A2- 118th_Repair Fire Hydrants and Valves Basewide_Drawings_07.10.24.pdf

PDF 6 MB Posted Aug 16, 2024

Attached to: Fire Hydrants-Site Lighting-Demo B723 Federal contract opportunity
Solicitation number: W50S97-24-B-0005
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Aug 16, 2024

This document is a pre-solicitation notice for a construction contract to repair fire hydrants and valves, install site lighting, and demolish a building at the Berry Field Air National Guard Base in Nashville, TN.

The contract will be a single firm-fixed price award for approximately $500,000 to $1,000,000, with a period of performance of 180 days after notice to proceed. The work includes repairing fire hydrants and valves basewide, constructing 19 light poles with 21 lights and associated conduit/wiring, and demolishing an 11,000 square foot building with parking lot paving and fencing installation. The contract is set aside for small businesses under NAICS code 236220. A pre-bid conference is scheduled for August 30, 2024, followed by a site visit. Bids are due September 15, 2024. The contract will also include two option line items for additional site lighting and demolition/paving work.

View the file

Other files for this federal contract opportunity

Other files attached to Fire Hydrants-Site Lighting-Demo B723, newest first.
File	Type	Posted
Bid Attendance Roster_001.pdf	PDF	Sep 16, 2024
Abstract of Bids 24B0005.pdf	PDF	Sep 16, 2024
Q and A W50S97-24-B-0005 (1-16) .pdf	PDF	Sep 12, 2024
Q and A W50S97-24-B-0005 (1-5).pdf	PDF	Sep 11, 2024
W50S9724B0005-0001 Amendment 01_9.5.2024.pdf	PDF	Sep 5, 2024
A8- Drawings Demo and Pavment BLDG 723_9.4.2024.pdf	PDF	Sep 5, 2024
A9- Demo B723 Asbestos Report-9.4.2024.pdf	PDF	Sep 5, 2024
A3 - SOW REPAIR FIRE HYDRANTS_9.4.2024.pdf	PDF	Sep 5, 2024
A6- SOW Demo and Pavement B723_9.4.2024.pdf	PDF	Sep 5, 2024
PreBid Conference Attendance Roster.pdf	PDF	Aug 30, 2024
Preproposal minutes W50S9724B0005.pdf	PDF	Aug 30, 2024
24B0005 SITE VISIT SLIDES 20240830.pptx	PPTX presentation	Aug 30, 2024
A6- SOW BKTZ239011 Demolition and pavement B723 signed.pdf	PDF	Aug 21, 2024
A8- Drawings BKT239011 DEMOLITION AND PAVING BLDG 723.pdf	PDF	Aug 21, 2024
W50S9724B0005-Solicitation.pdf	PDF	Aug 16, 2024
A1- 118th Repair Fire Hydrants and Valves Basewide_Specifications_07.10.24.pdf	PDF	Aug 16, 2024
A5- SOW BKTZ212006 Site Lighting B735.B746.Track.pdf	PDF	Aug 16, 2024
A6- SOW BKTZ239011 Demolition and pavement B723.pdf	PDF	Aug 16, 2024
W50S9724B0005-Solicitation.pdf	PDF	Aug 16, 2024
A4- Site Lighting Design Track.B735.B746.pdf	PDF	Aug 16, 2024
A7- BLDG 723 SITE PLAN.pdf	PDF	Aug 16, 2024
A3- SOW Repair Fire Hydrants Basewide SOW_7.11.24 signed.pdf	PDF	Aug 16, 2024

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TENNESSEE AIR NATIONAL GUARDTENNESSEE AIR NATIONAL GUARD

BKTZ212025

REPAIR FIRE HYDRANTS AND VALVES, BASEWIDE

BKTZ212025

REPAIR FIRE HYDRANTS AND VALVES, BASEWIDE

JULY 2024

118TH

118TH WI NGG

WI NN.T.S.

LOCATION MAP

VANDERBILT

UNIVERSITY NASHVILLE

INTERNATIONAL

AIRPORT

SHELBY

PARK

J PERCY PRIEST

RESERVOIR

DONELSON

ANTIOCH

LEBANON

PIKE

MURFREESBORO PIKE

BRILEY PKWY

LENSVILLE PIKE

HIL

LSB

ORO PIK

NASHVILLE

ELL

GTON P

*TENNESSEE AIR

NATIONAL GUARD

DONELSON

RADNOR

LAKE STATE

NATURE AREA

CUM

BERLA

ND R

*118th AIRLIFT WING LOCATED AT:

240 KNAPP BOULEVARD

NASHVILLE, TN 37217

CIVIL

AutoCAD SHX Text 240 West Bessemer Street Alcoa, TN 37701 ph. 865 980 3500

CURB

N E

PAVED P

ARKIN

G LO

PAVED P

ARKIN

G LO

TAXIW

MURFREESBORO ROAD

(US HWY. 41 & 70S)

NELSO

N PIKE

DONELSON PIKE

KNAPP BLVD.

SECURITY LINE

SECURITY LI

PAINTED RED LINE

w w

1- 1/

2" 2"

16"

16"16"16"

16"

12'

10"

1- 1/

Hi gh

P re ss ur e W at er lin e

1- 1/

High Pressure Waterline 1-1/4"

Hi gh

P re ss ur e W at er lin e

1- 1/

C B

x x x x x

6" 2"

BLD

1" W

" O

ALL

Abandoned

Abandoned Line

4BLD

BLD

V-89

F.H.# 4

F.H.#19

BLD

HT IRO

N FENCE

10"

12"

D O

W N

Ab an do ne d Li ne

Abandoned Line

DFL0F03

DFLI06

MURI05

DFL0F02

DFLI04

M O

RAMP DN

R A

M P

D N

RAMP DN

OOD B

RID

Abandoned Line

6" 6"

BLD

4 4"

BLD

N O

PAR

KIN

CAMERA P

OLE

V-44

Abandoned Line

V-103

ABANDONED 6"

BLD

V-57

CAMERA P

OLE

OOD B

RID

OOD B

RID

Co ld wa te r 3 /4

S O

O N

Coldwater 3/4"

S O

O N

Co ld wa te r 3 /4

CREEK

C R

CREEK

C R

CREE

C R

BLD

G 80

BLD

12"

HAZM

STO

RAGE

Pi lo t D r.

BLD

CBCBCB

Abandoned Line

BLD

4BLD

BLD

4 BLD

BLD

G 80

BLD

4BLD

BLD

4 BLD

BLD

G 80

BLD

CAPPED

BLD

12"

BLDG 809

BLDG 808

V-42

NEW FIRE

HYDRANT

NEW FIRE

HYDRANT

F.H.#3

V-48

V-35

V-19

Old Knapp Blvd.

V-9

V-72

V-73

V-17

V-55

V-52

V-33

V-18

V-60 V-11

V-68

V-70 V-104

V-75

V-79

V-24

V-26

F.H.#20

F.H.# 7

F.H.#1

F.H.# 5

F.H.# 9

F.H.#8

F.H.#21

F.H.

#12

F.H.# 6

F.H.#11

F.H.#18 F.H.#10

F.H.#13

F.H.#16

F.H.#17

F.H.#15

F.H. #14

F.H.#22

F.H.#23

REPLACE

HYDRANT #2

F.H.#2

R ep ai r

Fi re

H yd ra n ts a n d

V al ve s, B as ew id e

8t h W in g

BKTZ212025

07.10.24

8T H

C1.1

S it e La yo u t Pl an

R ep la ce m en t V al ve

L oc at io n s

LEN

JTG

SCALE: 1" = '

0 100 200 300

1. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. CONTRACTOR SHALL REQUEST LOCATION OF ALL EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE (COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES, WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT. CONTRACTOR SHALL REQUEST A DIG PERMIT FROM WORK CONTROL (615) 660-8716 PRIOR TO ENGAGING IN ANY EXCAVATION OR PENETRATING THE GROUND IN ANY WAY. CONTRACTOR SHALL ALSO CONTACT THE TENNESSEE ONE CALL CENTER AT 811 FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES.

THE PRIMARY ELECTRICAL SERVICE ON BASE IS OWNED AND OPERATED BY THE NASHVILLE ELECTRIC

SERVICE (615) 736-6900.

2. CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICES (WATER, SEWER, ELECTRIC, NATURAL GAS AND COMMUNICATIONS) AND/OR MAKE PROVISIONS FOR OUTAGES WITH COR A MINIMUM OF 72 HOURS IN

ADVANCE.

3. CONTRACTOR SHALL CAREFULLY EXCAVATE TRENCHES WHERE NEW UTILITIES INTERSECT EXISTING UTILITIES. DEPTHS OF EXISTING UTILITIES ARE UNKNOWN. ANY INTERFERENCES SHALL BE REPORTED TO THE CONTRACTING OFFICER. CONSTRUCTION MUST START AT THE LOWEST POINT OF CONNECTION AND

WORK BACK TOWARD THE BUILDING.

4. NOTE UTILITY EXCAVATIONS SHALL NOT BE CLOSER THAN 18" TO OUTSIDE FACE OF BUILDING FOOTINGS, OR AT AN OFFSET DETERMINED BY A 2:1 SLOPE FROM THE EDGE OF FOOTING, WHICHEVER IS GREATER.

5. ALL INORGANIC MATERIALS IDENTIFIED FOR DEMOLITION AND REMOVAL SHALL BE DISPOSED OF OFF BASE AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. SUCH MATERIAL SHALL INCLUDE, BUT IS NOT LIMITED TO, TILE, DOORS AND WINDOWS, UTILITY COMPONENTS AND OTHER SUCH

ITEMS.

6. ALL DISTURBED AREAS IN GRASS SHALL BE TOPPED WITH 4" TOPSOIL AND SOD. CONTRACTOR IS

RESPONSIBLE FOR WATERING SOD UNTIL GROWTH IS ESTABLISHED.

7. WHERE POTHOLING IS REQUIRED, THIS SHALL BE ACCOMPLISHED VIA VAC JET UNLESS APPROVED

OTHERWISE BE CONTRACTING OFFICER.

8. CONTRACTOR SHALL PROVIDE A LIST OF HAZMAT FOR REVIEW BY THE ENVIRONMENTAL MGMT OFFICE

PRIOR TO APPROVAL FOR USE ON BASE.

9. CONTRACTOR SHALL PROVIDE A MONTHLY HAZMAT USAGE REPORT TO THE ENVIRONMENTAL

MANAGEMENT OFFICE.

10. HAZARDOUS WASTE GENERATED BY THE CONTRACTOR SHALL BE MANAGED AS PART OF THE CONTRACT

AND DISPOSED OF ACCORDING TO LOCAL/STATE/FEDERAL REGULATIONS.

11. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH COR.

12. CONTRACTOR SHALL PROTECT ROADWAY AND PARKING LOTS AND REPAIR AS REQUIRED BY COR.

13. ALL CONTRACT WORKERS DRIVING ON BASE SHALL HAVE VALID DRIVER LICENSE, VEHICLE

REGISTRATION, AND PROOF OF INSURANCE.

14. ALL SIDEWALK REPAIRS SHALL BE IN ACCORDANCE WITH DETAIL

15. ALL PAVEMENT REPAIRS SHALL BE IN ACCORDANCE WITH DETAIL

16. A LIST OF VALVES AND VALVE TYPES IS PROVIDED ON

13. COORDINATE TAPPING OF EXISTING WATERLINES WITH BASE CIVIL ENGINEER. CONTRACTOR MAY CUT IN FITTINGS AND VALVES IN LIEU OF TAPPING VALVES WITH APPROVAL OF BASE CIVIL ENGINEER.

GENERAL NOTES

NEW 6"Ø

WATERLINE

NEW 6"Ø

WATERLINE

G1 C1.2

A1 C1.2

SANITARY SEWER

UNDERGROUND ELECTRIC

GAS LINE

WATERLINE

OVERHEAD POWER LINE

FIRE HYDRANT

WATER METER

VALVE

IRON SPIKE

YARD HYDRANT

CHAIN LINK FENCE

PROPERTY BOUNDARY

LEGEND

EXISTING

POST INDICATOR VALVE

FIRE DEPARTMENT CONNECTION

WOOD POLE

METAL LIGHT POLE

BOLLARD FENCE

BOLLARDS

WOOD CANTILEVER LIGHT POLE

TREE

APRON CONCRETE PAD

CONCRETE

COMMUNICATIONS

SANITARY SEWER MANHOLE

NEW

FIRE HYDRANT

VALVE

WATERLINE

A1 C2.1

A12 C2.1

SANITARY CLEANOUT

STORM SEWER

LOCATION - VALVE REPLACEMENT

E12 C2.1

J8 C2.1J1

C2.1 V-#

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48" RCP

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36" RCP

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48" RCP

AutoCAD SHX Text 30"C.M.P.

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AutoCAD SHX Text 24"C.M.P.

AutoCAD SHX Text 24" C.M.P.

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18" CMP

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24"CMP

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24"CMP

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24" RCP

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24" RCP

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24" RCP

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24" RCP

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24" RCP

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24" RCP

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48" PIPE

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18"CMP

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24" CMP

AutoCAD SHX Text 15" R.C.P.

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36" RCP

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36" RCP

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48" RCP

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48" RCP

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36" STORM

AutoCAD SHX Text x

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PVC ROOF DRAIN (8")

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HANDICAP RAMP

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LIGHT WELL

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DOWN

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RAMP DOWN

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RAMP DN

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36" RCP

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24" PIPE

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52" PIPE

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24" PIPE

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REVISIONS:

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DATE:

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PROJ. NO:

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CHECKED:

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DATE:

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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text H:\USPFO\47.252 - 118TH REPAIR VALVES & FIRE HYDRANTS BASEWIDE\02-DRAWINGS\SHEETS\C1.1.DWG PLOTTED PLOTTED ON:July 11, 2024 1:48 PM BY:TATE GERENJuly 11, 2024 1:48 PM BY:TATE GEREN1:48 PM BY:TATE GERENBY:TATE GERENTATE GEREN

AutoCAD SHX Text Nashville, Tennessee

AutoCAD SHX Text

OHP

AutoCAD SHX Text W

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COM

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1"W

Abandoned

BLD

G814

12"

RAMP

NO PARKING

BLD

G814

BLD

G814

BLD

1+00

D D

BLDG

36" OFF

WALL

DOW

Abandoned Line

MURI05

DFL0F02

DFLI04

O G

BLDG

Old Knapp Blvd.

1+00

2+00

3+00

SANITARY SEWER

UNDERGROUND ELECTRIC

GAS LINE

WATERLINE

OVERHEAD POWER LINE

FIRE HYDRANT

WATER METER

VALVE

IRON SPIKE

YARD HYDRANT

CHAIN LINK FENCE

PROPERTY BOUNDARY

LEGEND

EXISTING

POST INDICATOR VALVE

FIRE DEPARTMENT CONNECTION

WOOD POLE

METAL LIGHT POLE

BOLLARD FENCE

BOLLARDS

WOOD CANTILEVER LIGHT POLE

TREE

APRON CONCRETE PAD

CONCRETE

COMMUNICATIONS

R ep ai r

Fi re

H yd ra n ts a n d

V al ve s, B as ew id e

8t h W in g

BKTZ212025

07.10.24

8T H

C1.2

W at er lin e Pl an s

LEN

JTG

SCALE: 1" = '

0 30 60 90

NEW 6"Ø

WATERLINE

NEW 6"Ø

WATERLINE

SCALE: 1" = '

0 30 60 90

A1 LINE "B"

SCALE: 1" = 50'

G1 LINE "A"

SCALE: 1 ' = 30'

STA. 1+86

NEW FIRE HYDRANT

ASSEMBLY

STA. 0+00

6" x 6" TAPPING

VALVE & SLEEVE

STA. 0+00

12" x 6" TAPPING

VALVE & SLEEVE

SANITARY SEWER MANHOLE

STA. 3+61

NEW FIRE HYDRANT

ASSEMBLY

NEW

FIRE HYDRANT

VALVE

WATERLINE

A1 C2.1

A12 C2.1

SANITARY CLEANOUT

STORM SEWER

VERIFY LOCATION OF EXISTING

STORM VIA POTHOLING

VERIFY LOCATION OF EXISTING

STORM VIA POTHOLING

POTHOLE EXISTING UTILITIES

TO PROPERLY ROUTE WATER

LINE WHILE MAINTAINING

COVER

POTHOLE EXISTING UTILITIES

TO PROPERLY ROUTE WATER

LINE WHILE MAINTAINING

COVER

CONTRACTOR SHALL

PROVIDE BENDS

WHERE NECESSARY

NOTE: WHERE POTHOLING IS REQUIRED CONTRACTOR SHALL USE VAC JET TO DETERMINE LOCATION.

DETAIL AT UTILITY TRENCHES

TYPICAL PAVEMENT REPAIR

+/- PIPE O.D. +12"

12"12"

#57 STONE

BINDER COURSE

PAVEMENT

EXISTING

SAWCUT (TYP.)

SURFACE COURSE

PIPE, SIZE AS

INDICATED

WATERLINE & FORCE MAIN

TRENCH DETAIL

(OUTSIDE OF PAVEMENT)

EXISTING

GROUND

COMPACTED

SELECT EARTH

BACKFILL

PIPE, SIZE

INDICATED

MIN

36"

MAX. TRENCH WIDTH

PIPE O.D. PLUS 2'

BACKFILL WITH #57

STONE CONSOLIDATED

TO CENTERLINE OF PIPE

BASE STONE

A12 UTILITY TRENCH

NOT TO SCALE

SOD AND TOPSOIL

DISTURBED AREAS

NOTE: UTILITY TRENCHING SHALL BE PER DETAIL A12

C1.2

NOTE: WHERE POTHOLING IS REQUIRED CONTRACTOR SHALL USE VAC JET TO DETERMINE LOCATION.

NOTE: UTILITY TRENCHING SHALL BE PER DETAIL A12

C1.2

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48" RCP

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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text H:\USPFO\47.252 - 118TH REPAIR VALVES & FIRE HYDRANTS BASEWIDE\02-DRAWINGS\SHEETS\C1.1.DWG PLOTTED PLOTTED ON:July 11, 2024 1:52 PM BY:TATE GERENJuly 11, 2024 1:52 PM BY:TATE GEREN1:52 PM BY:TATE GERENBY:TATE GERENTATE GEREN

AutoCAD SHX Text Nashville, Tennessee

AutoCAD SHX Text

R ep ai r

Fi re

H yd ra n ts a n d

V al ve s, B as ew id e

8t h W in g

BKTZ212025

07.10.24

8T H

C2.1

D et ai ls

LEN

JTG

A1 FIRE HYDRANT

NOT TO SCALE

NOTES:

1. HYDRANT SHALL CONFORM TO THE LATEST REQUIREMENTS OF AWWA STANDARD C-502.

2. HYDRANT SHALL BE EQUIPPED WITH TWO 21

2" INCH HOSE OUTLET NOZZLES AND ONE 5 INCH STORZ CONNECTION.

3. NOZZLE THREAD SHALL CONFORM WITH NFPA NO. 194 FOR NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS.

4. SIZE OF HYDRANT MAIN VALVE SHALL BE 5-1/4-INCH NOMINAL DIAMETER.

5. SIZE OF HYDRANT INLET SHALL BE 6-INCH MJ WITH ONE SET OF MJ ACCESSORIES.

6. OPERATING NUT SHALL OPEN COUNTERCLOCKWISE.

7. THE OPERATING NUT SHALL BE PENTAGONAL IN SHAPE. THE NUT SHALL NOT BE LESS THAN ONE-INCH IN HEIGHT, MEASURING 1-1/2-INCHES FROM POINT TO FLAT AT THE BASE OF THE NUT AND 1-7/16-INCHES AT THE TOP.

8. COLOR OF THE FINISH PAINT ABOVE THE GROUND LINE SHALL BE RED.

9. HYDRANTS SHALL BE NUMBERED PER FIRE DEPARTMENT DIRECTION

10. HYDRANT SHALL BE EQUIPPED WITH HARNESSING LUGS.

11. OUTLET NOZZLE-CAP CHAINS WILL NOT BE REQUIRED.

12. DEPTH OF BURY TO BE 42 INCHES (FROM GROUND LINE TO BOTTOM OF PIPE).

13. 12. HYDRANT SHALL BE THE M & H VALVE CO. NO. 929; THE MUELLER COMPANY, CENTURION, CATALOG NO. A-423; OR THE

AMERICAN CAST IRON PIPE COMPANY, AMERICAN-DARLING, CATALOG NO. B-84-B.

FIRE HYDRANT

FINISHED GRADE

CAST IRON VALVE BOX

6" M.J. GATE VALVE

6 CU. FT.

CRUSHED

STONE

PER THRUST RESTRAINT

REQUIREMENTS

M.J. TEE THRUST

BLOCK

6" INLET PIPE. 1'-6"

MIN. LAYING LENGTH

6" LEAD PIPE

+/- 3'-0"+/- 3'-0"

TEE

" M

15" SQUARE BY 4"

THICK PRE-CAST

CONCRETE SLAB

STORZ CONNECTION, SEE NOTE #2

B A

TEE

90° BEND

45°- 22 1/2°- 11 1/4° BENDSTYPICAL SECTION

10" 16"

12" 18"

6" 11"

4" 9"

11-1/4 BEND

13"

14" 8" 9"

16"10" 5"

8" 4"

12" 6"

16"9" 11" 13" 18"

18" 30" 30"

16" 15"

10" 12"

8"- 12" 12"

16"-

TEE

10" 10"-

8" 6" 8"

12" 8"-

12" 2"- 6"

12" 43"

21"

52"

26" 12"12"

43"

21"

26" 12" 13"

26" 12"

PLUG

13"

43"43"26" 26" 52" 18"

70"

18"

70"

24" 30"

SIZE

A B

2" 9"

12" 50" 50"

18" 70"

D C

4" 8"

25" 16"

24" 22" 70" 9"

26" 6" 8"

33" 2" 16"

SIZE

A B

16" 4"

12" 12" 16"

12"9" 8"

C D 8"

9" 16" 24" 33"16" 40"

10" 40"

20" 15"

SIZE

2" 2"Branch

Main 6"

- 6" -31"

10"

14" 31"

37" 52" 12" 18"

16" 37"

14" 52"

26" 12" 13"

D C

23"

10" 23"

26" 40"

12" 26"

18" 40"

15"

26"

18" 18"

A 24"18"

6" 8"

18" 10"

24" 12"

A 12"

2"SIZE

12" 8"

B C

12" 4"

12" 8"

18"13"

6" 13"

22-1/2 BEND

8" 18"

2" 9" 9"B

SIZE

4" 9"

6"D 9"6" 12"

45 BEND

12"

43" 43"

10"

22" 12"

52" 12"

52"

32"

26" 26" 12" 11"

12"

26" 26"

11" 12"

8" 34" 34"

15" 30"

70" 18"

70"

32"

26" 26" 12" 11"

SIZE

A B

D 11" 14"

13" 16"

16" 15"

6" 10" 12"

9" 8" 4"

C D 4"

THRUST BLOCK TO BE POURED AGAINST UNDISTURBED EARTH. SEE TABLE FOR SIZE.

NOTE:

A7 THRUST BLOCKING

NOT TO SCALE

WATER MAIN

GATE VALVE-UP TO 10"

BUTTERFLY-12" & OVER

C.I. VALVE BOX

4" CONC. PAD

18' MIN.

LAYING

LENGTH

24" SQ.

" M

. C

A12 WATER VALVE & VALVE BOX

NOT TO SCALE

E12 CONCRETE SIDEWALK REPAIR

NOT TO SCALE

PLAN

AS SHOWN ON PLANS

TYPICAL SECTION IN GRASS

1.5% MAX.

12" MIN.

COMPACTED

SUBGRADE

4" MINERAL

AGGREGATE BASE

4" CONCRETE

SIDEWALK

6"x6" W2.9 x W2.9 WWF

5'-0"

(TYP.)

25'-0" (MAX.) EXPANSION JTS.

6' -0

BROOM FINISH CENTER

CONTRACTION JOINT

2" EXP. JT.

NEATLY SAW CUT

EXIST. ASPHALT

SUBGRADE

CONCRETE CURB

(IF APPLICABLE)

1'-6" MAX.

2'-0"

EXISTING ASPHALT

PAVEMENT

NEW PAVEMENT

J8 ASPHALT REPAIR PATCH

NOT TO SCALE

SECTION BEHIND CURB AND GUTTER

SLOPE

CURB AND GUTTER SECTION

PAVEMENT SECTION

2" EXPANSION JOINT

4" CONCRETE

SIDEWALK

6"x6" W2.9 x W2.9 WWF4" MINERAL

AGGREGATE BASE

AS SHOWN ON PLANS

COMPACTED

SUBGRADE

98% STANDARD PROCTOR

NOTE: CONCRETE SIDEWALK REPAIRS SHOULD BE INSTALLED BETWEEN AN EXISTING JOINT IN FULL SECTIONS.

NEATLY SAWCUT AT EXISTING JOINT AND INSTALL 1/2" EXPANSION JOINT BETWEEN EACH EXISTING AND NEW

SECTION OF SIDEWALK.

J1 LIST OF VALVES

IF VALVE IS IN PAVED OR CONCRETE

SURFACE, LEAVE FLUSH WITH

ADJACENT SURFACE

1 12" WEARING SURFACE3

2" BINDER MATERIAL2

6" MINERAL AGGREGATE BASE1

24" MIN. SUBGRADE

COMPACTED TO 98%

STANDARD PROCTOR

LIGHT DUTY ASPHALT PAVEMENT

PAVEMENT SCHEDULE

MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303

MINERAL AGGREGATE, TYPE "A" BASE, GRADING D

BINDER MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307

BITUMINOUS PLANT MIX BASE (HOT MIX) GRADING "B-M2"

ASPHALTIC CEMENT FOR BITUMINOUS PLANT BASE MIX (PG64-22)

WEARING SURFACE MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307

ASPHALTIC CONCRETE SURFACE (HOT MIX) GRADING "CS"

ASPHALT CEMENT FOR ASPHALTIC CONCRETE SURFACE (PG64-22)

RIGID CONCRETE PAVING - 4,000 psi MINIMUM

PORTLAND CEMENT CONCRETE, JOINTS AS INDICATED4

6" RIGID CONCRETE4

6" MINERAL

AGGREGATE BASE1

RIGID CONCRETE

X XX

6"x6" W2.9 x W2.9 WWF

24" MIN. SUBGRADE

COMPACTED TO 98%

STANDARD PROCTOR

J4 PAVEMENT SECTIONS

NOT TO SCALE

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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

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ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text H:\USPFO\47.252 - 118TH REPAIR VALVES & FIRE HYDRANTS BASEWIDE\02-DRAWINGS\SHEETS\C2 DETAILS.DWGPLOTTED ON:July 11, 2024 2:03 PM BY:TATE GERENJuly 11, 2024 2:03 PM BY:TATE GEREN2:03 PM BY:TATE GERENBY:TATE GERENTATE GEREN

AutoCAD SHX Text Nashville, Tennessee

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42" MIN.

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90° BEND

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01 COVER

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File details come from the government source that posted it. Updated Aug 16, 2024.