107539 301000

LINCOLN

107539

FT.

FT.

LINCOLN COUNTY

US 84 AT FAIR RIVER

BM

310.3

To Monticello

641.03

1,520.54

NONE

NONE

NONE NONEFAIR RIV

ER

LIT

TLE

84

To Brookhaven

27

26

DIC

KE

RS

ON

LN.

FAIR RIV

ER DR.

x

E.O.P. STA. 535+00

RIVERFAIR

RIVERFAIR

STEVE L

OOP RD.

5

6

74.9BR. NO.

STP-0015-01(135)

STP-0015-01(135)

STP-0015-01(135)

B.O.P STA. 519+80

{

EQUATIONS EXCEPTIONS

LENGTH DATA

LENGTH OF ROADWAY

LENGTH OF BRIDGES

LENGTH OF PROJECT (NET)

LENGTH OF PROJECT (GROSS)

LENGTH OF EXCEPTIONS

FT.

FT.

FT.

MI.

MI.

MI.

MI.

MI.

0.288

0.167

0.121

0.000

0.288

0.00

879.51

1,520.54

1

SCALES

PLAN

PROFILE

LAYOUT

HOR.VERT.

STATE OF MISSISSIPPI

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

1 IN.= 50 FT.

1 IN.= 50 FT.1 IN.= 5 FT.

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

DESIGN CONTROL

ADT ( ) = : ADT ( ) =

DHV = : D = % T= %

MPH = V (SPEED DESIGN)

1 IN.= 1,000 FT.

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

TIT

LE

PERMITS ACQUIRED BY MDOT

NATIONWIDE #14

NATIONWIDE (OTHER)*

GENERAL*

INDIVIDUAL (404)*

WETLANDS AND WATERS PERMITS

WATERS WETLANDS

APPROVED BY:

STORMWATER PERMIT

S

N

Y

N

N N

N

Y

NO STORMWATER PERMIT REQUIRED (<1 ACRE)

Y

S

N

REQUIRED, CNOI SUBMITTED BY MDOT

REQUIRED, SCNOI TO BE SUBMITTED BY

N

(DISTURBED AREA=5 ACRES)

CONTRACTOR (1 TO 4.99 ACRES)

COUNTY

FEDERAL PROJECT NO.

DATE

REVISIO

NS

BY

APPROVED:

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

P S & E DATE: 12/01/2020

DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER

EXECUTIVE DIRECTOR

1

STATESHEET

NO.PROJECT NUMBER

.

MISSISSIPPI

/

BRIDGE STRUCTURES REQ'D.

BOX BRIDGES REQ'D.

COUNTY LINE

TOWN CORPORATION LINE

SECTION LINE

RAILROAD

SURVEY LINE

BRIDGES

CONVENTIONAL SYMBOLS

EXISTING ROAD OR TRAVELED WAY

PROPOSED ROAD OR TRAVELED WAY

NOTE

INDICATES APPROXIMATE

LOCATION OF PROJECT.

PASCAGOULA

GULFPORT

LUCEDALE

HATTIESBURG

LAUREL

MC COMB

BROOKHAVEN

PORT

GIBSON

NATCHEZ

VICKSBURGFOREST

MERIDIA

N

YAZOO

CITY

KOSCIU

SKO

WEST

POINT

COLUMBUS

GREEN

WO

OD

INDIA

NO

LA

GREEN

VIL

LE

GRENADA

HOUSTON

OXFORD

BA

TES

VIL

LE

CLA

RK

DALE

HOLLY

SPRINGSNEW

ALBANY

TUPEL

O

FU

LT

ON

CORINTH

ABERDEEN

JACKSON

(APPROX. MIDDLE OF PROJECT)

STATE MAP

LAT. 31°32'58.25"N LONG. 90°16'34.68"W

1/14/2021

12:30

TI

TL

E.dgn

PM

P.E.

GENERAL INDEX

PROJECTTHISINCLUDED

SHEETWITHBEGIN

9001

8001

7501

7001

6001

5001

4001

3001

2001

1001

1ROADWAY . . . . . . . . . . . . . . . . . . . .

PERMANENT SIGNS . . . . . . . . . . .

TRAFFIC SIGNALS . . . . . . . . . . . . .

ITS COMPONENTS . . . . . . . . . . . . .

LIGHTING . . . . . . . . . . . . . . . . . . . .

(RESERVED) . . . . . . . . . . . . . . . . . . .

ROADWAY STANDARD DWGS . .

BRIDGE . . . . . . . . . . . . . . . . . . . . . .

CROSS SECTIONS . . . . . . . . . . . . .

BOX CULVERT STD. DRAWINGS (LRFD)

BOX CULVERT STD. DRAWINGS (STD. SPEC.)

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . . . . . . . .

. . . .

SL SL SL

/

FMS CON. NO.

SP-0015-01(113) 101000

1

01/14/21

REVIS

ED PER

MIT BLO

CK

TM

1

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

FILENAME:

DESIGN TEAM CHECKED DATE

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

1/28/2021

4:58

DI.dgn

PM

1

2DI-1

3GENERAL NOTES GN-1

TS-1

-

TS-2

TS-3

4

5

6

DATE SHEET NO. BY

DATEDESCRIPTION OF SHEET NO. NO. DATEDESCRIPTION OF SHEET NO. NO.SH.WKG.REVISIONSH.WKG.REVISION

DETAILED INDEX

TITLE SHEET (1)

DETAILED INDEX & GENERAL NOTES (2)

EQ-2

10

12

14

PLAN REVISIONS

WK-5

GPS-CN

SUMMARY OF QUANTITIES

WK-3

WK-4

SPECIAL DESIGN SHEETS (11)

23

24

22

ECP-4

26

25

27CONSTRUCTION SIGNING CS-1

RWC-1

RWC-2

QUANTITY SHEETS (4)

PLAN & PROFILE SHEETS (7)

EC-1EROSION CONTROL

30

9001 - 9007

PROJ. NUM.:

COUNTY:

DI.DGN

DI-1

01/2020 2

TCP-4

MENDROP ENGINEERING RESOURCES, LLC

BL-1

GRAPHICAL SOIL BORING LOGS GL-1

GRAPHICAL SOIL BORING LOGS GL-2

TOTAL SHEETS

SP-1

21

SQS-1

11

EQ-1

13

ESTIMATED QUANTITIES - TRAFFIC CONTROL SIGNS

15

SUBSURFACE SOIL PROFILE

6354

6355

118

WK-6

WK-7

16

17

SURVEY CONTROL SHEET

VS-1VEGETATION SCHEDULE

6359TCPQ-1

RD-1 6403

GT-1 6404

107539/301000FMS CON:

RURAL DRIVEWAYS

TCP-5

TCP-9

TYPICAL GRADING TRANSITION BETWEEN CUTS AND FILLS

PS & E PLANS -DATE 12/01/20

TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTI LANE ROADS AND TWO- LANE ROADS

STP-0015-01(135)

MER, LLC

ESTIMATED QUANTITIES - SUMMARY OF TRAFFIC CONTROL ITEMS, EARTHWORK

ESTIMATED QUANTITIES - PERMANENT EROSION CONTROL ITEMS, CLEARING AND GRUBBING

EASEMENT COORDINATES

6425MDS-1MISCELLANEOUS DETAIL SHEET

RIGHT - OF - WAY MARKERS

SHEET NUMBER

ECD-3

ECD-13

ECD-4

TYPICAL TEMPORARY EROSION/SEDIMENT CONTROL APPLICATIONS

DETAILS OF SEDIMENT BARRIER APPLICATIONS

DETAILS OF SILT FENCE INSTALLATION

DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS

TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES,

DETAILS OF EROSION CONTROL WATTLE DITCH CHECK

DETAIL OF EROSION CONTROL SILT DIKE DITCH CHECKS

ROCK DITCH CHECK

ECD-1

ECD-2

ECD-5

ECD-6

ECD-7

ECD-8

ECD-9

ECD-10

ECD-11

ECD-12

SILT FENCE AND HAY BALE DITCH CHECKS

ECD-22

ECD-21

ECD-14

INLET PROTECTION TYPICAL APPLICATIONS AND DETAILS

INLET PROTECTION DETAILS FOR COARSE AGGREGATE ON GRADES AND SAGS

INLET PROTECTION DETAILS OF WATTLES

INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICE

ECD-15

ECD-16 ECD-17

ECD-18

TEMPORARY CULVERT STREAM CROSSING

TEMPORARY STREAM DIVERSION

ECD-20

ECD-19

DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK

SEDIMENT RETENTION BARRIER

ROCK FILTER DAM

STABILIZED CONSTRUCTION ENTRANCE

INLET PROTECTION DETAILS OF SAND BAG

FLOATING TURBIDITY CURTAIN

TEMPORARY STREAM DIVERSION (BOX EXTENSIONS)

ROCK DITCH CHECK WITH SUMP EXCAVATION AND ROCK FILTER DAM

DETAILS OF TYPICAL DITCH TREATMENT

DITCH TREATMENT INSTALLATION DETAIL FOR SOIL REINFORCING MAT

EROSION CONTROL BLANKET ECB-1

DT-1A

DT-1

TYPICAL TEMPORARY EROSION CONTROL MEASURES (SLOPE DRAIN AND TYPE A SILT BASIN)

TYPICAL TEMPORARY EROSION CONTROL MEASURES (TYPE B SILT BASIN)

BAS-A

BAS-B

TRAFFIC CONTROL DRUM PLACEMENT AND SHOULDER CLOSURE DETAIL

LOCATION OF R16-3 SIGNS

RIGHT - OF - WAY MARKER RW-1

TCP-16

TCP-15

HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS TCP-8

6101

6102

6103

6104

6105

6106

6107

6108

6109

6110

6111

6112

6113

6114

6115

6116

6117

6118

6119

6120

6121

6122

6123

6124

6125

6126

6131

6366

6365

6358

6401

STANDARD DRAWINGS - ROADWAY SHEETS (CONTINUED)

STANDARD DRAWINGS - ROADWAY SHEETS (38)

-----

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH

(INTERSTATE AND OTHER 4-LANE DIVIDED HIGHWAYS)

(MEDIAN LANE OR OUTSIDE LANE CLOSURE) (EXTENDED PERIOD)

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH

(INTERSTATE AND OTHER 4-LANE DIVIDED HIGHWAYS)

(MEDIAN LANE OR OUTSIDE LANE CLOSURE) (WORK DAY ONLY)

STP-0015-01(135)

US 84

AT FAIR RIVER

LINCOLN

FMS CONST. No. 107539/301000

8001 - 8038-----

INFORMATION BRIDGE SHEETS (38)

LONGITUDINAL FILL STONE DIKETYPICAL SECTION - RIPRAP REVETMENT, LONGITUDINAL PEAKED AND

TYPICAL SECTION - STONE TIEBACK AND TRANSVERSE STONE DIKE

7TS-4TYPICAL SECTION - ROCK CHUTES

TS-5 8

SITE PLAN - US 84 AT FAIR RIVER

SITE PLAN - US 84 AT FAIR RIVER

EROSION CONTROL PLAN - US 84 AT FAIR RIVER

LONGITUDINAL STONE DIKE

TYPICAL SECTION SHEETS (5)

9

TYPICAL SECTION - HAUL ROUTE

WK-8

WK-9

18

19

PLAN / PROFILE - HAUL ROUTE NO. 1

PLAN / PROFILE - HAUL ROUTE NO. 2

20

-----

9011 - 9012-----HAUL ROUTE NO. 2

HAUL ROUTE NO. 1

CROSS SECTIONS (12)

28

29

TYPICAL SECTION - PIER SCOUR COUNTERMEASURES RIPRAP

PLAN / PROFILE - LONGITUDINAL STONE DIKE

PLAN / PROFILE - LONGITUDINAL STONE DIKE

PLAN / PROFILE - LONGITUDINAL STONE DIKE WEST

BORING LOCATIONS

DETAILED INDEX

6190FENCE: ALUMINUM OR GALVANIZED FERROUS METAL GATE AG-1

9008 - 9010

PROJECT NO. 07-0015-01-701-10 (FOR INFORMATION ONLY)

TM01/14/21 1 & 3

STATE PROJECT NO.

MISS.

DA

TE

RE

VISIO

NB

Y

WORKING NUMBER

SHEET NUMBERFILENAME:

DESIGN TEAM CHECKED DATE

RO

AD

WA

Y

DESIG

N

DIVISIO

NMIS

SIS

SIP

PI D

EP

AR

TM

EN

T

OF

TR

AN

SP

OR

TA

TIO

N

PL

AN

1/28/2021

4:58

GN.dgn

PM

COUNTY:

PROJ. NUM.:

1

GN.DGN

GENERAL NOTES

GN-1

STP-0015-01(135)

MER 01/2020

STP-0015-01(135)

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

GENERAL NOTES

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

3

22

107539/301000FMS CON:

LINCOLN

FAIR RIVER

US 84 AT

23

24

25

NOT APPLY TO THE CURRENT PHASE

THE CONTRACTOR SHALL COVER ANY TEMPORARY TRAFFIC CONTROL SIGNS SHOWN IN THE TRAFFIC CONTROL PLAN THAT DO

BY THE ENGINEER.

CONTROL PLAN AS DIRECTED BY THE ENGINEER. ALL CONFLICTING SIGNS SHALL BE COVERED OR REMOVED AS DIRECTED

THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR FROM ADJACENT PROJECT(S) IN IMPLEMENTING THE TRAFFIC

THOSE DESIGNATED ON THE PLANS TO BE BLACK LEGEND AND BORDER ON WHITE BACKGROUND.

FLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC CONTROL SIGNS EXCEPT FOR

CODY PICKELL 601-624-4026

3915 BEASLEY RD. JACKSON, MS 39213

D. C-SPIRE

TOMMY CUPIT 601-833-6449

1536 MONTICELLO ST. NE BROOKHAVEN, MS 39601

C. LINCOLN RURAL WATER ASSN. INC.

DAVID GOSS 601-835-4728

520 HWY. 51 SOUTH BROOKHAVEN, MS 39601

B. ENTERGY

BARRY BUCHANAN 251-654-7196

107 ST. FRANCES ST. MOBILE, AL 36602

A. UNITIFIBER

LIST OF PUBLIC UTILITIES

WIRE FENCE BACKING WILL BE REQUIRED FOR ALL SILT FENCE. (SEE WK. NO. ECD-3)

EXCEPT AS PROVIDED BY SPECIFIC PAY ITEMS INCLUDED IN THE PLANS.

SOME WORK IS REQUIRED OUTSIDE THE PROJECT LIMITS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR SUCH WORK

DESIGNING, DRAWING, AND CONSTRUCTING THE FACILITY SHALL BE INCLUDED IN THE PRICE BID FOR CONTRACT ITEMS.

THE PUBLIC THAT MAY BE ABOVE THE EXCAVATION OR ANY STRUCTURES ADJACENT TO THE EXCAVATION. ALL COSTS FOR

SYSTEM THAT IS DEEMED NECESSARY TO PREVENT A FAILURE AND PROTECT THE PERSONS WORKING NEAR THE EXCAVATION,

EXERCISED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING WHAT BRACING, SHORING, OR GROUND SUPPORT

PROPERTIES. THEREFORE, THE RISK OF A FAILURE OCCURRING DURING EXCAVATION REQUIRES THAT EXTREME CAUTION BE

WORK ON STRUCTURES FOR THIS PROJECT REQUIRES EXCAVATION IN THE IMMEDIATE VICINITY OF TRAFFIC AND ADJACENT

IN ADVANCE OF CONSTRUCTION.

MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE UNDERGROUND UTILITY LINES FIELD LOCATED

THE ENGINEER CAN NOT AND DOES NOT WARRANT THAT THIS INFORMATION IS COMPLETE OR ACCURATE. THE CONTRACTOR

ON FILE WITH THE DEPARTMENT SHOWING THE APPROXIMATE LOCATION OF UTILITIES RELOCATED WITHIN THE RIGHT-OF-WAY.

THE ENGINEER. UTILITIES THAT WERE FOUND TO BE IN CONFLICT WITH CONSTRUCTION HAVE BEEN RELOCATED. PERMITS ARE

UTILITIES ON THE DRAWINGS ARE SHOWN IN THEIR ORIGINAL LOCATION BASED UPON THE BEST INFORMATION AVAILABLE TO

AND BRIDGE CONSTRUCTION.

BACK FILLED AND TAMPED IN ACCORDANCE WITH SECTION 203 OF THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD

VOIDS CREATED BY THE REMOVAL OF, BUT NOT LIMITED TO, POSTS, CONCRETE ANCHORS, AND FOOTINGS SHALL BE

WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGED ITEMS.

OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT

INLETS, APRONS, AND BRIDGES FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION. THE CONTRACTOR SHALL REPLACE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING STRUCTURES SUCH AS, BUT NOT LIMITED TO, PIPES,

25% SHRINKAGE FACTOR USED IN THE EARTHWORK CALCULATIONS IS FOR DESIGN ESTIMATING PURPOSES ONLY.

ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK TIRES OR OTHER SUITABLE MATERIAL.

ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH THE PART VI MUTCD (LATEST EDITION).

AS NECESSARY TO FIT FIELD CONDITIONS.

THE LOCATION AND SPACING OF SIGNS, SHOWN ON THE TRAFFIC CONTROL PLANS, ARE APPROXIMATE AND MAY BE ADJUSTED

2+50 TO 4+30. TEMPORARY CULVERT STREAM CROSSINGS WILL BE PERMITTED AT THE REMAINING LOCATION(S).

NO TEMPORARY CULVERT STREAM CROSSINGS WILL BE ALLOWED FOR THE SITE AT STATIONS 10+00 TO 12+50, 17+50 TO 23+50, 1+00 TO 2+00 AND

THE RETROREFLECTIVE SIGN SHEETING ON RIGID, TEMPORARY TRAFFIC CONTROL (ORANGE) SIGNS SHALL BE MINIMUM TYPE IX.

INFORMATION.

FROM THE PROJECT ENGINEER. SEE NOTICE TO BIDDERS ENTITLED MATERIAL STORAGE UNDER BRIDGES FOR MORE

STORAGE OF FLAMMABLE MATERIALS WILL NOT BE ALLOWED UNDER ANY BRIDGE STRUCTURES WITHOUT WRITTEN APPROVAL

THE TEST HOLE LOCATIONS.

THE DEPARTMENT DOES NOT GUARANTEE THAT THE MATERIALS PRESENTED IN THE REPORT ARE NECESSARILY FOUND OUTSIDE OF

AUGER LOGS, AND BORING LOCATIONS ARE INCLUDED IN THE PLANS. THE FULL REPORT IS ON FILE AND IS AVAILABLE FOR EXAMINATION.

A GEOTECHNICAL INVESTIGATION HAS BEEN PERFORMED FOR THIS PROJECT. A SUBSURFACE SOIL PROFILE, SOIL BORINGS, HAND

THOSE AREAS DESIGNATED IS NOT REQUIRED. THE AREA TO BE CLEARED SHALL BE THE MINIMUM NECESSARY FOR CONSTRUCTION.

CLEARING LIMITS SHOWN ARE THE MAXIMUM LIMITS UNLESS OTHERWISE APPROVED BY THE ENGINEER. CLEARING OF AREAS OTHER THAN

IT IS THE BIDDER'S RESPONSIBILITY TO CHECK AND SEE IF ANY ADDENDA HAVE BEEN POSTED FOR THIS PROJECT.

BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDA FOR THIS PROJECT WILL NOT BE MAILED.

ALL ADDENDA TO THESE PLANS WILL BE POSTED TO WWW.MDOT.MS.GOV UNDER THE PROPOSAL ADDENDA COLUMN.

IT IS THE END USER’S RESPONSIBILITY TO ENSURE ALL ELEMENTS ARE INTERPRETED CORRECTLY REGARDLESS OF COLOR.

USERS OF THESE DRAWINGS. ALTHOUGH THE INTENT IS TO CATEGORIZE EVERYTHING AS EITHER EXISTING OR PROPOSED,

IF COLORS ARE USED ON PLAN/PROFILE SHEETS, THEY ARE INTENDED TO VISUALLY EASE THE LOCATION OF ELEMENTS FOR

SHALL BE ABSORBED IN OTHER ITEMS OF WORK.

ALL ITEMS OF WORK ASSOCIATED WITH THE INSTALLATION OF A CONSTRUCTION ENTRANCE (NOT INCLUDING HAUL ROUTES 1 & 2)

NECESSARY WITH THE APPROVAL OF THE PROJECT ENGINEER.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD -VERIFICATION OF EXISTING GRADES AND MAKING ADJUSTMENTS AS

IN THE PLANS SHALL BE INCLUDED IN THE CONTRACTOR'S EROSION CONTROL PLAN PRIOR TO SUBMITTING FOR APPROVAL.

PRIOR TO COMMENCEMENT OF WORK AND MAINTAIN THE PLAN DURING CONSTRUCTION. ANY ADDITIONAL SILT BASINS NOT SHOWN

DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AT THE PRE CONSTRUCTION CONFERENCE OR

OF THE CONTRACTOR TO ENSURE THAT SILT DOES NOT LEAVE THE RIGHT OF WAY OR CONTAMINATE WATERS OF THE U. S.

THE EROSION CONTROL DEVICES REFERENCED IN THESE PLANS ARE A MINIMUM REQUIREMENT. IT IS THE RESPONSIBILITY

THE CONTRACTOR AS DIRECTED BY THE ENGINEER, THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.

ROADWAY SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION OF THIS PROJECT SHALL BE REMOVED AND RELOCATED BY

1T

M01/14/21

AD

DED/D

ELE

TED

GENER

AL

NOTES

1

1