M

IN

L

R O

H R

B A

C H P .E

N O

R T

H M

U R

F R

E E

S B

O R

O G

R E

E N

W A

Y P

H A

S E I I

FOR PUBLIC USE

12' MIN DRIVE AISE

REMAIN OPEN

PUBLIC PARKING TO

THEY ARE WORKING.

SYSTEM UPON REQUEST OF THE CONTRACTOR WHILE

THE CITY WILL CLOSE THAT PORTION OF THE TRAIL

CONTRACTOR IS OPERATING IN ITS IMMEDIATE VICINITY.

OPEN THROUGH CONSTRUCTION UNLESS THE

ALREADY BEEN COMPLETED. THIS TRAIL WILL REMAIN

ALONG THE PARKING LOT AND PHASE I TRAIL WHICH HAS

CONSTRUCTION. THE CITY WILL BE PLACING THE FENCING

GUIDANCE FENCING TO CLOSE OFF AREAS DURING

REPRESENTATIVES TO PLACE DOWN PEDESTRIAN

MURFREESBORO PARKS DEPARTMENT

CONTRACTOR WILL COORDINATE WITH THE CITY OF

AISLE SHALL REMAIN OPEN FOR PUBLIC USE. THE

CONTROL PLAN FOR COR APPROVAL. 12’ MIN WIDE DRIVE

PUBLIC. CONTRACTOR SHALL COORDINATE A TRAFFIC

EXISTING PARKING LOT SHALL REMAIN OPEN TO THE 11.

CONSTRUCTION.

BARRIER PLAN FOR COR APPROVAL PRIOR TO

PROPOSED SAFE CONSTRUCTION SITE AND ROADWAY

ADDITIONAL COST TO THE GOVERNMENT. SUBMIT A

SAFETY, THE CONTRACTOR SHALL SUPPLY THEM AT NO

ADDITIONAL BARRIERS ARE REQUIRED FOR PUBLIC

REQUIREMENTS. IF THE COR DETERMINES THAT

TDOT STANDARD SPECIFICATIONS, EM385-1-1, AND OSHA

SHALL BE IN KEEPING WITH LATEST VERSIONS OF MUTCD,

FROM ENTERING THE CONSTRUCTION SITE. BARRIERS

SO AS TO PREVENT VEHICLE AND PEDESTRIAN TRAFFIC

CONSTRUCTION BARRIERS AND/OR SAFETY PERSONNEL

PROVIDE NECESSARY ROADWAY, SAFETY AND 10.

IMPACT TO THE SITE.

TO PROTECT EXISTING STRUCTURES AND MINIMIZE

FINAL ACCEPTANCE. USE BEST MANAGEMENT PRACTICES

RETURNED TO THEIR ORIGINAL CONDITION PRIOR TO

IMPACTED BY CONSTRUCTION EFFORTS SHALL BE

SPECIFICATIONS, ANY EXISTING STRUCTURES THAT ARE

UNLESS OTHERWISE NOTED IN THE PLANS OR 9.

OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

WITHIN THE PROJECT WORKING LIMITS UNLESS

CONTRACTOR STAGING AREAS SHALL BE LOCATED 8.

PERIOD.

CONTROL IS NEEDED DURING THE CONSTRUCTION

WHEREIT IS EVIDENT THAT EROSION OR SEDIMENT

MANAGEMENT PRACTICES (BMPS) ARE REQUIRED

AT A MINIMUM, EROSION CONTROL BEST 7.

THE CONSTRUCTION PERIOD.

EARTHWORKAND SHALL BE MAINTAINED THROUGHOUT

SHALL BE INSTALLED PRIOR TO COMMENCING

ALL NECESSARYEROSION CONTROL MEASURES 6.

MANUALEM 385-1-1.

ACCORDANCE WITH THE CORPS OF ENGINEER'S SAFETY

ADDITIONALLY, ALL WORK SHALL BE PERFORMED IN

ADMINISTRATION (OSHA) REGULATIONS.

THAT CONFORM TO OCCUPATIONALSAFETY AND HEALTH

CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES 5.

ETC. DUE TO DAMAGE BY CONSTRUCTION ACTIVITIES.

NEEDED TO THE STREETS, PARKING AREAS, UTILITIES,

CONTRACTOR IS ALSO RESPONSIBLE FOR ANY REPAIRS

EQUIPMENT AND TOOLS NEEDED TO CLEAN ROADS. THE

CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE

CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. THE

CONTRACTOR SHALL KEEP ALL ROADS CLEAN OF 4.

CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

DISCREPANCIES AND FINAL CONFIGURATIONS WITH THE

PRIOR TO BEGINNING CONSTRUCTION. COORDINATE

RESPECT TO EXISTING UTILITIES AND SITE FEATURES

FIELD VERIFY ALL PROPOSED SITE DEVELOPMENT WITH

DURING SURVEY OPERATIONS. THE CONTRACTOR SHALL

WITHIN THE ANTICIPATED EXCAVATION FOOTPRINT

NO UTILTIES WERE ENCOUNTERED OR DISCOVERED 3.

THE IMAGERY WAS CAPTURED IN OCTOBER 2016.

FROM GOOGLE EARTH. ACCORDING TO THE SOFTWARE,

IMAGERY WAS IMPORTED INTO MICROSTATION 2.

AWARD.

AVAILABLE TO THE CONTRACTOR UPON CONTRACT

SURVEY, AND TERRAIN MODEL FILES SHALL BE MADE

SURVEY FEET. VERTICAL DATUM IS NAVD 88. CAD,

ARE BASED ON NAD 83 TENNESSEE STATE PLANE US

COORDINATE AZMUTHS AND DISTANCES SHOWN 1.

GENERAL NOTES:

S H

V

IL

L E D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

W P -2

-B -0

G M

U F

C M

S T

O N

E S R

IV

E R E

A S

T F

O R

K

R U

T H

E R

F O

R D C

O U

N T

Y

M U

R F

R E

E S

B O

R O T

N

C U

M B

E R

L A

N D R

IV

E R B

A S

IN

W P -2

-X -X

X X

X

G E

O R

G E M

U K

U

S

IT

E D

E T

A

IL

" 4

10' WIDE ASPHALT TRAIL

UPPER SLOPES

EXISTING GRADE

PER SPEC)

SLOPE AND SEED

(BACKFILL SIDE

FINISH GRADE

PROPOSED GRADE

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

ADEQUATE DRAINAGE.

TO PROVIDE FOR

OTHERWISE INDICATED

SLOPE 2%, TYP. UNLESS

BITUMINOUS EMULSION PRIME COAT

MIN WIDTH 2'

1:1 MAX

SIDE SLOPE

Q -N

M G -D

.0

.d g n

Q5-D1.01

N A

S H

V

IL

L E T

N

-3

SEE DETAIL D1.03

MIN DEPTH 1'

MIN WIDTH 1'

TYP.

GRASSED SWALE

WOVEN GEOTEXTILE FILTER FABRIC, TYP.

COMPACT SUBGRADE

SURFACE COURSE

2" HOT MIX ASPHALT

AFTER COMPACTION*

*TO BE WELL GRADED THAT IS NOT PRONE VOIDS

AGGREGATE BASE COURSE

PROPOSED SURFACE

AGGREGATE FILL

LARGE EXISTING ROCK

0 5 10 15 20 25

LARGE EXISTING ROCK

N .T .S

MAX

SLOPE

5% T

O

COMPLY WIT

H ADA REQUIREMENTS

18" THICKNESS

75% BY WEIGHT SHALL BE AT LEAST 11" SIZE

9" TO 12" DIAMETER

TO FILL VOIDS

ROCK FILL CLASS III STONE

COMPLIANT.

ENSURE THE FINISH ASPHALT SLOPE IS ADA

3. THIS DETAIL IS FOR TRAIL WIDTH ADDTION.

TRAIL TO BE PLACED AT THE TOP.

AND COMPACTED TO ALLOW AN ASPHALT

AGGERGATE FILL SHALL BE PLACED ON TOP

NEW LEVEL SURFACE SHOWN IN THE DETAIL

CREATE A LEVEL SURFACE. ON TOP OF THE

PLACED BETWEEN EXISITING ROCKS TO

LARGE STONES ROUGHLY SHALL BE 2.

APPLYING ROCK FILL.

COR AND/OR CIVIL DESIGNER BEFORE

CONTRACTOR SHALL COORIDINATE WITH 1.

ROCK FILL DETAIL NOTES :

LOWER SLOPES

B E

N J

A M

IN

L

R O

H R

B A

C H P .E

/2

/2

N O

R T

H M

U R

F R

E E

S B

O R

O G

R E

E N

W A

Y P

H A

S E I I

DETAIL NTS

TYPICAL ASPHALT WALKING TRAIL SECTION

DETAIL N.T.S.

TYPICAL ROCK FILL PROFILE

DETAIL IS NTS

TYP 10' WIDE ASPHALT SECTION

COR.

LARGE FOR CHIPPING UNLESS DIRECTED OTHERWISE BY

RESPONISBLE FOR ANY HAULING OF TREE STUMPS TOO

OF DISPOSAL OF CHIPPED TREES. THE CONTRACTOR IS

CLEARED TREES. COORDINATE WITH COR FOR LOCATION

COORDINATE WITH COR FOR LOCATION OF CHIPPING 9.

SEED HAS AN ORGANIC BASE TO ESTABLISH ITSELF.

AND BACKFILL SEEDING AREAS WITH TOPSOIL TO ENSURE

CONTRACTOR IS ENCOURAGED TO OVER-EXCAVATE 8.

PROPOSED WALKING TRAIL.

REMOVE ANY FENCE AND DEBRIS IN PASS OF THE 7.

TRAIL.

ASPHALT TRAIL AND 2' ON EACH SIDE OF THE ASPHALT

FOR THE ASPHALT TRAIL IS ROUGHLY 14'. 10' FOR THE

TARGET WIDTH FOR CLEARING FIBROUSE PLANTS 6.

CONVEYED TO CULVERT CROSSINGS

RUNOFF IS DIVERTED BY SWALES AND THE WATER IS

SHAPING AND GRADING SWALES SUCH THAT SURFACE

TRAIL. THAT THE CONSTRACTOR IS RESPONSIBLE FOR

ORDER TO PREVENT WATER FROM FLOWING ACROSS THE

CULVERT CROSSINGS ON THE UPHILL SIDE OF THE TRAIL IN

SURFACE RUNOFF TO BE DIVERTED BY SWALES TO 5.

ACCEPTED.

TRANSITION. NO ABRUPT CHANGES IN GRADE WILL BE

SLOPES. TIE INTO EXISTING GRADE WITH AN EVEN

SIDE SLOPES SHALL NOT EXCEED 1:1 CUT AND 1:1 FILL 4.

FESCUE) AT A RATE OF 4 LBS PER 1,000 SF.

SHALL BE SEEDED WITH FESTUCA RUBRA (CREEPING RED

ALL DISTURBED AREAS. DISTURBED AREAS ALONG TRAIL

SEEDING AND MULCHING OPERATIONS SHALL COVER 3.

GOVERNMENT.

IMMEDIATELY REPAIRED AT NO EXTRA COST TO THE

SURFACE OR EDGES. ANY DAMAGED AREAS SHALL BE

MANNER THAT SHALL NOT CAUSE DAMAGE TO THE TRAIL

TRAIL "DRESS-OUT" SHALL BE CONDUCTED IN A 2.

BRICKS, BOULDERS, OR OTHER CONSTRUCTION DEBRIS.

GRADE AS SHOWN. BACKFILLED EDGES SHALL BE FREE OF

TRAIL EDGES SHALL BE "DRESS-OUT" TO AN EVEN 1.

TYPICAL SECTION DETAIL NOTES :

1V:3H

GREATER THAN

ON ALL SLOPES

JUTE TYPE MATTING

BIODEGRADEABLE

INSTALL

1V:3H

GREATER THAN

SLOPES

MATTING ON ALL

JUTE TYPE

BIODEGRADEABLE

INSTALL A

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D

C

A

B

1 2 3 4 5

®of Engineers

US Army Corps

Nashville District of Engineers

US Army Corps

P lo t T im e

P lo t

D a te

F il e N a m e

:3

:4

A

M

/2

/2 c u s e rs \h e c e g m u \d o c u m e n ts \p w \c e lr n \d m s \Q

-N

M G -D

.0

.d g

S H

V

IL

L E D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

X-ING

TRAIL

S T

O N

E S R

IV

E R E

A S

T F

O R

K

C U

M B

E R

L A

N D R

IV

E R B

A S

IN

A

W2-1 18"X18" W11-15 18"X18"W11-15P 18"X12" W2-2 18"X18"

PLAN VIEW

ALL SIGN TO BE MOUNTED ON REGULATORY

SIGN POST, SEE DETAIL

DETAIL IS NTS

Q -N

M G -D

.0

.d g n

N A

S H

V

IL

L E T

N

-3

A N

S I

D

W P -2

-B -0

G M

U F

C M

R U

T H

E R

F O

R D C

O U

N T

Y

M U

R F

R E

E S

B O

R O T

N W

P -2

-X -X

X X

X

G E

O R

G E M

U K

U

S

IT

E D

E T

A

IL

S

Q5-D1.02

N .T .S

SELECTED BY CONTRACTING OFFICER.

RECOMMENDATIONS OR APPROVED EQUAL. COLOR TO BE

FENCE AND SIDING STAIN PER MANUFACTURER'S

STAIN ALL FENCE SURFACES W/ OLYMPIC DECK, 8.

STRUCTURES.

ADJUST FENCE POST LOCATION TO AVOID DRAINAGE 7.

VISIBLE FROM TRAIL.

STAPLES ON BACK SIDE OF RAILS. STAPLES SHALL NOT BE

SPACING, MAX. ATTACH WIRE MESH WITH FENCING

USE WELDED WIRE FENCE, 6 GAUGE, 2"X4" MESH 6.

CORNER POST.

AN EXTRA 2X6, BRACED DIAGONALLY FROM TOP OF

CONTRACTOR TO REINFORCE ALL CORNERS WITH 5.

POSTS.USE FOUR SCREWS PER JUNCTION.

2X6 CROSS BRACE TO ABUT SQUARELY AT 4.

BURIAL IN SOME AREAS.

FENCING ABOUT 42" HT. SIDE SLOPES MAY REQUIRE 3'-4"

CONTRACTOR TO USE 8'-0" POSTS FOR ESTIMATING 3.

LOCATION OF ALL FENCING.

CONTRACTOR TO REFER TO LAYOUT SHEETS FOR 2.

CONTRACTING OFFICER'S APPROVAL.

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR 1.

THREE RAIL FENCE DETAIL NOTES:

BUILT CONFORMING TO THOSE STANDARDS.

EDITION) NUMBERING AND SIZING SYSTEM AND SHALL BE

UNIFORM TRAFFIC CONTROL DEVICES - MILLENNIUM

ALL SIGNS TO MEET THE MUTCD (MANUAL OF 2.

RAINBOW SIGNS OR APPROVED EQUIVALENT.

ALL ALUMINUM SIGNS ARE TO BE MANUFACTURED BY 1.

TYPICAL SIGN NOTES

8 FT O.C.

TRAIL

ASPHALT

PROPOSED

TRAIL

EQUESTRAIN

EXISITING

1in

2in

1' 2"

1' 4"

1' 4"

2'

1' 2"

1' 4"

1' 4"

4' 6"

AND RAIL

FENCING BETWEEN POST

ATTACH WIRE MESH

WELDED WIRE FENCE;

12.5 GAUGE, 2X4" MESH

FABRIC TIGHT

NECESSARY TO KEEP

TO RAILS AS

STAPLE WIRE FENCING

POST (TYP.)

TREATED WOOD

6X6" PRESSURE

FOOTING BELOW, TYP.

1X6" PTP FASCIA BOARD, TYP.

(4 PER BOARD, TYP.)

THROUGH FASCIA BOARD

MEET AT POST; SECURE

SCREWS WHERE BOARDS

3" GALVANIZED WOOD

4X4" PRESSURE TREATED WOOD POST (TYP.)

BETWEEN POST AND RAIL

ATTACH WIRE MESH FENCING

WELDED WIRE FENCE;

12.5 GAUGE, 2X4" MESH

(4 PER BOARD, TYP.)

THROUGH FASCIA BOARD

SCREWS TO SECURE

GALVANIZED WOOD

ATTACH RAILS WITH 3"

CONCRETE FOOTING, SLOPE TO DRAIN

TYP.

SUBGRADE,

COMPACTED

AGGREGATE BASE COURSE

FINISH GRADE

WITH TOP OF POST

WOOD RAIL (TYP.); MOUNT FLUSH

16', 2X6" PRESSURE TREATED

1X4" PTP FASCIA BOARD

PEDESTRIAN TRAIL

2 FT MIN.

10 FT ASPHALT WALKING TRAIL WIDTH

4'

WITH TOP OF POST

(TYP.); MOUNT FLUSH

TREATED WOOD RAIL

16', 2X6" PRESSURE

SUBGRADE, TYP.

COMPACTED

FLUSH WITH RAIL

POST (TYP.)

TREATED WOOD

4X4" PRESSURE

TYP SIGN POST

TYP SIGN POST

TOP TO DRAIN

SLOPE EXPOSED

FOOTING; SLIGHTLY

10" DIAMETER

CONCRETE

M

IN

N O

R T

H M

U R

F R

E E

S B

O R

O G

R E

E N

W A

Y P

H A

S E I I

B E

N J

A M

IN

L

R O

H R

B A

C H P .E

/2

/2

DETAIL IS NTS

3 RAIL SQUARE FENCE

DETAIL IS NTS

3 RAIL SQUARE FENCE SECTION A

DETAIL IS NTS

REGULATOR AND INFORMATIONAL SIGN SCHEDULE

DETAIL IS NTS

TYPICAL 3-RAIL SQUARE-RAIL FENCE

10" DIAMETER

10" DIAMETER

W11-7 18"X18"

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D

C

A

B

1 2 3 4 5

®of Engineers

US Army Corps

Nashville District of Engineers

US Army Corps

P lo t T im e

P lo t

D a te

F il e N a m e

:3

:0

A

M

/2

/2 c u s e rs \h e c e g m u \d o c u m e n ts \p w \c e lr n \d m s \Q

-N

M G -D

.0

.d g

S H

V

IL

L E D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

12" MIN

ASPHALT WALKING TRAIL

DIRECT UPSLOPE SWALE TO CULVERT CROSSING

TO CULVERT CROSSING

DIRECT UPSLOPE SWALE

CONCRETE HEADWALL

TRAIL TYPE.

TRAIL CROSS SECTION PER

MAX 1:1 SIDE SLOPE

MIN 1% SLOPE

RIPRAP OUTLET

PROTECTION

CHANNEL

WIDTH OF RECEIVING

VARIES

RIPRAP APRON WIDTH

A N

S I

D

G M

U F

C M

G E

O R

G E M

U K

U

W P -2

-B -0

S T

O N

E S R

IV

E R E

A S

T F

O R

K

R U

T H

E R

F O

R D C

O U

N T

Y

M U

R F

R E

E S

B O

R O T

N

C U

M B

E R

L A

N D R

IV

E R B

A S

IN

W P -2

-X -X

X X

X

N .T .S

S

IT

E D

E T

A

IL

S

PROTECTION

RIPRAP UPSTREAM

N A

S H

V

IL

L E T

N

-3

Q -N

M G -D

.0

.d g n

Q5-D1.03

FILL

COMPACTED

SUBGRADE

COMPACTED

EXISTING GROUND

1 FT MIN DEPTH

1 FT MIN WIDTH

34.8727.52530

27222024

15.7515.51418

13.5111012

Da (in) Wa(ft)La(ft)RCP SIZE ( IN)

RECOMMENDED RIP RAP AREA AND DEPTH

(SEE DETAIL BELOW)

PROTECTION

RIPRAP UPSTREAM AND DOWNSTREAM

PLAN VIEW

SECTION A

STORM UTILITY PIPE CHART

FULL DEPTH INSERTION OF THE PIPE IS EXECUTED.

UPDSTREAM END TREATMENT BE SPIGGOTED OR THAT A

THE END TREATMENTS REQUIRING EITHER THE 3.

LOCATION FOR APPROVAL BY COR.

THE CONTRACTOR SHALL RECOMMENDED FINAL 2.

TELL THE FULL STORY OF THE SITE.

FIELD VERFIED. THE PLAN SET USES LIDAR AND MAY NOT

THE STORM UTLITIES INVERT ELEVATIONS SHOULD BE 1.

STORM UTILITY NOTE:

/2

/2

N O

R T

H M

U R

F R

E E

S B

O R

O G

R E

E N

W A

Y P

H A

S E I I

B E

N J

A M

IN

L

R O

H R

B A

C H P .E

PROTECTION DETAIL

RIPRAP UPSTREAM AND DOWNSTREAM

DITCH DETAIL

TYPICAL DRAINAGE

THAN 1V:3H

SLOPES GREATER

MATTING ON ALL

JUTE TYPE

BIODEGRADEABLE

INSTALL

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D

C

A

B

1 2 3 4 5

®of Engineers

US Army Corps

Nashville District of Engineers

US Army Corps

P lo t T im e

P lo t

D a te

F il e N a m e

:3

:2

A

M

/2

/2 c u s e rs \h e c e g m u \d o c u m e n ts \p w \c e lr n \d m s \Q

-N

M G -D

.0

.d g

IS

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D

C

A

B

1 2 3 4 5

®of Engineers

US Army Corps

Nashville District of Engineers

US Army Corps

P lo t T im e

P lo t

D a te

F il e N a m e

:3

:3

A

M

/2

/2 c u s e rs \h e c e g m u \d o c u m e n ts \p w \c e lr n \d m s \Q

-N

M G -D

.0

.d g

N

S I

D

SCALE IN FEET

010 10 20

G E

O R

G E M

U K

U

W P -2

-B -0

G M

U F

C M

S T

O N

E S R

IV

E R E

A S

T F

O R

K

R U

T H

E R

F O

R D C

O U

N T

Y

M U

R F

R E

E S

B O

R O T

N

C U

M B

E R

L A

N D R

IV

E R B

A S

IN

W P -2

-X -X

X X

X

17.75R '

SEE D1.05

TRASH CAN (TYP)

EQUESTRIAN TRAIL

CONNECT TO MAIN

S

IT

E D

E T

A

IL

S

D1.02

FENCE

3 RAIL WOOD

TRAIL

ASPHALT

MAIN

CONNECT TO

D1.05

RIBBON CURB

SEE D1.05

TRASH CAN (TYP)

SEE D1.05

6' BENCH (TYP)

(TYP)

GRAVEL OVERLOOK

SEE D1.05

6' BENCH (TYP.)

SEE D1.05

(TYP.)

HORSE HITCH RAIL

(TYP)

GRAVEL PAVEMENT

SEE D1.05

TRASH CAN (TYP)

(TYP)

GRAVEL PAVEMENT

D1.02

3 RAIL WOOD FENCE

40.78ft

3 RAIL WOOD FENCE

TRAIL

EQUESTRIAN

EXISITING

WALKING TRAIL

PROPOSED ASPHALT

LEGEND

D1.02

3 RAIL WOOD FENCE

GATE

FENCE

TYP 3 RAIL

D1.02

FENCE

3 RAIL WOOD

SEE D1.05

TRASH CAN (TYP)

Q -N

M G -D

.0

.d g n

Q5-D1.04

5% IN ANY DIRECTION

SLOPES DO NOT EXCEED

ENSURE THE 2.

FORK STONES RIVER.

TOWARDS THE EAST

POSITIVE DRAINAGE

ENSURE THERE IS 1.

NOTE:

SEE D1.05

PICNIC TABLE (TYP)

OVERLOOK DETAIL WAYSIDE DETAIL

/2

/2

N O

R T

H M

U R

F R

E E

S B

O R

O G

R E

E N

W A

Y P

H A

S E I I

B E

N J

A M

IN

L

R O

H R

B A

C H P .E

N A

S H

V

IL

L E T

N

-3

N A

S H

V

IL

L E D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

PAVEMENT (TYP)

#10 AGGREGATE

PAVEMENT (TYP)

#10 AGGREGATE

COMPACTION*

NOT PRONE VOIDS AFTER

*TO BE WELL GRADED THAT IS

AGGREGATE BASE COURSE

" 4

COMPACT SUBGRADE

FILTER FABRIC, TYP.

WOVEN GEOTEXTILE

10# AGGREGATE STONE

DETAIL IS NTS

DETAIL FOR OVERLOOK AND WAYSIDE

TYP AGGREGATE SURFACE SECTION

D1.05

RIBBON CURB

D1.05

RIBBON CURB

IS

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D

C

A

B

1 2 3 4 5

®of Engineers

US Army Corps

Nashville District of Engineers

US Army Corps

P lo t T im e

P lo t

D a te

F il e N a m e

:3

:5

A

M

/2

/2 c u s e rs \h e c e g m u \d o c u m e n ts \p w \c e lr n \d m s \Q

-N

M G -D

.0

.d g

S H

V

IL

L E D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

EQUAL.

SITE FURNITURE, OR APPROVED

POWDER COATED BLACK TO MATCH

ALL EXPOSED ITEMS SHALL BE 2.

ORDERING FINAL MATERIALS.

SHOP DRAWINGS PRIOR TO

SHALL PROVIDE MANUFACTURER'S

REFERENCE ONLY. CONTRACTOR

DETAIL PROVIDED FOR BID 1.

NOTES:

SITE FURNITURE, OR APPROVED EQUAL.

ALL EXPOSED ITEMS SHALL BE POWDER COATED BLACK TO MATCH 2.

MATERIALS.

PROVIDE MANUFACTURER'S SHOP DRAWINGS PRIOR TO ORDERING FINAL

DETAIL PROVIDED FOR BID REFERENCE ONLY. CONTRACTOR SHALL 1.

NOTES:

APPROVED EQUAL.

COATED BLACK TO MATCH SITE FURNITURE, OR

ALL EXPOSED ITEMS SHALL BE POWDER 2.

MATERIALS.

SHOP DRAWINGS PRIOR TO ORDERING FINAL

CONTRACTOR SHALL PROVIDE MANUFACTURER'S

DETAIL PROVIDED FOR BID REFERENCE ONLY. 1.

NOTES:

OPENING

STL. COVER

14 GA. SPUN

STL. PLATE

3/8" THK.

STL. PICKETS

1/2" X 1"

CASTING

X 3/4" THK.

4 1/4" O.D.

STL. PLATE

3/8" THK.

LINER

GALV.

31 GAL.

STL. PLATE

3/8" THK.

BTN. SKT. HD. LAG

5/16" X 1 1/2" S.STL.

STL. ANGLE

2" X 2" X 1/4"

SLATS

2" X 4" ( NOM. )

CAP SCR.

S.STL. FLAT HD.

1/2" X 2 1/2"

CAST LEG

DUMOR INC.

HOLES

STL. BAR

1/4" X 1 1/2"

STL. PIPE

3/4" SCH. 40

6. ENSURE TO USE SAME 6' BENCH AS PHASE 1

5. CUSTOM LETTERING AVAILABLE FOR RECESSED SIDE PANELS (37 SPACES TOTAL).

4. 1/2" X 3 3/4" PLTD. EXPANSION ANCHOR BOLTS PROVIDED.

OPTIONS).

3. ALL STL. MEMBERS COATED W/ ZINC RICH EPOXY THEN FINISHED W/ POLYESTER COATING (SEE COLOR

2. DO NOT SCALE DRAWINGS.

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

NOTES:

G E

O R

G E M

U K

U

W P -2

-B -0

G M

U F

C M

S T

O N

E S R

IV

E R E

A S

T F

O R

K

R U

T H

E R

F O

R D C

O U

N T

Y

M U

R F

R E

E S

B O

R O T

N

C U

M B

E R

L A

N D R

IV

E R B

A S

IN

W P -2

-X -X

X X

X

A N

S I

D

SURFACE MOUNT

6. ENSURE TO USE SAME GARBAGE CANS AS PHASE 1

5. ALL WOOD MEMBERS TREATED W/ CLEAR PRESERVATIVE.

4. 1/2" X 3 3/4" PLTD. EXPANSION ANCHOR BOLTS PROVIDED.

COATING (SEE COLOR OPTIONS).FINISHED W/ POLYESTER

3. ALL STL. MEMBERS COATED W/ ZINC RICH EPOXY THEN

2. DO NOT SCALE DRAWINGS.

MANUFACTURER'S REQUIREMENTS.

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

NOTES:

CONCRETE

CURB AT LAWN AREAS, TYP.

FINISH GRADE SET 1/2" BELOW

TOPSOIL BACKFILL

ADJACENT SURFACE (VARIES)

APPROVED EQUAL.

COATED BLACK TO MATCH SITE FURNITURE, OR

ALL EXPOSED ITEMS SHALL BE POWDER 2.

ORDERING FINAL MATERIALS.

MANUFACTURER'S SHOP DRAWINGS PRIOR TO

CONTRACTOR SHALL PROVIDE

DETAIL PROVIDED FOR BID REFERENCE ONLY. 1.

NOTES:

S

IT

E D

E T

A

IL

S

N A

S H

V

IL

L E T

N

-3

Q -N

M G -D

.0

.d g n

Q5-D1.05

(TOP & SEATS)

EXPANDED STEEL

PLASTISOL COATED

ISOMETRIC

120"

12"

42"

TYP. HORSE HITCH RAIL

TYP 6' BENCH

TYP GARBAGE CAN

TYP PICNIC TABLE

/2

/2

N O

R T

H M

U R

F R

E E

S B

O R

O G

R E

E N

W A

Y P

H A

S E I I

N .T .S

B E

N J

A M

IN

L

R O

H R

B A

C H P .E

TYP RIBBON CURB

117 5/8"

6"

24"

30"RND

SS

3/8"

FINISH GROUND

SS RND

3/8"

( 2 3/8" O.D.)

STL PIPE

2" SCH. 40

.5 ft

.5 ft

.0 ft

R

.0 ft

.75ft

2'-8 1/8"

3'-2 1/4

/1

/1

3'-2 1/4"

5'-2 3/4"

2'-5 3/8"

2'-8 1/8"

STL. PIPE

2 3/8" O.D.

THEN SAWCUT AT 10 FOOT INTERVALS

3. RIBBON CURB CONSTRUCTED IN 10 FOOT LENGTHS, OR EXTRUDED AND

2. ALL CONCRETE PLACE IS 3000 PSI (TYP.)

RIBBON CURB TO BE FLUSH WITH ADJACENT SURFACE. 1.

:NOTES