Amerine Station Road Extension Project

Agency:	City of Maryville
State:	Tennessee
Type of Government:	State & Local
NAICS Category:	237310 - Highway, Street, and Bridge Construction 237990 - Other Heavy and Civil Engineering Construction
Posted Date:	Aug 10, 2026
Due Date:	Sep 1, 2026
Original Source:	Please Login to View Page
Contact information:	Please Login to View Page
Bid Documents:	Please Login to View Page

Description

Amerine Station Road Extension Project

A project to extend the existing Amerine Station Road approximately 650 feet to the relocated Woodland Acres Road currently under construction.

Sealed bids will be received by the Purchasing Agent at the City of Maryville Municipal Building in the Engineering Conference Room (lower level) - 416 W. Broadway Ave., Maryville, Tennessee, 37801, until 2:00 p.m., local time, September 1, 2026, at which time bids will be publicly opened and read aloud. Sealed bids shall be a paper copy of the completed bid documents.

Amerine Station Extension Plan Set #01-27
Amerine Station Extension Bid Book #01-27

Attachment Preview

AMERINE STATION ROAD EXTENSION

2026

CITY OF MARYVILLE, TENNESSEE

ENGINEERING & PUBLIC WORKS DEPARTMENT

CONSTRUCTION PLANS

MAYOR:

ANDY WHITE

Vice MAYOR:

FRED METZ

COUNCIL MEMBERS:

TOMMY HUNT

SARAH HERRON

DREW MILES

PROJECT NO. 2017-0220-01

CITY MANAGER:

GREG McCLAIN

PUBLIC WORKS:

BRIAN BOONE, P.E.

ENGINEERING:

CHUCK ROWAN, P.E.

PROJECT LOCATION

BLOUNT CO.

204 W. Bessemer Street Alcoa, TN. 37701 ph. 865.980.3500

NO EXCLUSIONS

NO EQUATIONS

PROJECT

LOCATION

Index Of Sheets (Const.)

SEE SHEET NO. 2

4000 8000 12000

SCALE : 1" = 4000'

RIGHT-OF-WAY PROJECT LENGTH = 0.125 MILES

SPECIAL NOTES

PROPOSALS MAY BE REJECTED BY THE CITY OF MARYVILLE IF

ANY OF THE UNIT PRICES CONTAINED THEREIN ARE OBVIOUSLY

UNBALANCED, EITHER EXCESSIVE OR BELOW.

THIS PROJECT TO BE CONSTRUCTED UNDER THE STANDARD

SPECIFICATIONS OF THE TENNESSEE DEPARTMENT OF

TRANSPORTATION DATED JANUARY 1, 2021 INCLUDING ALL THE

LATEST SUPPLEMENTS AND ADDITIONAL SPECIFICATIONS AND

SPECIAL PROVISIONS CONTAINED IN THE PLANS AND IN THE

PROPOSAL CONTRACT.

SURVEY PERFORMED BY C2RL ENGINEERS, INC. ON 3/11/16

GENERAL NOTES

1. CONTRACTOR SHALL HAVE AN APPROVED STAMPED AND SIGNED COPY OF THE SITE PLANS ON SITE TO

WORK FROM AT ALL TIMES. THESE PLANS WILL HAVE THE RED APPROVAL STAMP FROM THE CITY OF

MARYVILLE AND WILL BE SIGNED AND DATED.

GRADING

1. ANY AREA THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION DURING THE LIFE OF THIS PROJECT

SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE.

2. THE CONTRACTOR SHALL NOT DISPOSE OF ANY MATERIAL IN A REGULATORY FLOOD WAY AS DEFINED

BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITHOUT APPROVAL BY SAME. ALL MATERIAL

SHALL BE DISPOSED OF IN UPLAND (NON-WETLAND) AREAS AND ABOVE ORDINARY HIGH WATER OF ANY

ADJACENT WATERCOURSE. THIS DOES NOT ELIMINATE THE NEED TO OBTAIN ANY OTHER LICENSES OR

PERMITS THAT MAY BE REQUIRED BY ANY OTHER FEDERAL, STATE OR LOCAL AGENCY.

3. NO SITE GRADING CAN COMMENCE UNTIL A GRADING PERMIT HAS BEEN ISSUED AND NO GRADING

PERMIT WILL BE ISSUED UNTIL ALL EROSION AND SEDIMENT CONTROL IS IN PLACE ACCORDING TO THE

SITE SPECIFIC SWPPP, AND PASSES INSPECTION. CONTACT DOUG CHAPMAN FOR INSPECTION AT (865)

273-3518.

4. TOTAL DISTURBED AREA - 1.67 ACRES

SEEDING & SODDING

1. SOD SHALL BE PLACED AT LOCATIONS SHOWN ON THE PLANS TO PREVENT DAMAGE TO ADJACENT

FACILITIES AND PROPERTY DUE TO EROSION ON ALL NEWLY GRADED CUT & FILL SLOPES AS WORK

PROGRESSES.

2. ITEM No. COM 801-01, SEEDING (WITH MULCH), SHALL BE USED WHERE EROSION CONTROL BLANKET OR

SOD ARE NOT APPLIED.

3. A CITY OF MARYVILLE INSPECTOR IS TO BE ONSITE WHEN SEEDING AND MULCHING TAKE PLACE. PROOF

OF PURCHASE SHOULD BE RETAINED TO SHOW THAT THE MIXTURE AMOUNTS AND SEED AND STRAW

ARE IN ACCORDANCE WITH THE TDEC EROSION AND SEDIMENT CONTROL MANUAL.

DRAINAGE

1. THE CONTRACTOR SHALL SHAPE DITCHES TO THE SPECIFIED DESIGN. THIS WORK WILL NOT BE

MEASURED AND PAID FOR DIRECTLY, BUT THE COST WILL BE INCLUDED IN THE COST OF OTHER ITEMS.

2. EXCAVATION BEDDING AND BACKFILL FOR PIPE WILL NOT BE MEASURED AND PAID FOR DIRECTLY, BUT

WILL BE INCLUDED IN THE PRICE BID PER LINEAR FOOT OF PIPE (PIPE CULVERTS, STORM SEWERS,

CONDUITS, ALL OTHER CULVERTS AND MINOR STRUCTURES).

3. THE CUTTING OF INLET AND OUTLET DITCHES WHERE SHOWN ON PLANS OR AS DIRECTED BY THE

ENGINEER WILL BE MEASURED AND PAID FOR AS ITEM No. 203.01 ROAD AND DRAINAGE EXCAVATION

(UNCLASSIFIED).

4. WHERE A CULVERT PIPE IS MOVED TO A NEW LOCATION OTHER THAN THAT SHOWN ON THE PLANS,

INCREASING OR DECREASING THE AMOUNT OF CULVERT EXCAVATION, NO INCREASE OR DECREASE IN

THE AMOUNT OF PAYMENT WILL BE MADE DUE TO SUCH CHANGE.

5. DURING CONSTRUCTION OF DRAINAGE STRUCTURES ALL COST ASSOCIATED WITH MAINTAINING THE

FLOW OF WATER AND TRAFFIC, AT THESE STRUCTURES, DURING THE PHASED CONSTRUCTION OF THIS

PROJECT ARE TO BE INCLUDED IN THE UNIT PRICE OF THE DRAINAGE STRUCTURES AND TRAFFIC

CONTROL ITEMS.

6. ALL STORMWATER PIPES AND STRUCTURES REQUIRE INSPECTION BEFORE COVERING. CONTACT DOUG

CHAPMAN FOR INSPECTION AT (865) 273-3518.

7. ALL STORMWATER CONSTRUCTION SHALL CONFORM TO MARYVILLE LAND DEVELOPMENT AND PUBLIC

WORKS STANDARDS.

8. AS-BUILT DRAWINGS WILL BE REQUIRED FOR ALL STORMWATER INFRASTRUCTURE INSTALLED AS PART

OF THIS PROJECT. AS-BUILT DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED WITH A COMPLETED

AS-BUILT CHECKLIST FOUND IN APPENDIX D, SHEETS D-1 THROUGH D-3 OF THE CITY OF MARYVILLE

STORMWATER MANAGEMENT MANUAL.

MISCELLANEOUS

1. NOTHING IN THE GENERAL NOTES OR SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS

RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND THE

RESIDENTS ALONG THE PROPOSED CONSTRUCTION AREA.

FINAL PAVEMENT MARKING

1. PERMANENT PAVEMENT LINE MARKINGS SHALL BE 4" SPRAY THERMOPLASTIC (40 mil.) INSTALLED TO

PERMANENT STANDARDS AT THE END OF EACH DAY'S WORK. SHORT UNMARKED SECTIONS SHALL NOT

BE ALLOWED. PAVEMENT MARKINGS WILL BE MEASURED AND PAID FOR UNDER ITEM No. COM 716-13.06,

SPRAY THERMO PVMT MRKNG (40 mil.) (4" LINE), THE CONTRACTOR SHALL HAVE THE OPTION OF USING

REFLECTORIZED PAINT INSTALLED TO PERMANENT STANDARDS AT THE END OF EACH DAY'S WORK AND

THEN INSTALLING THE PERMANENT MARKINGS AFTER THE PAVING OPERATION IS COMPLETED. THE

TEMPORARY MARKINGS FOR THE FINAL SURFACE WILL NOT BE MEASURED AND PAID FOR DIRECTLY, BUT

THE COSTS ARE TO BE INCLUDED IN THE UNIT PRICE BID FOR THE PAVEMENT MARKINGS.

SIGNING

1. THE LETTERS, DIGITS, ARROWS, BORDERS, AND ALPHABET ACCESSORIES ON ALL FLAT SHEET SIGNS

SHALL BE APPLIED BY SILK SCREENING PROCESS, EXCEPT THAT CUT DIRECT APPLIED COPY SHALL BE

USED ON ALL FLAT SHEET SIGNS WITH A GREEN BACKGROUND. THE LETTERS, DIGITS, ARROWS,

BORDERS, AND ALPHABET ACCESSORIES ON ALL EXTRUDED PANEL SIGNS SHALL BE DEMOUNTABLE AND

ATTACHED TO THE SIGN FACE, AS OUTLINED IN THE STANDARD SPECIFICATIONS.

2. AFTER THE SIGN LOCATIONS HAVE BEEN STAKED, BUT PRIOR TO ORDERING ANY MATERIAL FOR THE

SUPPORTS, THERE SHALL BE A FIELD INSPECTION AND APPROVAL BY THE CITY OF MARYVILLE.

UTILITY

1. THE LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE ONLY. EXACT LOCATIONS

SHALL BE DETERMINED IN THE FIELD BY CONTACTING THE UTILITY COMPANIES INVOLVED. NOTIFICATION

BY CALLING TENNESSEE ONE CALL SYSTEM, INC. AT 1-800-351-1111 AS REQUIRED BY TCA 65-31-106 WILL

BE REQUIRED.

2. UNLESS OTHERWISE NOTED, ALL UTILITY ADJUSTMENTS WILL BE PERFORMED BY THE UTILITY OR IT'S

REPRESENTATIVE. THE CONTRACTOR AND UTILITY OWNERS WILL BE REQUIRED TO COOPERATE WITH

EACH OTHER IN ORDER TO EXPEDITE THE WORK REQUIRED.

3. THE CONTRACTOR WILL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTING

UTILITIES FROM DAMAGE DURING CONSTRUCTION OF THIS PROJECT. IN THE EVENT THAT SPECIAL

EQUIPMENT IS REQUIRED TO WORK OVER AND AROUND THE UTILITIES, THE CONTRACTOR WILL BE

REQUIRED TO FURNISH SUCH EQUIPMENT. THE COST OF PROTECTING UTILITIES FROM DAMAGE AND

FURNISHING SPECIAL EQUIPMENT WILL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF

CONSTRUCTION.

4. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR CONTACTING

OWNERS OF ALL AFFECTED UTILITIES IN ORDER TO DETERMINE THE EXTENT TO WHICH UTILITY

RELOCATIONS AND/OR ADJUSTMENTS WILL HAVE UPON THE SCHEDULE OF WORK FOR THE PROJECT.

WHILE SOME WORK MAY BE REQUIRED 'AROUND' UTILITY FACILITIES THAT WILL REMAIN IN PLACE, OTHER

UTILITY FACILITIES MAY NEED TO BE ADJUSTED CONCURRENTLY WITH THE CONTRACTOR'S

OPERATIONS. ADVANCE CLEAR CUTTING MAY BE REQUIRED BY THE ENGINEER AT ANY LOCATION WHERE

CLEARING IS CALLED FOR IN THE SPECIFICATIONS AND CLEAR CUTTING IS NECESSARY FOR A UTILITY

RELOCATION. ANY ADDITIONAL COST WILL BE INCLUDED IN THE UNIT PRICE BID FOR THE CLEARING ITEM

SPECIFIED IN THE PLANS.

5. FOR THE INSTALLATION OF BURIED UTILITIES (PIPES AND CABLES), TRENCHES SHALL BE BACKFILLED

DAILY AS CONSTRUCTION PROCEEDS. BACKFILLED TRENCHES SHALL BE SEEDED AND MULCHED OR

SODDED DAILY IF POSSIBLE, BUT NO LATER THAN SEVEN (7) DAYS AFTER BEING BACKFILLED, AND

TEMPORARY SPOIL OF EXCAVATED EARTH SHALL BE LOCATED WITHIN EROSION PREVENTION AND

SEDIMENT CONTROL (ESPC) MEASURES OR RECEIVE SEPARATE EPSC MEASURES. IF TRENCHES ARE

NOT BACKFILLED OVERNIGHT, APPROPRIATE ESPC MEASURES WILL BE INSTALLED BY THE CONTRACTOR

UNTIL SUCH TIME AS THE TRENCH IS BACKFILLED.

6. AS-BUILT DRAWINGS WILL BE REQUIRED FOR ALL CITY OF MARYVILLE UTILITIES RELOCATED OR

INSTALLED AS A PART OF THIS PROJECT.

A GRADING PERMIT WILL NOT BE ISSUED UNTIL A NOTICE OF

COVERAGE FROM THE TENNESSEE DEPARTMENT OF

ENVIRONMENT AND CONSERVATION (TDEC) HAS BEEN ISSUED.

PROJECT CONTACTS

OWNER

CITY OF MARYVILLE

BRIAN BOONE, P.E.

416 W. BROADWAY AVE.

MARYVILLE, TN 37801

(865) 273-3500

ELECTRIC

CITY OF MARYVILLE

JAMES BOND

332 HOME AVE.

MARYVILLE, TN 37801

(865) 273-3328

STORMWATER

CITY OF MARYVILLE

JANA BROWN, P.E.

416 W. BROADWAY AVE.

MARYVILLE, TN 37801

(865) 273-3512

TRAFFIC / ROADS

CITY OF MARYVILLE

CHUCK ROWAN, P.E.

416 W. BROADWAY AVE.

MARYVILLE, TN 37801

(865) 273-3506

FIRE DEPARTMENT

CITY OF MARYVILLE

JOHN CRAW

402 W. BROADWAY AVE.

MARYVILLE, TN 37801

(865) 273-3615

COMMUNICATIONS

AT&T

GREG PEARMAIN

9733 PARKSIDE DR.

KNOXVILLE, TN 37922

(865) 335-5971

NATURAL GAS

ATMOS ENERGY

SETH BRADBURN

2833 W. MARKET ST.

JOHNSON CITY, TN 37604

(423) 440-4521

WATER / SEWER

CITY OF MARYVILLE

TREVOR HENDRIX, P.E.

332 HOME AVE.

MARYVILLE, TN 37801

(865) 273-3359

DEV. SERVICES / PLANNING

CITY OF MARYVILLE

VALENTINA AMON

416 W. BROADWAY AVE.

MARYVILLE, TN 37801

(865) 273-3509

LEGEND

EXISTING

900

B.M.

IRON ROD FOUND

IRON PIPE FOUND

AXLE FOUND

UTILITY POLE

GUY

TELEPHONE PEDESTAL

VALVE

WATER METER

FIRE HYDRANT

HEADWALL

MANHOLE

CLEANOUT

TREE

TREE LINE

INDEX CONTOUR

INTERMEDIATE CONTOUR

WATER LINE

SANITARY SEWER LINE

REINFORCED CONCRETE PIPE (STORM)

PROPERTY LINE

CHAIN LINK FENCE

WOODEN FENCE

OVERHEAD POWER LINE

BENCH MARK

NEW

RCP

FIRE HYDRANT (SEE CITY OF MARYVILLE STANDARD WATER DETAILS)

WATER VALVE

STORM MANHOLE

CATCH BASIN

CONCRETE ENDWALL

REINFORCED CONCRETE PIPE (STORM)

ROCK CHECK DAM

FILTER RING

A11

INLET PROTECTION

G11

OUTLET PROTECTION

TEMPORARY SILT FENCE

CONSTRUCTION ENTRANCE / EXIT

SOD

INDEX

1 TITLE SHEET

2 INDEX, LEGEND, GENERAL NOTES

3 ESTIMATED ROADWAY QUANTITIES

4 TYPICAL SECTIONS

5 PROPERTY MAP

6 PRESENT LAYOUT

7 PLAN & PROFILE

8 GRADING & DRAINAGE

9 UTILITIES - WATER

9A UTILITIES - SANITARY SEWER

10 EROSION PREVENTION & SEDIMENT CONTROL NOTES

11 EROSION PREVENTION & SEDIMENT CONTROL PLAN - INITIAL

12 EROSION PREVENTION & SEDIMENT CONTROL PLAN - FINAL

13 SIGNING & PAVEMENT MARKING

14 PAVEMENT EDGE DROP-OFF & TRAFFIC CONTROL NOTES

15 TEMPORARY TRAFFIC CONTROL PLAN

16 ROADWAY CROSS SECTIONS - STA. 1+28.12 to STA. 5+00

17 ROADWAY CROSS SECTIONS - STA. 5+50 to STA. 8+03.33

18 ROADWAY DETAILS

19 DRAINAGE DETAILS

20 EROSION CONTROL DETAILS

21 CITY OF MARYVILLE STORMWATER CONSTRUCTION DETAILS

22 CITY OF MARYVILLE STANDARD DETAIL DRAWINGS - WATER

0224

9.9.25

TCC

JRW

CATCH BASINS AND MANHOLES

STRUCTURE

NAME

HW-1

MH-2

CI-3

CI-4

HW-5

CI-6

CI-7

HW-8

STATION

2+07.58

2+99.77

3+05.69

3+00

6+15.27

6+16.27

6+16.55

OFFSET

(FT)

61.14 LT

32.9 LT

15.75 LT

15.75 RT

30 RT

15.75 LT

15.75 RT

31.33 RT

GRATE/TOP

ELEV.

1016.0

1016.6

1021.4

INVERT

ELEV.

1010.7

1011.3

1011.8

1012.6

1013.5

1016.4

1016.8

1017.1

STORM DRAINAGE PIPES

FROM

STRUCTURE OUTLET

NAME

ELEV.

MH-2

1011.3

CI-3

1011.8

CI-4

1012.6

HW-5

1013.5

CI-6

1016.4

CI-7

1016.8

HW-8

1017.1

STRUCTURE

NAME

HW-1

MH-2

CI-3

CI-4

CI-3

CI-6

CI-7

INLET

ELEV.

1010.7

1011.4

1012.3

1012.7

1012.3

1016.5

1016.9

GRADE

0.60

2.30

0.91

5.93

1.32

0.91

1.47

LENGTH

(FT)

100.5

17.4

33.0

13.5

311.4

33.0

13.6

EARTHWORK BALANCE

COMPUTATIONS

ROAD & DRAINAGE EXCAVATION (CUT)

570 CY

LESS TOPSOIL IN CUT AREAS (ASSUME 8" DEPTH)

390 CY

TOTAL EXCAVATED MATERIAL AVAILABLE FOR EMBANKMENT

180 CY

EMBANKMENT REQUIRED (FILL)

1341 CY

TOTAL EMBANKMENT REQUIRED (COMPACTED VOLUME)

TOTAL EMBANKMENT ADJUSTED FOR SHRINKAGE (20%)

PLUS TOPSOIL IN FILL AREAS

PLUS UNDERCUT OF UNDESIRABLE MATERIAL (ESTIMATED)

LESS EXCAVATED MATERIAL

1341 CY

1609 CY

857 CY

450 CY

180 CY

TOTAL BORROW MATERIAL NEEDED

2736 CY

NOTES

15, 16

18, 19

3, 7

3, 8

1, 9

1, 10

1, 11

6, 21

ESTIMATED ROADWAY QUANTITIES

ITEM NO.

DESCRIPTION

105-01

201-01

203-01

203-03

203-04

203-04.02

203-05

203-06

COM 209-08.01

209-08.03

209-08.07

COM 209-40.34

303-01

307-01.08

403-01

411-01.10

501-05.90

607-03.02

607-05.02

611-01.02

COM 611-07.01

611-13.02

701-01.01

701-02

COM 702-01.01

712-04.01

712-07.03

COM 713-11.01

713-16.20

713-16.21

716-02.05

716-02.06

COM 716-13.06

717-01

740-07.01

795-01.06

795-06.07

795-11.02

COM 801-01

801-03

803-01

CONSTRUCTION STAKES, LINES AND GRADES

CLEARING & GRUBBING

ROAD & DRAINAGE EXCAVATION (UNCLASSIFIED)

BORROW EXCAVATION (UNCLASSIFIED)

PLACING & SPREADING TOPSOIL

STRIPPING & STOCKPILE TOPSOIL

UNDERCUTTING

WATER

TEMPORARY FILTER BARRIER (FILTER RING)

TEMPORARY SILT FENCE (WITHOUT BACKING)

ROCK CHECK DAM

CATCH BASIN PROTECTION

MINERAL AGGREGATE, TYPE A BASE, GRADING D

ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING B-M2

BITUMINOUS MATERIAL FOR TACK COAT (TC)

ACS MIX (PG64-22) GRADING D

REMOVE EXISTING BITUMINOUS MATERIAL

18" CONCRETE PIPE CULVERT (CLASS III)

24" CONCRETE PIPE CULVERT (CLASS III)

MANHOLES > 4' - 8' DEPTH

CONCRETE PIPE ENDWALLS

CATCH BASINS, TYPE 13 > 4' - 8' DEPTH

CONCRETE SIDEWALK (4")

CONCRETE DRIVEWAY

EXTRUDED MOUNTABLE CURB (CITY OF MARYVILLE MODIFIED)

FLEXIBLE DRUMS (CHANNELIZING)

TEMPORARY BARRICADES (TYPE III)

"U" SECTION STEEL POSTS

SIGNS (STOP SIGN R1-1 30" x 30")

SIGNS (SPEED LIMIT SIGN R1-6 12" x 18")

PLASTIC PAVEMENT MARKING (STOP LINE)

PLASTIC PAVEMENT MARKING (TURN LANE ARROW)

SPRAY THERMO PVMT MRKING (40 mil) (4 IN LINE)

MOBILIZATION

GEOGRID REINFORCEMENT (BX1100 OR APPROVED EQUAL)

8 IN DIP SLIP JOINT WATERLINE

CONNECT TO 12 IN WATERLINE

FIRE HYDRANT ASSEMBLY

SEEDING (WITH MULCH)

WATER (SEEDING & MULCHING)

SODDING (NEW SOD)

ESTIMATED

QUANTITY

180

2736

1249

739

450

881

1695

297

197

405

118

6688

928

1258

2392

200

601

3030

300

UNITS

EACH

TON

EACH

NOTES:

1. INCLUDES COST OF LABOR, EXCAVATION, AND ANY BEDDING MATERIAL NEEDED FOR COMPLETE INSTALLATION.

2. GEOGRID WILL BE INSTALLED IN LOCATIONS AND QUANTITIES AS DIRECTED BY THE ENGINEER ON SITE TO HELP STABILIZE POOR QUALITY SUBGRADE MATERIAL IN

LIEU OF UNDERCUTTING.

3. ALL EROSION PREVENTION & SEDIMENT CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO THE TDEC EROSION AND SEDIMENT CONTROL HANDBOOK.

4. SOD TO BE PLACED IN DRAINAGE CHANNEL AS SHOWN IN THE TDEC EROSION AND SEDIMENT CONTROL HANDBOOK.

5. ALL DISTURBED AREAS NOT STABILIZED BY OTHER MEANS SHALL BE SEEDED & MULCHED.

6. ALL WATER AND SEWER CONSTRUCTION SHALL COMPLY WITH THE CITY OF MARYVILLE WATER AND SEWER DEPARTMENT RULES, REGULATIONS, RATES AND

POLICIES. 2019.

7. FILTER BARRIER TO BE STONE FILTER RING AS SHOWN IN DETAIL A1 ON SHEET 20.

8. CATCH BASIN PROTECTION TO BE AS SHOWN IN DETAIL A9 ON SHEET 20.

9. MANHOLE TO BE AS SHOWN IN DETAIL A1 ON SHEET 19.

10. ENDWALLS TO BE STRAIGHT TYPE AS SHOWN IN DETAIL K7 ON SHEET 19.

11. CATCH BASINS TO BE AS SHOWN IN DETAIL A7 ON SHEET 19.

12. CONCRETE SIDEWALK TO BE AS SHOWN IN DETAIL F11 ON SHEET 18.

13. EXTRUDED MOUNTABLE CURB SHALL BE CITY OF MARYVILLE MODIFIED AS SHOWN IN DETAIL A1 ON SHEET 18.

14. ITEMS 712-04.01 AND 712-07.03 SHALL BECOME THE PROPERTY OF THE CITY OF MARYVILLE AFTER CONSTRUCTION.

15. ALL BORROW EXCAVATION AREAS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE BEING USED FOR EMBANKMENT.

16. CONTRACTOR SHALL CONTACT THE ENGINEER TO AMEND THE SWPPP TO INCLUDE ALL BORROW AREAS.

17. TO INCLUDE REMOVAL AND STOCKFILE OF TOPSOIL.

18. ASSUMES 8" TOPSOIL DEPTH.

19. TOPSOIL PARTIALLY REMOVED DURING CONSTRUCTION OF TEMPORARY CONNECTOR ROAD. QUANTITY SHOWN HERE ASSUMES THAT MATERIAL HAS ALREADY

BEEN REMOVED AND STOCKPILED.

20. CONTRACTOR TO REMOVE EXISTING ASPHALT ROAD AND BASE STONE AS NEEDED FOR NEW CONSTRUCTION.

0224

9.9.25

TCC

JRW

4:1 FILL

SIDEWALK

11' LANE

11' CENTER TURN LANE

11' LANE

SIDEWALK

EXISTING SUBGRADE & BINDER

TYPICAL OVERLAY SECTION - AMERINE STATION RD. - PHASE 2

STA. 1+28.12 to STA. 1+78.05

NOT TO SCALE

60" MIN. COVER

8" WATERLINE

4:1 CUT

EXISTING GRADE (TYP.)

4:1 FILL

SIDEWALK

11' LANE

11' CENTER TURN LANE

11' LANE

SIDEWALK

24" (MIN.) SUBGRADE

COMPACTED TO 98%

CONCRETE

CURB (TYP.)

TYPICAL TANGENT SECTION - AMERINE STATION RD. - PHASE 2

STA. 1+78.05 to STA. 8+23.33

NOT TO SCALE

60" MIN. COVER

8" WATERLINE

4:1 CUT

EXISTING GRADE (TYP.)

AMERINE STA. ROAD - PHASE 2

(FULL BUILD)

PAVING SCHEDULE

MINERAL AGGREGATE BASE @ 8" DEPTH

303-01 MINERAL AGGREGATE, TYPE "A" BASE, GRADING "D"

BINDER "B-M2" @ 3" DEPTH (APPROX. 113 LB/SY)

307-01.08 ASPHALT CONCRETE MIX (PG 64-22)

(BPMB-HM) GRADE B-M2

SURFACE 'D' @ 1 12" DEPTH (APPROX. 132.5 LB/SY)

411-01.10 ACS MIX (PG 64-22) GRADE D

TACK COAT 403-01 BITUMINOUS MATERIAL FOR TACK COAT

0.05-0.10 GAL/SY (GENERAL USE)

0.08-0.12 GAL/SY (MILLING-COLD PLANE)

0224

9.9.25

TCC

JRW

0+00

5+00

APARTMENTS

IR(O)

6N4.4495°'30'38" W

IR(O)

CHURCH OF GOD

MAP 058D, GRP B, PARCEL 31.00

PLAT 1683B

WDB 634, PG 346

0+50

6+00

1+00

MARYVILLE HOUSING AUTHORITY

MAP 047M, GRP B, PARCEL 13.02

WDB 675, PG 209

N 47°40'35" E

24.61'

DRAINAGE ESMT#1

3160.73 Sq. Feet

0.07 Acres

BARN

HOUSE

211.17'

IR(O)

WILLIAM TEFFETELLER

MAP 047M, GRP B, PARCEL 25.00

WDB 231, PG 275

1+50

S/W

SLOPE ESMT #3

97.16 Sq. Feet

2+00

N 38°07'56" E

3.02'

N 38°07'56" E

20.62'

DRAINAGE ESMT#3

1741.19 Sq. Feet

0.04 Acres

2+50

N 37°44'57" W

59.73'

S 37°44'57" E

95.84'

TRACT 2B

MATTHEW KOBOLAK

MAP 047M, GRP B, PARCEL 26.00

WDB 2629, PG 1622

S 32°01'51" E

5.88'

N 38°07'56" E

60.11'

N 54°08'33" W

35.61'

10' CONST. ESMT

S 56°33'56" E

43.48'

N 54°08'33" W

57.98'

3+00

(Slope Esmt)

N 35°00'19" E

3.24'

SLOPE ESMT #2

417.14 Sq. Feet

0.01 Acres

IP(O)

S 37°44'57" E

9.35'

SLOPE ESMT #1

11.82 Sq. Feet

(R.O.W.)

S 54°09'35" E

25.33'

N 54°09'35" W

N 52°03'07" W

25.34'

S 35°50'25" W

0.93'

208.85'

N 35°00'19" E

10.42'

S 54°09'35" E

20.00'

N 35°50'25" E

20.00'

(R.O.W.)

3+50 S 56°53'43" E

30.64'

(Slope Esmt)

S 55°35'55" E

12.52'

S 54°08'33" E

209.31'

(Slope Esmt)

N 54°08'33" W

115.72'

SHED

4+00

(Slope Esmt)

S 51°36'58" E

57.43' (Slope Esmt)

S 44°52'14" E

15.48'

SHED

N 54°09'35" W

20.00'

DRAINAGE ESMT#2

400.00 Sq. Feet

0.01 Acres

S 35°50'25" W

20.00'

PROPOSED RIGHT OF WAY

12551.95 Sq. Feet

0.29 Acres

S 54°08'33" E

4+50 IR(N)

7.12'

(R.O.W.)

A=121.55'

R=830.00'

D=8°23'27"

B=S 49°56'49" E

C=121.44'

5+00

10' CONST. ESMT

IR(N)

PROPOSED RIGHT OF WAY

23226.26 Sq. Feet

0.53 Acres

TRACT 2A

MATTHEW KOBOLAK

MAP 047M, GRP B, PARCEL 26.00

WDB 2629, PG 1622

N 54°09'35" W

9.96'

(R.O.W.)

BARN

(R.O.W.)

A=112.76'

R=770.00'

D=8°23'27"

B=N 49°56'49" W

C=112.66'

IR(N)

(R.O.W.)

45°45'06" W

5+50 IR(N)

6+00 (R.O.W.)

75'ST4R8°A05N'5S8"MEISSION

90.16'

45°45'06" W

LINE

EASEMENT

99.01'

6+50

IR(N)

S 45°45'06" E

99.01'

20.00'

N 44°14'54" E

20.00'

N 45°45'06" W

20.00'

DRAINAGE ESMT#4

400.00 Sq. Feet

0.01 Acres

IR(N)

S 44°14'54" W

20.00'

S 52°13'20" E

TRACT 3B

HUNTER & EMILY RAMSEY

MAP 047M, GRP B, PARCEL 29.04

WDB 2625, PG 1478

A=88.69'

R=620.00'

D=8°11'47"

B=N 49°50'59" W

C=88.62'

SLOPE ESMT #5

1181.78 Sq. Feet

0.03 Acres

7+00

S 53°35'57" E

103.96'

A=22.97'

R=50.00'

D=26°19'14"

B=N 67°06'30" W

C=22.77'

(R.O.W.)

A=79.49'

7+50

R=50.00'

D=91°05'03"

B=N 80°30'36" E

C=71.38'

IR(N)

S 50°28'38" E

17.67'

S 68°02'25" W

5.16'

IR(N)

1N4515.7°34'6'22" W

IR(O)

N 52°47'52" W

HOUSE

TRACT 3A

HUNTER & EMILY RAMSEY

MAP 047M, GRP B, PARCEL 29.04

WDB 2625, PG 1478

(R.O.W.)

A=100.11'

R=680.00'

N 43°51'19" W

23.79'

D=8°26'06"

B=N 49°58'08" W

C=100.02'

N 46°45'13" W

30.57'

A=59.51'

R=680.00'

D=5°00'51"

B=S 51°40'45" E

C=59.49'

IR(N)

SLOPE ESMT #4

312.48 Sq. Feet

0.01 Acres

N 49°14'28" W

33.78'

A=29.64'

R=50.00'

D=33°57'50"

B=S 37°12'16" E

(R.O.W.) C=29.21'

A=77.79'

R=50.00'

D=89°08'10"

B=N 09°37'06" W

IR(N)

C=70.18'

IR(O)

8+00

8+08.78

SCALE: 1" = 30'

460.96'(Total)

IR(O)

A=80.55'

R=223.41'

D=20°39'31"

B=S 25°02'38" W

C=80.12'

361.57'

AXLE

JAMES & MELONEY WALKER

MAP 047, PARCEL 55.01

PLAT BK 2, PG 569

WDB 650, PG 540

IR(O)

A=42.75'

R=59.60'

D=41°05'48"

B=S 52°44'35" W

C=41.84'

END PROPOSED RIGHT OF WAY

0224

9.9.25

RRW

This page summarizes the opportunity, including an overview and a preview of the attached documents.

Get Government Bids Like This by Email Receive daily bid alerts that match your keywords, business categories, and target regions.

View Sample Report Start Free Trial

Amerine Station Road Extension Project

Description

Attachment Preview

See Also