TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABA A

DEPARTMENT OF TANS

POATIO

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

ALABAMA

DEPARTMENT OF TRANS

PORT

ATIO

N

SOUTHWEST REGION DESIGN SECTION

INDEX TO SHEETS 1A2021

INDEX TO SHEETSNOT TO SCALE

PLAN SUBMITTAL

DATE:

DESIGNER:

DATE:

SUPERVISOR:

DATE:

RESPONSIBLE PE:

YEAR

REFERENCE FISCAL SHEET

PROJECT NO NO

ROUTE

OF TRANSPORTATIONALABAMA DEPARTMENT SHEET TITLE

V:\

_Y_D

RIV

E_te

mp\33461_I-10

_Widening

CR-39 to C

R-59\Project_

Desig

n\Plans_Asse

mbly\33461_

01A

_N

DX.d

gn

outla

wg

$TIM

E$

$D

ATE$

I-10

RACRNH-I010(346)

1

1

NO.SHEET DESCRIPTION NO.SHEET DESCRIPTION

1 SHEETTITLE

1A SHEETS TOINDEX

1B DRAWINGS HIGHWAY STANDARD AND SPECIAL TOINDEX

1C-1D ABBREVIATIONS SHEET LEGEND PLANS AND SHEET LEGENDPLANS

1E LEGEND ITS AND SIGNALTRAFFIC

1F-1K SHEETS CONTROL SURVEYPRIMARY

1L-1M SHEETS LAYOUTGEOMETRIC

2-2H SECTIONSTYPICAL

2J -2-I SECTION TYPICALSIGN

2K OMIT

2L-2M NOTESPROJECT

2-O -2N NOTES PLAN CONTROL TRAFFICGENERAL

2P NOTES PLAN SIGNINGGENERAL

2Q NOTES PLANITS

3-3J QUANTITIES OFSUMMARY

4 1075+00 TO 1061+00 STA SHEET-PLAN

4A 1075+00 TO 1061+00 STA SHEET-PROFILE

5 1089+00 TO 1075+00 STA SHEET-PLAN

5A 1089+00 TO 1075+00 STA SHEET-PROFILE

6 1103+00 TO 1089+00 STA SHEET-PLAN

6A 1103+00 TO 1089+00 STA SHEET-PROFILE

7 1117+00 TO 1103+00 STA SHEET-PLAN

7A 1117+00 TO 1103+00 STA SHEET-PROFILE

8 1131+00 STA TO 1117+00 STA SHEET-PLAN

8A 1122+46 STA TO 1117+00 STA SHEET-PROFILE

8B 1131+00 STA TO 1122+46 STA EBR SHEET-PROFILE

8C 1131+00 STA TO 1122+46 STA WBR SHEET-PROFILE

9 1145+00 STA TO 1131+00 STA SHEET-PLAN

9A 1145+00 STA TO 1131+00 STA EBR SHEET-PROFILE

9B 1145+00 STA TO 1131+00 STA WBR SHEET-PROFILE

10 1159+00 STA TO 1145+00 STA SHEET-PLAN

10A 1159+00 STA TO 1145+00 STA EBR SHEET-PROFILE

10B 1159+00 STA TO 1145+00 STA WBR SHEET-PROFILE

11 1173+00 TO 1159+00 STA EBR/WBR SHEET-PLAN

11A 1173+00 TO 1159+00 STA EBR SHEET-PROFILE

11B 1173+00 TO 1159+00 STA WBR SHEET-PROFILE

12 1186+75 STA TO 1173+00 STA EBR/WBR SHEET-PLAN

12A 1186+75 STA TO 1173+00 STA EBR SHEET-PROFILE

12B 1186+75 STA TO 1173+00 STA WBR SHEET-PROFILE

13 1200+50 STA TO 1186+75 STA 1200+75/WBR STA TO 1186+75 STA EBR SHEET-PLAN

13A 1200+75 STA TO 1186+75 STA EBR SHEET-PROFILE

13B 1200+50 STA TO 1186+75 STA WBR SHEET-PROFILE

14 1214+50 STA TO 1200+50 STA WBR 1214+50/ STA TO 1200+75 STA EBR SHEET-PLAN

14A 1202+32 STA TO 1200+75 STA EBR SHEET-PROFILE

14B 1202+07 STA TO 1200+50 STA WBR SHEET-PROFILE

14C 1214+50 STA TO 1202+32 STA SHEET-PROFILE

15 1228+50 STA TO 1214+50 SHEETPLAN

15A 1228+50 STA TO 1214+50 SHEETPROFILE

16 1242+50 STA TO 1228+50 STA SHEETPLAN

16A 1242+50 STA TO 1228+50 STA SHEETPROFILE

17 1256+50 STA TO 1242+50 STA SHEETPLAN

17A 1256+50 STA TO 1242+50 STA SHEETPROFILE

18 1270+50 STA TO 1256+50 STA SHEETPLAN

18A 1270+50 STA TO 1256+50 STA SHEETPROFILE

19 1284+50 STA TO 1270+50 STA SHEETPLAN

19A 1284+50 STA TO 1270+50 STA SHEETPROFILE

20 1289+50 STA TO 1284+50 STA SHEETPLAN

20A 1289+50 STA TO 1284+50 STA SHEETPROFILE

21 1312+50 STA TO 1289+50 STA SHEETPLAN

22 1326+50 TO 1312+50 STA SHEETPLAN

23-29 OMIT

30-48 SHEETS LAYOUTPAVING

49-54 OMIT

55-73 SHEETS LAYOUT STRIPING ANDSIGNING

74 OMIT

75-75B DETAILS FACESIGN

76-76E SHEET SECTION CROSSSIGN

77-79 OMIT

80B -80 SHEETS PLAN CONTROL TRAFFICTEMPORARY

80C-80T OMIT

80DD -80U SHEETS PLAN CONTROL TRAFFICTEMPORARY

81 OMIT

82-100 SHEETSUTILITY

101-104 OMIT

105

II TYPE AND I TYPE PANELS VERTICAL & IIITYPE

AND II, TYPE I, TYPE BARRICADES (PSST) TUBING STEEL SQUARE PERFORATED DETAIL: PROJECTSPECIAL

105A TRANSITION BARRIER DETAIL: PROJECTSPECIAL

105B SKEW ANY 0'-42' FILL 8'X4' TRIPLE OPENING CULVERT BOX CONCRETE REINFORCED DETAIL: PROJECTSPECIAL

105C ° 0 SLOPE 3:1 HEIGHT 4' OPENING WINGS CULVERT BOX CONCRETE REINFORCED DETAIL: PROJECTSPECIAL

105D PROTECTION LIGHTING AND UNIT RVD MOUNT POLE CONCRETE TYPICAL DETAIL: PROJECTSPECIAL

105E DEVICES CHANNELIZATION TRAFFIC FOR DETAILS DETAIL: PROJECTSPECIAL

105F PIPE R.C. IN-PLACE FOR DETAILS ABANDON & FILL PLUG, DETAIL: PROJECTSPECIAL

105G BARRIER MEDIAN DETAIL: PROJECTSPECIAL

105H BARRIER MEDIAN DETAIL: PROJECTSPECIAL

105-I SHS-10 DETAIL: PROJECTSPECIAL

105J BOXES JUNCTION & INLETS TYPE-E TO CONNECTIONS DRAIN SLOTTED DETAIL: PROJECTSPECIAL

105K INSTALLATIONS SUPPORT SIGN STRUCTURAL LIGHTWEIGHT DETAIL: PROJECTSPECIAL

106U -106 LAYOUT PLANITS

107 DETAILS POWER TYPICAL DETAIL: PROJECTSPECIAL

107A 72908) NO. (INDEX CONDUCTORS AND CABLE OPTIC FIBER FOR INSTALLATION CONDUIT 5 TYPE DETAIL: PROJECTSPECIAL

107B 72901) NO. (INDEX CONDUCTORS AND CABLE OPTIC FIBER FOR INSTALLATION 5 TYPE DETAIL: PROJECTSPECIAL

107C 72913) NO. (INDEX CABLE OPTIC FIBER FOR F2 AND F1 COMMBOX DETAIL: PROJECTSPECIAL

107D DETAIL CABINET ITS MOUNT POLE 336S TYPE DETAIL: PROJECTSPECIAL

107E 2) OF 1 (SHEET DETAIL CABINET ITS MOUNT POLE 334 TYPE DETAIL: PROJECTSPECIAL

107F 2) OF 2 (SHEET DETAIL CABINET ITS MOUNT POLE 334 TYPE DETAIL: PROJECTSPECIAL

107G UNIT DETECTION VEHICLE AND CCTV FOR MOUNT POLE TYPICAL DETAIL: PROJECTSPECIAL

107H DETAIL MOUNT CENTER DMS DETAIL: PROJECTSPECIAL

107I DETAIL GROUNDING DMS DETAIL: PROJECTSPECIAL

107J DETAILS MOUNT POLE METAL RWIS, DETAIL: PROJECTSPECIAL

107K DETAILS FOUNDATION AUGERBASE DETAIL: PROJECTSPECIAL

107L DIAGRAM ROUTING CABLE FIBER OPTICAL DETAIL: PROJECTSPECIAL

107-O -107M TABLES SPLICE AND ALLOCATION FIBER DETAIL: PROJECTSPECIAL

108 BORINGS SOILITS

109 SECTIONS CROSSITS

110 LEGEND CONTROL SEDIMENT ANDEROSION

111-122 PHASE INITIAL - SHEETS PLAN CONTROL SEDIMENT ANDEROSION

122A PHASE INITIAL - SHEETS PLAN CONTROL SEDIMENT ANDEROSION

123-129 PHASE INITIAL - SHEETS PLAN CONTROL SEDIMENT ANDEROSION

130-141 PHASE INTERMEDIATE - SHEETS PLAN CONTROL SEDIMENT ANDEROSION

141A PHASE INTERMEDIATE - SHEETS PLAN CONTROL SEDIMENT ANDEROSION

142-148 PHASE INTERMEDIATE - SHEETS PLAN CONTROL SEDIMENT ANDEROSION

149-160 PHASE FINAL - SHEETS PLAN CONTROL SEDIMENT ANDEROSION

160A PHASE FINAL - SHEETS PLAN CONTROL SEDIMENT ANDEROSION

161-167 PHASE FINAL - SHEETS PLAN CONTROL SEDIMENT ANDEROSION

168-169 OMIT

170 SHEET DATAHYDRAULIC

171-189 SECTIONSDRAINAGE

190-198 OMIT

199-199RR RECORD BORINGTEST

200-222 1122+46.23) STA - 1073+56.61 (STA I-10 - SECTIONSCROSS

223-249 OMIT

250-281 1202+37.02) STA - 1122+46.23 (STA EBR I-10 - SECTIONSCROSS

282-299 OMIT

300-332 1202+06.81) STA - 1122+46.23 (STA WBR I-10 - SECTIONSCROSS

333-349 OMIT

350-390 1290+10.61) STA - 1202+32.07 (STA I-10 - SECTIONSCROSS

391 SHEET SUMMARYEARTHWORK

(REVISED 7/14/2021 GMO)ADDED SHEET 108

13

13

17

11

26

19

12

87.5

84.1

69.1

64.1

57.6

90

90

60

60

90

90

60

60

0.1

3.5

18.5

23.5

30.0

1.5

5.0

10.0

15.0

20.0

25.0

30.0

TOPSOIL

Medium Sand Wt Moist Brown SANDw/Gravel

Medium Sand Wt Moist Brown CLAYEYSAND

Medium Sand Wt Wet Brown GraySAND

Medium Sand Wt Damp Brown SAND

Washed out @ 23.5'

90

90

60

60

120

120

120

120

35°

35°

35°

35°

WaterElevation69.64

TRACKMOUNT-CME-LC55/ 2.25"HollowStemAuger

N

DEPTH

POLE # DMS1

STA. 1133+26.52 51.27' RT OF SURVEY C/L

FrictionAngle87.6 S

ELEV.

E500.0 CRDESCRIPTION

N: 198956.400 E: 1740809.420 SOIL MODULUS PARAMETERS

Cohesionkc

Cyclicks

Static REMARKS

DATE :

DYNAMIC MESSAGE SIGNSI-10 FROM CR-39 TO CR-59(CAROL PLANTATION RD)MOBILE COUNTYUNDISTURBED SAMPLE (AASHTO T 207)

SM # - IS SITE MANAGER NUMBER

S.I. - IS MECHANICAL SPLIT SPOON SAMPLER SEATING INCREMENT

S - SYMBOLS DESCRIBED BELOW :

23

5

UNRECOVERED SAMPLE

WATER TABLE, 24 HOUR READING

LOSS OF DRILLING FLUID

RQD - IS ROCK QUALITY DESIGNATION (ASTM STP-984)

USCS Low PlasticityClay

USCS Clayey Sand

USCS Poorly-gradedSand

Topsoil

Renardo Dorsey, P.E.

WATER TABLE, @ TIME OF BORING

70NQ

CR - IS % CORE RECOVERY,NQ OR AQ DESIGNATES BIT SIZE (AASHTO T 225)

RACRNH-I 010 (346)

LITHOLOGY GRAPHICS

TEST BORING RECORD

REFERENCEPROJECT NUMBER

7/1/2021

BUREAU OFMATERIALS AND TESTS

NOTE:

6/28/20216/28/2021

The subsurface investigation for this projectwas conducted between and

by personnel from the Bureauof Materials and Tests.

See Standard Drawing No. BGN1, Note 28.

PE :

N - IS PENETRATION IN BLOWS PER FOOT (AASHTO T 206)

P-TUBE - IS MECHANICAL SPLIT SPOON SAMPLER (AASHTO T 206)

FISCALYEAR

SHEETNUMBER

GEOTECHNICAL ENGINEER100BQ

18

APPROVED :

ALABAMA DEPARTMENT OF TRANSPORTATION

SIGNS AND LIGHTING NO. 1 OF 1

PARAMETERANALYSIS LEGEND

Degree°

E50

Ks Static

Kc Cyclic lbs/in3

lbs/in3

ENGLISH

PCF

PSF

Friction Angle

Cohesion

d Dry Unit Weight

10

8

21

19

13

14

16

139.4

136.7

131.7

121.7

110.2

25

-

90

90

25

100

90

90

0.01

0.8

3.5

8.5

18.5

30.0

1.5

5.0

10.0

15.0

20.0

25.0

30.0

TOPSOIL

Loose Sand Wt Moist Brown Red SAND

Medium Clay Moist Brown Red CLAY

Medium Sand Wt Moist Red BrownSAND

Medium Sand Wt Moist Brown WhiteSAND

25

100

90

90

110

115

120

120

30°

0

35°

35°

WaterTable NotEncountered

TRACKMOUNT-CME-LC55/ 2.25"HollowStemAuger

N

DEPTH

POLE # DMS2

STA. 1182+81.46 49.98' LT OF SURVEY C/L

FrictionAngle140.2 S

ELEV.

E500.0 CRDESCRIPTION

N: 202072.570 E: 1744681.130 SOIL MODULUS PARAMETERS

Cohesionkc

Cyclicks

Static REMARKS

RACR-049-I10-007 2021 108

ADDED SHEET 108 (REVISED 7/14/2021)