Plans - GA NP CHCH MULTI (1).pdf

PDF 27 MB Posted May 31, 2024

Attached to: Chickamauga and Chattanooga National Military Park
Solicitation number: 693C73-24-B-000013
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · May 31, 2024

This document is a Solicitation for the Chickamauga and Chattanooga National Military Park Project GA NP CHCH MULTI (1) in Walker and Catoosa Counties, Georgia, Solicitation Number 693C73-24-B-000013. The project consists of the rehabilitation of approximately 1.96 miles of Brotherton Road and 0.78 miles of Glenn-Viniard Road, including parking areas and pull-offs, within the Chickamauga and Chattanooga National Military Park. The work includes asphalt pavement removal, grading, subgrade stabilization, aggregate base, asphalt concrete pavement, riprap, removing and resetting stone masonry headwalls, aggregate-topsoil, signing, pavement markings, and other miscellaneous work. The project will be split into multiple work schedules/contract options, with the cost of the entire project expected to fall within the price range of $5,000,000 to $10,000,000. Sealed bids from certified Small Business Concerns only will be accepted, with the bid due date and location to be specified in the Solicitation. Bid documents will be issued on or about May 31, 2024, and can be downloaded from www.sam.gov. Prospective contractors must be registered in the System for Award Management (SAM) database prior to submitting an offer.

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Other files

File	Type	Posted
Results of Bid Opening - Project GA NP CHCH MULTI (1).pdf	PDF	Jul 11, 2024
Amendment 0002 - GA NP CHCH Multi (1).pdf	PDF	Jun 26, 2024
Amendment 0001 - GA NP CHCH Multi (1).pdf	PDF	Jun 21, 2024
Pavement Report - GA NP CHCH MULTI (1).pdf	PDF	May 31, 2024
IFB Solicitation - GA NP CHCH MULTI (1).pdf	PDF	May 31, 2024
VETS-4212 Form.pdf	PDF	May 31, 2024
Categorical Exclusion Form (NEPA) (NPS).pdf	PDF	May 31, 2024
ADV Bidders Qualifications Form.doc	DOC document	May 31, 2024
Categorical Exclusion Form (NEPA) (FHWA).pdf	PDF	May 31, 2024
Archeological GPR Survey - GA NP CHCH MULTI (1).pdf	PDF	May 31, 2024

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PLANS FOR PROPOSED

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

ADT (2023)

ADT (2043)

DHV

%Truck

V (MPH)

SPECIFICATIONS:

BRIDGE:

DESIGN DESIGNATION:

e(max)

C/A miscellaneous work.

aggregate-topsoil, signing, pavement markings, and other riprap, removing and resetting stone masonry headwalls, with cement, aggregate base, asphalt concrete pavement, Asphalt pavement removal, grading, subgrade stabilization

CATOOSA AND WALKER COUNTIES, GEORGIA

AND GLENN-VINIARD ROAD

REHABILITATION OF BROTHERTON ROAD

Administration

Federal Highway

U.S. Department of Transportation

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

NATIONAL MILITARY PARK

CHICKAMAUGA AND CHATTANOOGA

GA NP CHCH Multi (1)

PROJECT

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

ROAD: SURFACE BASE SUBGRADEROAD: WIDTH SURFACE BASE SUBGRADE

N/A

APRIL 2024

Project Manager

S. HAILEGIORGIS

Lead Designer

J. JOHNSON

Highway Design Manager

C. DORVIL

INTERSTATE

Scale in Miles

0 1 21 ½

Catoosa Co.Walker Co.

Hamilton Co.

Georgia

Tennessee

CHATTANOOGA

CHICKAMAUGA

ROSSVILLE

146146

W a lk e r C o

C a to o s a C o

South

B u s h R d

B u rn in g

EAST RIDGE

V a ll e y R d

H a p p y

D ie tz id g e R d

M is s io n

G a p l n d

Boynton

BridgeRd

INTERSTATE

Airport

Chattanooga

District

Archeological

Bend National Moccasin

Ruby Falls

Aquarium

Tennesse

L a k e

GA NP CHCH Multi (1)

PROJECT

57' & var.

17' & var.

41' & var.

15' & var.

0.75" GACP

1.5" GACP

N/A

6" GAB

1.5" GACP,

N/A

6" GAB

1.5" GACP,

N/A

(Cement)

12" Stabilization

N/A

(Cement)

12" Stabilization

Total project length = 2.72 Miles

LANE MILES:

Brotherton Rd Glenn-Viniard Rd

50/50

None

100/00

None

Parking Tour Stop 6 (rte. 936)

Glenn-Viniard Road (rte. 503)

(rte. 924)

Brotherton Picnic Area Parking

Brotherton Road (rte. 102) Know what'sbelow.

before you dig.Call

GA NP CHCH Multi (1)

PROJECT

Total project lane miles = 5.17 Miles

KEY MAP

STATE OF GEORGIA

SCALE IN MILES

800 40

ATLANTA

MACONCOLUMBUS

SAVANNAH

NORTH CAROLINA

S O

U T H C

A R

O L

AUGUSTA

A L

A B

A M

TENNESSEE

ATLANTIC

OCEAN

FLORIDA

INTERSTATE

20 INTERSTATE

INTERSTATE

95N

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

Construction Plan Brotherton Road

Erosion And Sediment Control Plan - Brotherton Road

Signing And Pavement Marking Plan

Standards And Details

DESCRIPTION

INDEX TO SHEETS

SHEET

A01

A02-A03

A05

B01-B08

D01-D08

M01

N01

S01-S27

Traffic Control Plan

K01-K05 Drainage Profiles

C01-C02 Tabulation of Quantities

Survey InformationA06-A07

N02-N04

Traffic Control Narrative

P01-P13

C03-C10 Summaries And Schedules

Horizontal Alignment InformationA08-A09

A04 Mileage Tabulation

D09-D12 Construction Plan Glenn-Viniard Road

D13 Construction Plan Parking Tour Stop 6

M02-M09

M10-M13

M14

Erosion And Sediment Control Plan - Glenn-Viniard Road

Erosion And Sediment Control Plan - Parking Tour Stop 6

Erosion And Sediment Control Narrative

D14

Traffic Counter System

Br ot he rto n

M c F a r v ie w D r

Rd Dr

Chickamauga Creek a m a

C re ek

Chick u g a

D15

Construction Plan Brotherton Picnic Area Parking

Cycle #6(miles)

Station to Station Length RIP Milepost/Schedule Description

Brotherton Road (Route 102)/Traffic Counters

Parking Tour Stop 6/Wilder Tower (Route 936)

Glenn-Viniard Road (Route 503)

Brotherton Road (Route 102)

153+25.00

400+20.00 to 406+26.32

300+40.00 to 340+83.42

151+09.26 to 204+35.12

100+85.00 to 150+52.31

0.00

0.38

0.77

1.01

0.94

F e b r u a r y

A M

B a s e .B

.U S

E n g in e e r in g

S o f tw a r e \O p e n

R o a d s D e s ig n e r C

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

S td s W

\C e ll

\F L

H C e ll s .c e l

PROJECT

NUMBER

SHEET

A01

NPS Drwg No. 301/192265NPS PMIS No. 246003

0.00EL.

BH TP

sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

SSD

SRS

sqyd sqft spa.

shldr.

sec.

SADT

S typ.

traf.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral traffic thread temporary bench mark township tangent distance

VPI

vph var.

V vertical point of intersection vehicles per hour varies design speed

W west mon.

min.

max.

MOD

monument minimum maximum mile post modification main line

No.

NMSA

N number nominal maximum size aggregate normal crown north

o. to o.

ohwm

o. c.

original ground outside diameter out to out ordinary high water mark on center pvmt.

PST

PSC

prop.

POT

POS

POE

POC

POB

pl.

PGL

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R route right required reinforcement rolled erosion control product roadway right-of-way range radius sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

SSD

SRS

sqyd sqft spa.

shldr.

sec.

SADT

1 6

SEC.

N 0

00000

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

hex.

hdwl.

inv.

jt.

high water hexagon headwall invert inside diameter joint ftg.

flg.

fin.

footing flange finish θs Ø ∆c

DY or DTY DW or DTW

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

cc or c. to c.

brg.

br.

bldg.

Asph

ASC

appr.

AMD

Agg

ADT

ACP

abut.

spiral central angle diameter curve central angle total central angle dotted yellow dotted white double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column corrugated metal pipe centerline center to center broken white bearing bridge balance point bench mark building baseline back asphalt aggregate surface course approach amendment ahead aggregate average daily traffic asphalt concrete pavement abutment expansion joint excavation existing edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation electric superelevation rate east exp. jt.

exc.

ex. or exist.

ESAL

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elec.

e E

lt. or LT Ls

LPSM

long.

LOD

lat.

lam.

L low water left length of spiral lump sum longitudinal Limits of Disturbance latitude lamination length of curve gnd or grnd galv.

GAB

ga.

hex.

hdwl.

ground galvanized graded aggregate base gage (gauge) high water hexagon headwall

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

M a rc h

S H

E E

R O

J E

C T

S \c h c h \m u lt i(

H W

Y D

E S

\C A

D D

\A -0

H C

R D s y m

.d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A02

NPS Drwg No. 301/173809 NPS PMIS No. 246003

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

GACPGyratory mix asphalt concrete pavement sidewalk (proposed)

Exposed aggregate concrete

(exposed aggregate)

Accessibility ramp, concrete

Pavement Overlay

Thin Lift Asphalt Concrete

PCC slabsPortland Cement Concrete slabs

GAB Graded aggregate base var.Varies

Sheet 2 of 2

M a r c h

H E

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \A

-0

H C

R D s y m .d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A03

U.S. DEPARTMENT OF TRANSPORTATION CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

M a r c h

M il e a g e T b

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \A

-0

H C

L o c

S u rv .d g n

MILEAGE TABULATION

PROJECT

NUMBER

SHEET

GA NP CHCH Multi (1) A04

INTERSTATE

C h a tt o o g a C h ic k a m a u g a R

C h ic k a m a u g a R

C h a tt o o g a

Catoosa Co.Walker Co.Georgia

CHATTANOOGA

OGLETHORPE

FORT

CHICKAMAUGA

ROSSVILLE

W a lk e r C o

C a to o s a C o

W e st

Ch ic ka m au ga

C re ek

South

C h ick a m a u g a Cr ee k

B u s h R d

EAST RIDGE

La ke v ie w D r.

H a p p y V a ll e y R d

D ie tz R d

Lytle R d.M is s io n id g

L a F a y e tt e

R d

G a p R d

M c F a rl a n d

Boynton Dr.

J a y 's

M il l R d

Br oth ert on

R d.

Rd.

Vi ni ar d-

R d

Chick

V itte to e a m a u g a

R d

B rid g eRd.Dyer

McFarland Rd.Gap

A le xa n de r

A lexan der' s

Reeds

Bridge

Rd.

NATIONAL MILITARY PARK

CHICKAMAUGA AND CHATTANOOGA

P o e

B a tt le li n e

R d

G le n n

K e ll y

R d

G le n n

Rd.

Viniard

100+85.00 to 150+52.31

Schedule A:

Schedule C: 300+40.00 to 340+83.42

153+25

Schedule D

151+09.26 to 204+35.12

Schedule B:

Tennessee

Schedule C: 400+20.00 to 406+26.32

SCALE IN MILES

0 0.5 1.0

U.S. DEPARTMENT OF TRANSPORTATION CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

M a r c h

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \A

-0

H C

L o c

S u rv .d g n

LOCATION MAP

PROJECT

NUMBER

SHEET

GA NP CHCH Multi (1) A05

REBAR w/CAP691.0611977934.3591794825.9982201

REBAR w/CAP691.4871977916.5251794637.5172111

REBAR w/CAP696.0201977557.2911794576.6952110

REBAR w/CAP704.8781977344.2151794383.3422109

REBAR w/CAP717.5701976947.9631794208.8302108

REBAR w/CAP728.7811976528.1831794205.4472107

REBAR w/CAP737.0211976262.9341794117.1592106

REBAR w/CAP733.8641975968.7801794072.0332105

REBAR w/CAP732.8361975459.3211794019.0292104

REBAR w/CAP723.0551975198.2871793878.1122103

REBAR w/CAP724.0131974832.0521793800.2702102

REBAR w/CAP738.3851974475.1231793395.3492101

REBAR w/CAP728.0911974179.5451793212.4962016

REBAR w/CAP736.4231973839.4681793060.4322015

REBAR w/CAP755.9471973488.4381792654.3352014

REBAR w/CAP762.7831973062.0761792300.1132013

REBAR w/CAP745.6351972628.8861791935.4372012

REBAR w/CAP753.6761972335.0061791787.1752011

REBAR w/CAP751.9991971998.2091791812.9622010

REBAR w/CAP742.7541971668.2301791642.6702009

REBAR w/CAP736.3021971287.5781791453.7582008

REBAR w/CAP751.5181970701.8651791283.7142007

REBAR w/CAP742.2991970447.9311791076.2002006

REBAR w/CAP753.3851969829.7031791117.8402005

REBAR w/CAP761.5671969465.0771791028.9552004

REBAR w/CAP755.8161969081.3761790981.5982003

REBAR w/CAP756.9651968601.5181790756.1332002

REBAR w/CAP749.4751968553.9841790357.3922001

TYPEELEV.EASTINGNORTHINGNAME

Project Control Points

Project Site : GA NP CHCH Multi (1)

Geoid Model : GEIOD12B (Conus)

Vert. Datum : NAVD 1988 (Conus)

Hor. Datum : NAD 1983 (Conus)

Zone : Georgia West 1002

Coordinate System : US State Plane 1983

Project Coordinate System x .8 ' C

M P

Ston e

EOP

8"Ø

Info

Monument

EOP

03CAP

8"Ø 210

CAP

30" Ø

PLACARD

CAP

8"Ø

28"Ø

CAP 15"

18"Ø

C A P

CAP

SL2

NAI

"Ø

CAP

20"Ø

15"Ø

12C

A P

24"Ø

12"Ø12 "Ø

"Ø

A P

"Ø

In fo rm at io n

SPEED LIMIT

CAP

S L

T B

A R

"Ø

15C

A P

16CAP

"Ø

C A P

"Ø

SL210

NAIL

C A P

6"Ø 8"Ø

6"Ø

10"Ø

6"Ø

CAP

28"Ø

Monument I nfo.

SLA20

02TBAR

SL210

NAIL

6"Ø 8"Ø

CAP

NTS

SL2002

NAIL

I N

.6 x .8 ' C

M P

NTS

CAP

10"Ø

SL2005

TBAR

18"Ø

SL2006

NAIL

"Ø

"Ø I

N V

3CAP

"Ø

NTS NTS NTS

EOP

12"Ø 20

CAP

22"Ø

12"Ø

In fo rm at io n

CAP

"Ø

CAP

"Ø

INFO

CAP

20"Ø

ROAD

BROTHERTON

CAP

STOP

NTS NTS NTS NTS NTS

NTSNTSNTSNTSNTS

NTS NTS NTS NTS NTS

NTS NTSNTSNTSNTS

NTS NTS NTS

NTS

°39

6' AZ 7

2.7 5°26.

42'

A Z

"Ø

W /R

8" Ø

24" Ø

CEDAR

36" Ø

WHIT

E O

12"Ø

CEDAR

24"Ø

CEDAR

JAY'S MILL

15"Ø

CEDAR

BROTHERTON

ROAD

JAY'S MILL

BROTHERTON

ROAD

A Z

AZ 79

.36°

56.3 5'

AZ 288.84°

39.49'

AZ 103.01°

55.19'

A Z

.8 7'

A Z .0

EED

AZ 269.5°

49.55'

A Z .0

A Z

AZ 93.15°

17.68'

24" Ø

AZ 7

1.8

6°109 .77

A Z

AZ 76

.21°28.1 7'

AZ 80.

09°

40.81

"Ø

N E

A Z .3

AZ 79

.46°

19.5 4'

A Z .7

A Z

AZ 107.86°

20.81'

AZ 6

9.3

7°12 .53

A Z

.82'

.72

A Z

A Z 3.

.8 4'

A Z

AZ 87.36°

61.76' A

Z .6

A Z

"Ø

N E

AZ 7

0.8

°96 .96

A Z .3

A Z

AZ 7

3.4

7°86.

11'A

Z .9

A Z

AZ 2

52.

31°27.

A Z

AZ 114.97°

89.34'

A Z

.5 6°13

.7 9'

A Z .9

AZ 121.85°

71.06'

"Ø

.8 6'

A Z

AZ 6

8.1

7°16 .22

A Z

AZ 90.69°

69.23'

AZ 263.6

48.51'

AZ 301.7°

21.02' AZ

A Z

.6 1°

3' AZ 97.42°

41.79'

A Z

AZ 105.72°

18.59'

AZ 86.83°

10.17'

AZ 7

0.6

9°26 .06

A Z

' AZ 78

.8° 30.0

AZ 113.24°

35.02'

"Ø

CEDAR

"Ø

REF

8"Ø

TWIN

15"Ø

W/REF

18"Ø

CEDAR

TWIN

18"Ø

CEDAR

"Ø

CEDAR

REF

15" Ø

CEDAR

24"Ø

W/REF

15"Ø

W/REF

"Ø

W H

E O

A K

"Ø

28"Ø

W/REF

"Ø

W /R

E F

"Ø

C E D

A R

X A N

D E R B

G E

R O

A D

S T O P

B R

O T H E R T O

R O

A D

W e e p H o le s

"Ø

C E D

A R

R E F

"Ø

REF

BALDWIN

MONUMENT

15"Ø

W/R

36"Ø

SYC TWIN

28"Ø

RED OAK

20"Ø

WHITE OAK

STOP

AZ 114.06°

63.29'

A Z .3

22"Ø

W/REF

"Ø

DEAD

"Ø

CEDAR

REF

AZ 261

.13°

33.7'

A Z

AZ 300.72°

16.13'

A Z

AZ 301.7°

12.42'

.7 1°

.4 7'

12"Ø

TWIN

"Ø

CEDAR

8"Ø

W/REF

BRAGG'S

HEADQUARTERS -

AZ 7

5.0

1°

79.

89'

AZ 82.97

21.56'A Z .3

A Z .2

70.89'AZ 104.27°

A Z

.0 5'

A Z .7

A Z

.3 3°

.9 7'

A Z 1.

1°

A Z .9

AZ 6

9.7

5°

A Z

AZ 76

.21°

138.66'

AZ 268.56°14

A Z .4

A Z .2

Azimuth shown is based on north axis at clockwise rotation.

NOTE:

U.S. DEPARTMENT OF TRANSPORTATION

BROTHERTON ROAD AND

BROTHERTON PICNIC AREA PARKING

CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

M a r c h

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \A

-0

H C

L o c

S u rv .d g n

SURVEY INFORMATION

PROJECT

A06

BOR BOR

CAP

20"Ø

24"Ø

SL1001

NAIL

x A

R P x

.8 'S x .0 'R

ONE WAY

REFLECTOR

CAP

36"Ø

C P x

SPEED

LIMIT

PLACARD

BRIGADE

DICK'S

CAP

36"Ø

6"Ø 6"Ø 5"Ø

W/REF

10"Ø

6"Ø

CAP

15"Ø

24"Ø

GLENN VINIARD ROAD

P x

S I D

.2 'S x .6 'R x

CAP

STOP

D E

R R

O A

CAP

18"Ø

D O

O T

E N T E R

18"Ø

SL1102

NAIL

A Z

T o C

P S

T o C o u n ty M

O N

NTS NTS NTS NTS

NTSNTSNTSNTS

NTS NTS NTS NTS

NTSNTS

17.59'

AZ 97.64°

A Z

49.12'

AZ 265.06°

A Z

°3

A Z

47.69'

AZ 99.38°

16.8'

A Z 128.54°

A Z

AZ 279.42°

19.34'

AZ 301.04°

12.05'

A Z

A Z .4

.6 4'

.1 7°

A Z 2.

1°

.6 7'

AZ 305.69°12.21'

AZ 280.81°

10.31'

AZ 265.66°

13.72'

A Z

AZ 6

8.8

°35 .7'

A Z

.7 1'

.6 5°

A Z 306.62° 11.31'

A Z

AZ 112.61°

30.09'

AZ 76

.47°

13.2 9'

34.17'

AZ 301.07°

AZ 121.82°

16.92'AZ 267.56°

6.75'

A Z

STOP

52.01'

AZ 120.67°

A Z .1

.57

AZ 6

8.2

9°

A Z

42"Ø

12"Ø

6"Ø

8"Ø

8"DIP x 29.7'

CAP

15"Ø

W/REF

10"Ø

6"Ø

8"Ø

CAP

15"Ø

28"Ø

18"Ø 6"Ø

CEDAR

8"Ø

CEDAR

5"Ø

W/REF

28"Ø

CEDAR

12"Ø

CAP

"Ø24"Ø

10"Ø

TRIPLE

5"Ø 8"Ø

CEDAR

8"Ø

CEDAR

8"Ø

W/REF

10"Ø

5"Ø

8"Ø

CAP

18"Ø

20"Ø 24"Ø

24"Ø

15"Ø

18"Ø

12"Ø

48"Ø

CEDAR

15"Ø

8"Ø

5"Ø

CAP

20"Ø

15"Ø

24"Ø

12"Ø

5"Ø 5"Ø

19.45'

266.4°

CAP 28"Ø

10"Ø

NAIL736.1791965307.8331786565.067SL1102

NAIL711.1251968295.1871784764.743SL1001

REBAR;CAP736.4131965393.1311786627.5131102

REBAR;CAP735.8321965285.1211786289.9591101

REBAR;CAP735.2281965715.6691786186.0911010

REBAR;CAP737.2261966194.3331786091.6651009

REBAR;CAP734.7441966296.5931785744.6601008

REBAR;CAP730.2091966457.3291785334.3021007

REBAR;CAP729.1811966412.4001784957.6321006

REBAR;CAP731.5061966611.7701784800.1041005

REBAR;CAP732.1551966896.5811784821.2421004

REBAR;CAP722.1341967229.5371784746.4321003

REBAR;CAP713.6141967928.5771784750.2731002

REBAR;CAP713.5571968355.5821784950.0051001

REMARKSELEVATIONEASTINGNORTHINGPOINT

GEOID MODEL: GEOID12B (CONUS)

VERTICAL DATUM: NAVD 1988

HORIZ. DATUM: NAD 1983 (CONUS)

ZONE: GEORGIA WEST 1002

COORDINATE SYSTEM: US STATE PLANE 1983

PROJECT COORDINATE SYSTEM

Azimuth shown is based on north axis at clockwise rotation.

NOTE:

U.S. DEPARTMENT OF TRANSPORTATION

GLENN-VINIARD ROAD AND

PARKING TOUR STOP 6 (WILDER TOWER)

CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

M a r c h

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \A

-0

H C

L o c

S u rv .d g n

SURVEY INFORMATION

PROJECT

A07

U.S. DEPARTMENT OF TRANSPORTATION

BROTHERTON ROAD

CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

M a r c h

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \A

-0

H C

L o c

S u rv .d g n

INFORMATION

HORIZONTAL ALIGNMENT

PROJECT

A08

INFORMATION

HORIZONTAL ALIGNMENT

PARKING TOUR STOP 6 (WILDER TOWER)

GLENN VINIARD ROAD AND

M a r c h

P R

O J E

C T

S \c h c h \m u lt i(

H W

Y D

E S

\C A

D D

\A -0

H C

L o c S u rv

A09

Shldr.

1' existing

Match existing

Match

Limits of disturbance

SUPERELEVATED SECTION

Limits of disturbance

1.5" - 6.5" Asphalt pavement and

Existing:Proposed:

1.5" - 6.5" Asphalt pavement and

Aggregate base (unknown depth)

CROWN SECTION

BROTHERTON ROAD

166+10.13 to 204+35.12, Schedule B

151+09.26 to 164+50.59, Schedule B

149+82.03 to 150+52.31, Schedule A

119+43.00 to 148+32.33, Schedule A

100+85.00 to 117+80.00, Schedule A existing

Match

Travel lane

7.5'±

Aggregate base (unknown depth) existing

Match

Travel lane

7.5'±

Travel lane

7.5'±

Travel lane

7.5'±

Shldr.

NO SCALE

Proposed:

Existing:

LCLC

Existing ground

166+10.13 to 204+35.12, Schedule B

151+09.26 to 164+50.59, Schedule B

149+82.03 to 150+52.31, Schedule A

119+43.00 to 148+32.33, Schedule A

100+85.00 to 117+80.00, Schedule A

TYPICAL SECTIONS

BROTHERTON ROAD AND

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

Existing ground

PULL-OFF AREAS 1, 3, 4, 5, AND 6

NOTES:

with prior approval by the CO.

clearing for fiber roll installation and other work may be permitted

Do not remove any trees without prior approval of the CO. Minor according to Section 625.

Establish turf on all disturbed areas, except paved or rock surfaces, inch below the top edge of asphalt pavement.2 aggregate-topsoil course. Place top of aggregate-topsoil course

Grade shoulders to reestablish positive drainage prior to placing

Match the existing pavement grades and cross slopes.3.

Detail A

See Pavement Structure Details, Detail A

See Pavement Structure Details, are within 30 feet of the work area. See Subsection 107.02.

Place protective fencing around all monuments and markers that

Do not disturb existing markers and monuments.

Shldr.

Pull-offs 1, 3, 4, 5, and 6 (Lt./Rt.)

10' and var.

Detail B or Detail D

See Pavement Structure Details, PULL-OFF AREA

BROTHERTON ROAD

188+51.43 to 189+78.90 RT, Schedule B

167+81.23 to 169+26.06 RT, Schedule B

164+50.59 to 166+10.13 LT, Schedule B

156+55.05 to 157+69.47 LT, Schedule B

117+80.00 to 119+40.00 LT, Schedule A

Shldr.

Limits of disturbance

E d g e o f P a v e m e n t existing

Match

A p r il

D e f a u lt

U s e r s \k a s h if .k h a n

\D e s k to p

P r o je c ts

O L

\C A

D D

C H

M u lt i( ty p

.d g n B01

PROJECT

NOTES:

TYPICAL SECTIONS

BROTHERTON ROAD WITH STONE-LINED DITCH

CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARKNO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SUPERELEVATED SECTION

BROTHERTON ROAD

Limits of disturbance

1.5" - 6.5" Asphalt pavement and existing

Match

LC Aggregate base (unknown depth)

Travel lane

7.5'±

Travel lane

7.5'±

Shldr.

Proposed:

Existing:

Existing ground

164+50.59 to 166+10.13, Schedule B

117+80.00 to 119+43.00, Schedule A

Limits of disturbance

Existing:

1.5" - 6.5" Asphalt pavement and

Aggregate base (unknown depth)

CROWN SECTION

BROTHERTON ROAD

151+09.26 to 204+35.12, Schedule B

100+85.00 to 150+52.31, Schedule A

Travel lane

7.5'±

Travel lane

7.5'±

LCLC

Existing

LCLC

Proposed

Note 4

See

0 to 1'

Var.

Existing ground with prior approval by the CO.

clearing for fiber roll installation and other work may be permitted

Do not remove any trees without prior approval of the CO. Minor according to Section 625.

Establish turf on all disturbed areas, except paved or rock surfaces, inch below the top edge of asphalt pavement.2 aggregate-topsoil course. Place top of aggregate-topsoil course

Grade shoulders to reestablish positive drainage prior to placing

Buffer

2' (min.)Shift

0-1' edge of pavement and the stone ditches.

Section 668 to maintain a minimum 2-foot buffer between the ditches are encountered, adjust the centerline according to before beginning ground disturbing activities. When stone-lined the presence of stone-lined ditches according to Section 623

The location of the stone-lined ditches are approximate. Check for 4.

hand according to Subsection 303.03.

the CO. Perform the reconditioning work in stone-lined ditches by

Recondition ditches where shown in the plans or as directed by

(See Notes 4 and 5)

Stone-lined ditch existing

Match existing

Match

Match the existing pavement grades and cross slopes.3.

existing

Match

Shldr.

Detail A

See Pavement Structure Details, Detail A

See Pavement Structure Details, feet of the work area. See Subsection 107.02.

fencing around all monuments and markers that are within 30

Do not disturb existing markers and monuments. Place protective LCLC

Existing

Note 4

See

0 to 1'

Var.

Proposed existing

Match existing

Match (See Notes 4 and 5)

Stone-lined ditch

Buffer

(min.)2'

A p r il

D e f a

U s e r s \k a s h if

.k h a n \D e s k to p \0

P r o je c ts

\3 C

O L

B \C

\C A

D D

\B B

H C

H M u lt i( ty p .d g n

B02

PROJECT

1.5" Asphalt pavement and

Existing:Proposed:

Aggregate base (unknown depth)

Existing: Proposed:

1.5" - 6.5" Asphalt pavement

Aggregate base (unknown depth) existing

Match

BROTHERTON PICNIC AREA PARKING

148+32.33 to 149+82.03, Schedule A

Limits of disturbance

Median

48' and var.

Picnic area parking

40' and var.

Travel lane

15' and var.

existing

Match

Shldr.

1' existing

Match

LCLC

Existing ground

BROTHERTON ROAD AND

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

BROTHERTON PICNIC AREA PARKING

Detail A

See Pavement Structure Details, with prior approval by the CO.

clearing for fiber roll installation and other work may be permitted

Do not remove any trees without prior approval of the CO. Minor according to Section 625.

Establish turf on all disturbed areas, except pavedor rock surfaces, NOTES:

inch below the top edge of asphalt pavement.2 aggregate-topsoil course. Place top of aggregate-topsoil course

Grade shoulders to reestablish positive drainage prior to placing

ditches by hand according to Subsection 303.03.

by the CO. Perform the reconditioning work in stone-lined

Recondition ditches where shown in the plans or as directed

Match the existing pavement grades and cross slopes.3.

Detail C

See Pavement Structure Details, are within 30 feet of the work area. See Subsection 107.02.

Place protective fencing around all monuments and markers that

Do not disturb existing markers and monuments.

A p r il

D e f a

U s e r s \k a s h if .k h a n

\D e s k to p

P r o je c ts

O L

\C A

D D

C H

M u lt i( ty p

.d g n

B03

PROJECT

GLENN-VINIARD ROAD

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CROWN SECTION

GLENN-VINIARD ROAD

300+40.00 to 340+83.42, Schedule C

Limits of disturbance

4.75" to 8" Asphalt pavement and

SUPERELEVATED SECTION

GLENN-VINIARD ROAD

existing

Match

Existing:Proposed:

Travel lane

17'±

Shldr.

Aggregate base (unknown depth) existing

Match

LCLC

Existing ground

Aggregate base (unknown depth)

Travel lane

8.5'±

LCLC

Proposed

Buffer

(min.)2'Shift

0-1'

4.75" to 8" Asphalt pavement and

Match (See Notes 4 and 5) stone-lined ditch

Shldr.

Existing ground

Detail D

See Pavement Structure Details, Detail D

See Pavement Structure Details, 300+40.00 to 340+83.42, Schedule C

Pull-off area #7

10' and var.

Shldr.

Existing

Match

Detail D

See Pavement Structure Details, Limits of disturbance

PULL-OFF AREA

GLENN-VINIARD ROAD

with prior approval by the CO.

clearing for fiber roll installation and other work may be permitted

Do not remove any trees without prior approval of the CO. Minor according to Section 625.

Establish turf on all disturbed areas, except paved or rock surfaces, NOTES:

inch below the top edge of asphalt pavement.2 aggregate-topsoil course. Place top of aggregate-topsoil course

Grade shoulders to reestablish positive drainage prior to placing

edge of pavement and the stone ditches.

Check for The location of the stone-lined ditches are approximate. 4.

hand according to Subsection 303.03.

the CO. Perform the reconditioning work in stone-lined ditches by

Recondition ditches where shown in the plans or as directed by

Match the existing pavement grades and cross slopes, unless 3.

are within 30 feet of the work area. See Subsection 107.02.

Place protective fencing around all monuments and markers that

Do not disturb existing markers and monuments.

302+79 to 303+95 LT, Schedule C

Note 4

See

0 to 1'

Var.

E d g e o f P a v e m e n t

2% otherwise noted in the plans or as directed by the CO.

A p r il

D e f a

U s e r s \k a s h if

.k h a n \D e s k to p \0

P r o je c ts

\3 C

O L

B \C

\C A

D D

\B B

H C

H M u lt i( ty p .d g n

B04

PROJECT

PARKING TOUR STOP 6 (WILDER TOWER)

400+20.00 to 401+20.00 Schedule C existing

Match existing

Match

Limits of disturbance and 6" aggregate base

Approx. 4" asphalt pavement

Existing ground

Proposed: Existing:

Travel lane

9'±

Shldr.

PARKING TOUR STOP 6 (WILDER TOWER)

401+20.00 to 403+18.35 Schedule C existing

Match existing

Match

Limits of disturbance and 6" aggregate base

Approx. 4" asphalt pavement

Existing ground

Proposed: Existing:

Travel lane

9'±

Shldr.

Notes:

where directed by the CO (see Note 4)

Asphalt concrete pavement patch, type 2, NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PARKING TOUR STOP 6 (WILDER TOWER)

CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

NO SCALE

Type I or Type II, brown aggregate, PG 64-22)

Thin lift asphalt concrete pavement (¾-inch depth, SHEET 1 OF 2 with prior approval by the CO.

clearing for fiber roll installation and other work may be permitted

Do not remove any trees without prior approval of the CO. Minor

Match the existing pavement grades and cross slopes.3.

encountered at time of construction.

asphalt concrete pavement patching limits based on conditions

Tour Stop 6 (Wilder Tower) Sheet 2 of 2. The CO will determine

See Asphalt Concrete Pavement Patch, Type 2 Detail on Parking

fill cracks wider than ½-inch prior to placing overlay.

-inch to ½-inch in width. Clean and 4

Clean and seal cracks that are

6. Remove existing pavement markings prior to placing overlay.

tar, asphalt overspray, and surface treatment.

Protect all curbs, sidewalks, walls, and other appurtenances from are within 30 feet of the work area. See Subsection 107.02.

Place protective fencing around all monuments and markers that

Do not disturb existing markers and monuments.

according to Section 625.

Establish turf on all disturbed areas, except paved or rock surfaces, 8.

Type I or Type II, brown aggregate, PG 64-22)

Thin lift asphalt concrete pavement (¾-inch depth, Non-tracking hot applied polymer asphalt tack coat

Non-tracking hot applied polymer asphalt tack coat

A p r il

D e f a

U s e r s \k a s h if

.k h a n \D e s k to p \0

P r o je c ts

\3 C

O L

B \C

\C A

D D

\B C

H C

H M u lt i( ty p .d g n

TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

B05 ground

PARKING TOUR STOP 6 (WILDER TOWER)

Parking area

26.5' and var.

403+18.35 to 406+26.32, Schedule C

11'±

Shldr.

Parking area

26.5' and var.

existing

Match

Limits of disturbance

Proposed: Existing:

Median

6' and var.

existing

Match

LCLC

Milling (var. depth)

Taper

4' and varies 1.5%

403+18.35 to 406+26.32, Schedule C protect in place

Existing curb, " (see Note 7)4 depth varies 0" to

Mill existing ACP, and Thin Lift ACP Overlay Detail

See Variable Asphalt Pavement Milling

AND THIN LIFT ASPHALT CONCRETE PAVEMENT OVERLAY

ASPHALT PAVEMENT MILLING (VARIABLE DEPTH)

Approx. 4" asphalt pavement and 6" aggregate base and 6" aggregate base

Approx. 4" asphalt pavement pavement asphalt

Existing course base aggregate

Existing

Pay limits

Varies (See Note 4)

4" Asphalt pavement milling

Asphalt tack coat (typ.)

NMSA, 0.3 to <3 million ESAL"8

2" GACP,

Match existing

<3 million ESAL NMSA, 0.3 to "8

2" GACP,

Notes:

curb, protect in place

Existing sidewalk and

Milling (var. depth)

4' Milling (var. depth)

4' polymer asphalt tack coat

Non-tracking hot applied

Non-tracking hot applied polymer asphalt tack coat

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PARKING TOUR STOP 6 (WILDER TOWER)

CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

NO SCALE SHEET 2 OF 2

with prior approval by the CO.

clearing for fiber roll installation and other work may be permitted

Do not remove any trees without prior approval of the CO. Minor

are within 30 feet of the work area. See Subsection 107.02.

Place protective fencing around all monuments and markers that

Do not disturb existing markers and monuments.

Match the existing pavement cross slopes.3.

conditions encountered at time of construction.

determine asphalt concrete pavement patching limits based on

See Asphalt Concrete Pavement Patch, Type 2 Detail. The CO will

fill cracks wider than ½-inch prior to placing overlay.

-inch to ½-inch in width. Clean and 4

Clean and seal cracks that are

tar, asphalt overspray, and surface treatment.

Protect all curbs, sidewalks, walls, and other appurtenances from

existing curb reveal.

Match the existing pavement grade at curbs in order to maintain the according to Section 625.

Establish turf on all disturbed areas, except paved or rock surfaces, 8.

where directed by the CO (see Note 4)

Asphalt concrete pavement patch, type 2, where directed by the CO (see Note 4)

Asphalt concrete pavement patch, type 2, Type I or Type II, brown aggregate, PG 64-22)

Thin lift asphalt concrete pavement (¾-inch depth, Type I or Type II, brown aggregate, PG 64-22)

Thin lift asphalt concrete pavement (¾-inch depth, cross slope

Match existing

Non-tracking hot applied polymer asphalt tack coat

A p r il

D e f a

U s e r s \k a s h if

.k h a n \D e s k to p \0

P r o je c ts

\3 C

O L

B \C

\C A

D D

\B C

H C

H M u lt i( ty p .d g n

A p r il

D e f a

U s e r s \k a s h if

.k h a n \D e s k to p \0

P r o je c ts

\3 C

O L

B \C

\C A

D D

\B C

H C

H M u lt i( ty p .d g n

A p r il

D e f a

U s e r s \k a s h if

.k h a n \D e s k to p \0

P r o je c ts

\3 C

O L

B \C

\C A

D D

\B C

H C

H M u lt i( ty p .d g n

TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

B06

NPS Drwg No. 301/173809 NPS PMIS No. 246003

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 DETAIL

or pull-off (Lt./Rt.)

existing

Match

3" Aggregate-topsoil

Shoulder reconditioning

STABILIZATION (CEMENT)

RECONSTRUCTION WITH SUBGRADE

FULL DEPTH ASPHALT PAVEMENT

DETAIL A

AGGREGATE SURFACE COURSE, 4-INCH DEPTH

DETAIL B

Shldr.

4" Roadway excavation asphalt, 1.5-inch depth

Removal of pavement, existing

Match

ASPHALT PAVEMENT RECONSTRUCTION, 1.5-INCH DEPTH

DETAIL C

protect in place

Existing curb and gutter, protect in place

Existing concrete sidewalk, Picnic area parking

40' and var.

geotextile, Class 2, Type E Separation-stabilization

Shldr.

Existing ground

0" - 6.5" depth

Removal of pavement, asphalt, 2.5" - 9" depth

Roadway excavation, 6" Aggregate base, grading C or D

(brown aggregate) 4" Aggregate surface course

12" Subgrade stabilization (cement)

Asphalt tack coat

(Lt./Rt.)

Travel lane

Existing ground

Removal of pavement, asphalt, 0" to 8" depth

Roadway excavation, 1" to 9" depth

6" Aggregate base, grading C or D

2% existing

Match

STABILIZATION (CEMENT)

RECONSTRUCTION WITH SUBGRADE

FULL DEPTH ASPHALT PAVEMENT

DETAIL D

3" Aggregate-topsoil

Shoulder reconditioning

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NO SCALE

PAVEMENT STRUCTURE DETAILS

3" Aggregate-topsoil Shoulder reconditioning

(type IV roughness, brown aggregate, PG 64-22) " NMSA, 0.3 to <3 million ESAL8

1.5" GACP,

pull-off (Lt.)

10' and var.

12" Subgrade stabilization (cement)

Asphalt tack coat

(type IV roughness, brown aggregate, PG 64-22)

" NMSA, 0.3 to <3 million ESAL8

1.5" GACP,

(type IV roughness, brown aggregate, PG 64-22)

" NMSA, 0.3 to <3 million ESAL8

1.5" GACP,

(PG 64-22)

, 0.3 to <3 million ESAL NMSA"8

, 1.5" GACP

(PG 64-22)

, 0.3 to <3 million ESAL NMSA"8

, 1.5" GACP

M a r c h

D e f a

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \B

-0

H C

H M u lt i( ty p .d g n

PROJECT

GA NP CHCH Multi (1) B07

FEDERAL HIGHWAY ADMINISTRATION

NO SCALE WITH EXISTING CEMENT TREATED BASE

BROTHERTON ROAD AND GLENN-VINIARD ROAD

Shldr.

1' existing

Match existing

Match

Limits of disturbance

Existing:Proposed:

1.5" - 8.5" Asphalt pavement and

Aggregate base (unknown depth)

BROTHERTON ROAD & GLENN-VINIARD ROAD

Travel lane

.5'±7.5'± - 8

Details E and F

See Pavement Structure Details, 300+40.00 to 340+83.42, Schedule C

151+09.26 to 204+35.12, Schedule B

100+85.00 to 150+52.31, Schedule A with prior approval by the CO.

clearing for fiber roll installation and other work may be permitted

Do not remove any trees without prior approval of the CO. Minor and according to Section 625.

Establish turf on all disturbed areas, except paved or rock surfaces, inch below the top edge of asphalt pavement.2 aggregate-topsoil course. Place top of aggregate-topsoil course

Grade shoulders to reestablish positive drainage prior to placing

Match the existing pavement grades and cross slopes.

are within 30 feet of the work area. See Subsection 107.02.

Place protective fencing around all monuments and markers that

Do not disturb existing markers and monuments.

NOTES:

Cement treated base

(unknown depth)

(Lt./Rt.)

Travel lane

Existing ground

Removal of pavement, asphalt, 1.5" depth

CEMENT TREATED BASE

RECONSTRUCTION WITH EXISTING

FULL DEPTH ASPHALT PAVEMENT

DETAIL E (BROTHERTON ROAD)

3" Aggregate-topsoil

Shoulder reconditioning

CEMENT TREATED BASE

RECONSTRUCTION WITH EXISTING

FULL DEPTH ASPHALT PAVEMENT

DETAIL F (GLENN-VINIARD ROAD)

(type IV roughness, brown aggregate, PG 64-22)

" NMSA, 0.3 to <3 million ESAL8

1.5" GACP,

Asphalt tack coat

encountered.

Remove existing cement treated base or PCC slabs when

Removal of pavement, concrete

12" Subgrade stabilization (cement)

(cement treated base or PCC slabs)

6" Aggregate base, grading C or D

(PG 64-22)

, 0.3 to <3 million ESAL NMSA"8

, 1.5" GACP

(Lt./Rt.)

Travel lane

Existing ground

Removal of pavement, asphalt, 8.5" depth

3" Aggregate-topsoil

Shoulder reconditioning

Asphalt tack coat

12" Subgrade stabilization (cement)

6" Aggregate base, grading C or D

of 9 inches, as approved by the CO.

excavate below cement treated base or PCC slabs to a total depth

Prior to application of 12-inch subgrade stabilization with cement, Removal of pavement, concrete

(cement treated base or PCC slabs)

(type IV roughness, brown aggregate, PG 64-22)

" NMSA, 0.3 to <3 million ESAL8

1.5" GACP,

(PG 64-22)

, 0.3 to <3 million ESAL NMSA"8

, 1.5" GACP

M a r c h

D e f a

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \B

-0

H C

H M u lt i( ty p .d g n

PROJECT

GA NP CHCH Multi (1) B08

SCHEDULE BSCHEDULE A SCHEDULE BSCHEDULE A

OFFICE OF FEDERAL LANDS HIGHWAY

M a r c h

T A

B O

F Q

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \C

-0

H C

(1 ta b .d g n

TABULATION OF QUANTITIES

PROJECT

C01

SCHEDULES A AND B

SCHEDULE C SCHEDULE DSCHEDULE C SCHEDULE D

OFFICE OF FEDERAL LANDS HIGHWAY

:0 p r il

T A

B O

F Q

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \C

-0

H C

(1 ta b .d g n

TABULATION OF QUANTITIES

PROJECT

C02

SCHEDULES C AND D

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

R o a d s D e s ig n e r C

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

S td s W

\C e ll

\F L

H C e ll s .c e l

SUMMARIES AND SCHEDULES

PROJECT

NUMBER

SHEET

GA NP CHCH Multi (1) C03

NPS PMIS No. 246003 NPS Drwg No. 301/173809

SCHEDULES A, B AND C

EARTHWORK SUMMARY - SCHEDULE A

EARTHWORK SUMMARY - SCHEDULE B

EARTHWORK SUMMARY - SCHEDULE C

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

R o a d s D e s ig n e r C

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

S td s W

\C e ll

\F L

H C e ll s .c e l

SUMMARIES AND SCHEDULES

PROJECT

C04

SCHEDULES A AND B

NPS PMIS No. 246003 NPS Drwg No. 301/173809

PAVEMENT SUMMARY - SCHEDULE A

PAVEMENT SUMMARY - SCHEDULE B

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

R o a d s D e s ig n e r C

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

S td s W

\C e ll

\F L

H C e ll s .c e

SUMMARIES AND SCHEDULES

SHEET

GA NP CHCH Multi (1) C05

SCHEDULE C

PAVEMENT SUMMARY - SCHEDULE C

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

R o a d s D e s ig n e r C

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

S td s W

\C e ll

\F L

H C e ll s .c e

C06

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

R o a d s D e s ig n e r C

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

S td s W

\C e ll

\F L

H C e ll s .c e l

SUMMARIES AND SCHEDULES

PROJECT

NUMBER

GA NP CHCH Multi (1) C07

SCHEDULE C

N o v e m b e r

B a s e .B

E n g in e e r in g S o f tw a r e \O p e n R o a d s D e s ig n e r C

\C o n f ig u r a ti o n \O r g a n iz a ti o n C iv il

\F L

H S td s W

S .1

\C e ll

\F L

H C e ll s .c e l

SUMMARIES AND SCHEDULES

PROJECT

C08

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

R o a d s D e s ig n e r C

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

S td s W

\C e ll

\F L

H C e ll s .c e

GA NP CHCH Multi (1) C09

SCHEDULES A, B, AND C

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

R o a d s D e s ig n e r C

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

S td s W

\C e ll

\F L

H C e ll s .c e

C10

V 685.67'

V 685.73'

V 685.72'

N E B

O X

30"W x36"H x20.8'

V 685.85'

N E B

O X

30"W x36"H x20.7'

V 685.87'

V 686.07'

N E B

O X

28"W x34"H x21.3'

.0 1'

.5 4'

STO

3' W x?

Hx2 9.

C A P

SL2110

NAIL

CAP

N77°30'19"W

S89°54'49"W

S65°52' 16"W

S4 7°

'41

P O

4 1

21+ 74.55

M A T

C H L

BR-curve 1 BR-curve 2 BR-curve 3JR-curve

Brotherto n Road

BEGIN CONSTRUCTION

BROTHERTON ROAD

100+85.00

N 1977895.7526

E 1794632.5948

Ja y 's M il l R o a d

BR-curve 3

Note:

BR-curve 2

Existing EOP

Recondition ditches where directed or approved by the CO. Prior to reconditioning ditches, locate historic stone-lined ditches according to Section 623. Preserve stone-lined ditches according to Section 303.

headwall

Repoint stone masonry

BR-curve 1 headwalls

Repoint stone masonry

Proposed EOP

Construction centerline

CAP

A B

A N

D O

B O

X C

U L V

E R

CAP

S68°48'54"W

8 1

M A

T C

H L I N

M A T C

H L

Brotherton R oad

Recondition ditches where directed or approved by the CO. Prior to reconditioning ditches, locate historic stone-lined ditches according to Section 623.

Preserve stone-lined ditches according to Section 303.

Note:

Existing EOP

Proposed EOP

BR-curve 4

Construction centerline

BR-curve 5

SCALE IN FEET

0 25 50

SCHEDULE A

100+00 TO 114+00

U.S. DEPARTMENT OF TRANSPORTATION CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

BROTHERTON ROAD

CONSTRUCTION PLAN

M a r c h

P la n

S h e t]

P R

O J E

C T

S \c h c h \m u lt i(

H W

Y D

E S

\C A

D D

\D -0

H C

L N

D01

CAP

P O

U T

L A

Y x

I N

V .4

I N

V .3

CAP

5 1

S87°25'55"W

S69° 08'5

0"W

7 1

M A

T C

H L I N

M A

T C

H L I N

Brotherton Road

2. Recondition ditches where directed or approved by the CO. Prior to reconditioning ditches, locate historic stone-lined ditches according to Section 623. Preserve stone-lined ditches according to Section 303.

1. Furnish stone masonry caps to replace missing headwall stone (6' long x 2' deep x 9" high)

Notes:

Existing EOP

Proposed EOP

BR-curve 6

Note 1). Clean culvert.

masonry headwall (See

Remove and reset stone

BR-curve 7

Construction centerline

(See typical sections)

Pull-off area #1

BR-curve 7

CAP

BOR

S81°55'33"W

7 1

M A

T C

H L I N

M A

T C

H L

Brotherton Road

Note:

Existing EOP

Proposed EOP

Construction centerline

BR-curve 8

SCALE IN FEET

0 25 50

114+00 TO 128+00

BROTHERTON ROAD

CONSTRUCTION PLAN1

M a r c h

P la n

S h e

P R

O J E

C T

S \c h c h \m u lt i(

H W

Y D

E S

\C A

D D

\D -0

H C

L N

D02

O N

E B

O X

W x H x .4

V .0

V .2

SL2102

NAIL

CAP

S63°30'27"W

S83°58'12"W

C 1

M A

T C

H L

M A T

C H L

Brotherton Road

Existing EOP

Recondition ditches where directed or approved by the CO. Prior to reconditioning ditches, locate historic stone-lined ditches according to Section 623.

Preserve stone-lined ditches according to Section 303.

Note:

masonry headwall

Remove and reset stone masonry headwall

Remove and reset stone

Proposed EOP

BR-curve 9

BR-curve 10

BR-curve 10BR-curve 9

Construction centerline

CAP

BOR

CAP

BOR

S45°42'02"W

M A

T C

H L I N

M A

T C

H L

Brotherton R oad

Existing EOP

BR-curve 11

Construction centerline

Proposed EOP

BR-curve 11

(Do not disturb)

Pull-off area #2

128+00 TO 142+00

CONSTRUCTION PLAN

M a r c h

P la n

S h e

P R

O J E

C T

S \c h c h

\m u lt i(

H W

D E

S \C

A D

D \D

-0

H C

L N

D03

V . 7

I N

V .0

CAP

O N

E B

O X

W x H x .5

S67°46'03"W

M A

T C

H L I N

M A

T C

H L I N

Brotherton Road

Note:

backfill voids using lean conc.

headwalls and repair

Repoint stone masonry

BR-curve 12

BR-curve 11

BR-curve 12BR-curve 11

Existing EOP

Proposed EOP

Construction centerline

I N

V . 7

Weep H oles

2 - 4"

INV. 74

8.26

SL2014

TBAR

INV. 75

0.31'

I N

V . 7

I N

V . 7

BOR

CAP

BOR

C P x

18" R CP x 45

.0'

M P x

BOR

N '4

S43°52'58"W

S44°39'01"W

M A

T C

H L I N

M A

T C

H L I N

A le x a n d e r 's B r id g e R o a d

Note:

Proposed EOP BR-curve 13

BR-curve 13ABR-curve 1

Brotherton Picnic Area Parking

See Construction Plan to remain

Existing culvert reset gate

Remove and

Construction centerline reset gate

Remove and

END SCHEDULE A

BROTHERTON ROAD

150+52.31

BROTHERTON ROAD

151+09.26

BEGIN SCHEDULE B

Brotherton Road

Plan 8

1"=50'

142+00 TO 154+00

M a r c h

P la n

S h e

P R

O J E

C T

S \c h c h \m u lt i(

H W

Y D

E S

\C A

D D

\D -0

H C

L N

D04

CAP

S51°43'41"W S48°34'56"W

M A

T C

H L I N

M A

T C

H L I N

Brotherton Road

Pull-off area #3

Construction centerline

Note:

Existing EOP

Proposed EOP

BR-curve 14

I N

V . 7

I N

V . 7

CAP

BOR

CAP

S T

O N

E B

O X

.5 'W x 'H x .6

BOR

S5 0°

'16

S54 °51 '30

S88°06'44"W

C 1

3 1

M A T

C H L

M A T

C H L

Brotherton Road

Recondition ditches where directed or approved by the CO. Prior to reconditioning ditches, locate historic stone-lined ditches according to Section 623.

Preserve stone-lined ditches according to Section 303.

Note:

Proposed EOP stump (26" diameter)

Remove individual

Construction centerline

Existing EOP

BR-curve 15

BR-curve 15 masonry headwalls

Remove and reset stone channel (20' x 6' x 8") to grade of upstream rock and gravel down

Remove berm of loose channel (20' x 6' x 8") gravel down to grade of downstream

Remove berm of loose rock and tree to remain

Existing 19" diameter

Pull-off area #4

Detail E157-08, and Detail E157-09 culvert. See Drainage Cross Sections, Remove and install 24" concrete pipe

SCHEDULE B

154+00 TO 168+00

M a r c h

P la n

S h e

P R

O J E

C T

S \c h c h \m u lt i(

H W

Y D

E S

\C A

D D

\D -0

H C

L N

D05

CAP

S89°23'34"W

S59°51 '02"W

1 1 2 1 3 1

M A T

C H L

M A

T C

H L I N

Brothe rton Ro ad

Existing EOP

Note:

Pull-off area #5

BR-curve 16

Proposed EOP

BR-curve 16

BR-curve 17

Construction centerline

I N

V . 7

I N

V . 7

CAP

S T

O N

E B

O X

'W x 'H x

BOR

S70°25'11"W S71°17'13"W S71°43'09"W S72°06'52"W

M A

T C

H L I N

M A

T C

H L I N

Brotherton Road

Existing EOP

1. Recondition ditches where directed or approved by the CO. Prior to reconditioning ditches, locate historic stone-lined ditches according to Section 623.

Preserve stone-lined ditches according to Section 303.

2. Remove and reset historic stone masonry headwalls.

Notes:

BR-curve 17

BR-curve 17 with lean conc. backfill.

backfill headwall pads masonry headwalls and

Remove and reset stone

Proposed EOP channel (30' x 12' x 8").

gravel down to grade of downstream

Remove berm of loose rock and

Construction centerline

168+00 TO 182+00

M a r c h

P la n

S h e

P R

O J E

C T

S \c h c h \m u lt i(

H W

Y D

E S

\C A

D D

\D -0

H C

L N

D06

V . 7

CAP

SL2006

NAIL

CAP

S T

O N

E B

O X

W x H x .4

S72°06'52"W

S5 3°0

2'0 6"W

N89°33'07"W

N87°59'39"W

3 1

5 1

M A

T C

H L I N

M A T

C H L

Bro the rto n R oa d

Recondition ditches where directed or approved by the CO. Prior to reconditioning ditches, locate historic stone-lined ditches according to Section 623.

Preserve stone-lined ditches according to Section 303.

Note:

masonry headwalls

Remove and reset stone

Existing EOP

BR-curve 18

BR-curve 19

Construction centerline

BR-curve 18 BR-curve 19

(60' x 6' x 8") down to grade of downstream channel

Remove berm of loose rock and gravel

Proposed EOP

I N

V . 7

I N

V . 7

BOR

SL2005

TBAR

CAP

S T

O N

E B

O X x x .4

BOR

N87°35'46"W S78°35 '50"W

S79°00 '02"W

M A

T C

H L I N

M A

T C

H L I N

Brotherton Road

Pull-off area #6

Recondition ditches where directed or approved by the CO. Prior to reconditioning ditches, locate historic stone-lined ditches according to Section 623.

Preserve stone-lined ditches according to Section 303.

Note:

Proposed EOP

Existing EOP

BR-curve 20 and clean culvert

Repoint headwalls

BR-curve 20 concrete backfill (4' x 4' x 8")

Fill voids and corners with lean

Construction centerline

(60' x6' x8") down to grade of downstream channel

Remove berm of loose rock and gravel

(100' x 6' x 8") down to grade of downstream channel

Remove berm of loose rock and gravel

182+00 TO 196+00

M a r c h

P la n

S h e

P R

O J E

C T

S \c h c h \m u lt i(

H W

Y D

E S

\C A

D D

\D -0

H C

L N

D07

I N

N E B

O X

'W x 'H x

SLA2002

TBAR

BOR755

CAP

BOR

S79°00'02"W

S78°46'50"W

S78°58'10"W

S61° 30'1

3"W

1 2

M A

T C

H L I N

M A

T C

H L I N

Broth erton

Road

Existing EOP

1. Recondition ditches where directed or approved by the CO. Prior to reconditioning ditches, locate historic stone-lined ditches according to Section 623.

Preserve stone-lined ditches according to Section 303.

Notes:

BR-curve 21

Proposed EOP

BR-curve 22

Construction centerline

BR-curve 21 BR-curve 22

See Note 2

See Note 3

2. Do not disturb existing culvert and headwall.

3. Fill voids underneath headwall with lean concrete backfill. Repoint headwall. Place riprap, class 3

(10' x 8' x 2') and geotextile, class 1, type C.

I N

CAP

S78°20'36"W e = ___

'154.30L =

'77.71T =

'525.00R =

(RT)16°50'23"Δ =

202+64.19PI

O E

M A T

C H L

L a fa y e tt e R o a d

Existing EOP

Proposed EOP

END CONSTRUCTION

BROTHERTON ROAD

204+35.12 N 1968648.6687 E 1790803.5516

Lafayette Road

POC 62+00.21

Brotherton Road =

POC 204+47.77

to remain Existing gate

LR-curve 1

Construction centerline

Brotherton Road

196+00 TO 204+35.12

See Detail E251-01A.

M a rc h

P la n

S h e

P R

O J E

C T

S \c h c h

\m u lt i(

W Y

E S

\C A

D D

-0

C H

P L

N .d

D08

40391

COMON

SL1001

NAIL

CAP

BOR

GLENN-VINIARD ROAD

300+40.00

N 1784783.0565

E 1968354.7815

Glenn-Viniard Road

Existing EOP

Proposed EOP Construction centerline headwalls

Repoint stone masonry in place

Clean culvert headwalls

Repoint stone masonry

Pull-off area #7

BEGIN CONSTRUCTION

L a F a y e tt e R o a d

S87°13'07"W e = ___

'135.12L =

'67.56T =

'4,000.00R =

(RT)01°56'07"Δ =

PI 304+99.11

P C

P T

P O

40880

PRC

CAP

Proposed EOP

Existing EOP Construction centerline

Glenn-Viniar d Road

M A

T C

H L

M A

T C

H L

M A

T C

H L

SCALE IN FEET

0 25 50 ditches according to Section 303.

to Section 623. Preserve stone-lined historic stone-lined ditches according reconditioning ditches, locate or approved by the CO. Prior to

Recondition ditches where directed

Note:

U.S. DEPARTMENT OF TRANSPORTATION CHICKAMAUGA AND CHATTANOOGA NATIONAL MILITARY PARK

300+00 TO 312+00

SCHEDULE C

GLENN-VINIARD ROAD

CONSTRUCTION PLAN

ditches according to Section 303.

to Section 623. Preserve stone-lined historic stone-lined ditches according reconditioning ditches, locate or approved by the CO. Prior to

Recondition ditches where directed

S89°09'14"W

S89°30'34"W

S89°14'37"W e = ___ '49.65L = '24.82T = '8,000.00R =

(RT)00°21'20"Δ =

PI 306+97.27

e = ___ '182.93L = '91.87T = '800.00R =

(RT)13°06'06"Δ =

PI 311+46.64

P C

P T

P C

M a rc h

R O

J E

C T

S \c h c h \m u lt i(

H W

Y D

E S

\C A

D D

\D -D

H C

L N

.d g n

PROJECT

D09

BOR

CAP

Construction centerline

Existing EOP Proposed EOP

Gle nn-

Vin iard Ro ad

N77°39'17"W

S88 °59 '45"

W e = ___

'174.14L =

'88.81T =

'360.00R =

(RT)27°42'54"Δ =

PI 317+82.55

e = ___ '186.39L = '93.62T = '800.00R =

(LT)13°20'58"Δ =

PI 313+98.21

P C

P T

P C

4 3

6 3 7 3

CAP

Construction centerline

Existing EOP

Proposed EOP

Glenn-Viniard Road

Clean culvert in…

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