APPLICABLE BUILDING CODE

BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE

ELECTRICAL CODE: 2011 NATIONAL ELECTRIC CODE

MECHANICAL CODE: 2012 INTERNATIONAL MECHANICAL CODE

PLUMBING CODE: 2012 INTERNATIONAL PLUMBING CODE

FIRE CODE: 2012 INTERNATIONAL FIRE CODE

ACCESSIBILITY CODE: ICC/ANSI A117.1-2009 & 2010 ADA STANDARDS

ENERGY CODE: 2012 INTERNATIONAL ENERGY CONSERVATION CODE

BUILDING CLASSIFICATION

USE GROUP NON SEPARATED

MIXED USE :

CONSTRUCTION TYPE:

ALLOWABLE AREA:

DUNKIN' OCCUPANT LOADING (1004.0 TABLE 1004.1.2)

TOTAL:

EXIT CAPACITY PROVIDED

EXIT CAPACITY REQUIRED (1005):

89 OCCUPANTS X 0.2" = 17.8" (32" MIN.)

EXIT CAPACITY PROVIDED:

82" TOTAL WIDTH PROVIDED

NUMBER OF EXITS (1015):

2 EXITS REQUIRED

2 EXITS PROVIDED

MAXIMUM ALLOWABLE TRAVEL DIST (1016.1): 200' W/OUT SPRINKLER SYSTEM

ACTUAL MAXIMUM TRAVEL DIST: 53'-4" MAX. TRAVEL DISTANCE

SPRINKLERS:

CONCEALED DRAFTSTOPPING:

EXIT TRAVEL DISTANCE:

FIRE EXTINGUISHERS:

KNOX BOX:

FUEL GAS CODE:2012 INTERNATIONAL FUEL GAS CODE

(A-2) ASSEMBLY

VB - NON SPRINKLERED

(A-2) 6,000 SF

ASSEMBLY AREA (A-2)

UNCONCENTRATED (TABLES &

CHAIRS) :

89 OCCUPANTS

(S-1) STORAGE / STOCK

(B) BUSINESS

(M) MERCANTILE

(S-1) 9,000 SF

ASSEMBLY AREA (A-2) KITCHEN:948 SF / 200 SF PER OCCUPANT = 5 OCC.

1,220 SF / 15 SF PER OCCUPANT = 82 OCC.

STORAGE/STOCK (S-1): 504 SF / 300 SF PER OCCUPANT = 2 OCC.

PLUMBING FIXTURE REQUIREMENT (IPC TABLE 403.1)

W.C. MALE:

FIXTURE:

1:75

REQUIRED:

W.C. FEMALE:1:75

LAVATORY (EACH SEX):1:200

SERVICE SINK:1

PROVIDED:

1

1

2

1

BASED ON "A-2" USE GROUP

200' W/OUT SPRINKLER SYSTEM

NOT REQUIRED

BUILDING AREA (ALLOWABLE) (TABLE 503)

3,000 SF (MAX) PER IBC SECTION 718.4.3

EXTINGUISHER SHALL BE 10LB CAPACITY U.L.

LABELED, FOR CLASS A, B, OR C FIRES. MAX

SPACING 30'-0"

FINAL LOCATION SHALL BE DETERMINED BY THE

FIRE MARSHAL AND THE OWNERS

REPRESENTATIVE

BUILDING AREA (ACTUAL)

TOTAL DUNKIN' AREA:

ASSEMBLY AREA (A-2):2,168 SF

3,002 SF

STORAGE/STOCK (S-1):504 SF

EXT./INT. WALLS: 330 SF

STREET FRONTAGE INCREASE (506.2)

BUILDING PERIMETER: 300'-4"

BUILDING PERIMETER FRONTAGE ON

A STREET OR UNOCCUPIED SPACE: 300'-4"

INCREASE TO MAX. ALLOWABLE AREA: 62.5%

AREA INCREASE: 3,750 SF

MAXIMUM ALLOWABLE AREA (A-2): 9,750 SF

FIRE PROTECTION SYSTEMS

NOTE: NEW ADJACENT TENANT USE GROUP

UNKNOWN, REVIEW SHELL ONLY. TENANT FIT

OUT TO BE APPLIED FOR UNDER SEPARATE

PERMIT.

TOTAL BUILDING AREA (ACTUAL)

ASSEMBLY AREA (A-2):

STORAGE/STOCK (S-1):

MERCANTILE(M) /

BUSINESS (B):

EXT./INT. WALLS

TOTAL BUILDING AREA:

2,168 SF

504 SF

1,218 SF

429 SF

4,319 SF

NEW ADJACENTTENANT1,317 SF

DUNKIN'3,002 SF

MIXED USENEW TENANTDEMISING WALL 2HR PER UL U419

1. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF MATERIAL DISCREPANCIES FOUND IN THE DRAWINGS OR

ANY EXISTING CONDITIONS FOUND ON THE SITE WHICH CONFLICT WITH CONDITIONS AS SHOWN IN THE CONTRACT

DOCUMENTS.

2. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS INDICATED ON DRAWINGS TAKE PRECEDENCE. LARGER SCALE

DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

3. PROVIDE SOLID WOOD BLOCKING IN STUD WALLS AS REQUIRED TO SUPPORT WALL MOUNTED CABINETRY, COUNTERS,

AND ALL OTHER COMPONENTS.

4. ALL CONCEALED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING

OF 450 OR LESS IN ACCORDANCE WITH ASTM E84.

5. DOORS INDICATED ON THE PLAN SHALL BE LOCATED A MINIMUM OF 4" FROM ADJACENT WALLS UNLESS NOTED OR

DIMENSIONED OTHERWISE, OR AS REQUIRED FOR HARDWARE INSTALLATION.

6. EXIT HARDWARE SHALL ALLOW FOR EGRESS AT ALL TIMES WITHOUT THE USE OF SPECIAL KNOWLEDGE OR EFFORT. EXIT

DOORS SHALL REMAIN UNLOCKED DURING BUSINESS HOURS & WHEN THE SPACE IS OCCUPIED.

7. THE CONTRACTOR SHALL BRACE ENTIRE STRUCTURE AS REQUIRED DURING CONSTRUCTION TO MAINTAIN STABILITY

UNTIL THE STRUCTURE IS COMPLETE AND FUNCTIONING AS THE DESIGNED UNIT.

8. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES

OF CONSTRUCTION SELECTED BY THE CONTRACTOR.

9. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE ARCHITECT & ENGINEER HAVE NO

RESPONSIBILITY FOR THE SAFETY OF PERSONNEL OR SAFETY CONDITIONS AT THE SITE.

10. CONTRACTOR TO VERIFY ALL DIMENSIONS AND INFORMATION IN THESE DRAWINGS, CONTRACTOR IS TO COMPLY WITH

ALL EXISTING CONDITIONS, INCLUDING SITE CONDITIONS AND SOIL BEARING PRESSURE. ALL ERRORS, OMISSIONS AND

INCONSISTENCIES ARE TO BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. FAILURE TO DO SO

WILL RELEASE THE ARCHITECT & ENGINEERS OF ANY RESPONSIBILITY. ANY CHANGE FROM THE DOCUMENTS ARE THE

RESPONSIBILITY OF THE CONTRACTOR. THESE DRAWINGS ARE NOT TO BE SCALED. IF INSUFFICIENT INFORMATION

EXISTS, CONTACT THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

11. CONTRACTOR IS TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REGULATIONS.

12. EXTERIOR AND INTERIOR PLAN DIMENSIONS ARE TO FACE OF FINISH. PARTITIONS ARE 2"X4" UNLESS NOTED OTHERWISE.

13. NOTCHES IN WALL STUDS ARE NOT TO EXCEED 1/4 OF THE STUD WIDTH, AND NO HOLES ARE TO BE BORED GREATER

THAN 40% OF THE STUD WIDTH. NO HOLES OR NOTCHES ARE ALLOWED IN BEAMS UNLESS APPROVED BY ARCHITECT.

14. FIRE STOPPING OF TWO INCH NOMINAL LUMBER SHALL BE PROVIDED TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN

ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL.

15. STRUCTURAL LUMBER EXPOSED TO THE EXTERIOR OR IN CONTACT WITH THE FOUNDATION TO BE PRESSURE TREATED.

16. ALL PLYWOOD TO BE APA RATED FOR SPANS SHOWN.

GENERAL NOTES:INDEX OF DRAWINGS

ARCHITECT:

COMPANY:

STREET ADDRESS:

CITY, STATE ZIP:

PHONE:

FAX:

ARCHITECT:

MS PROJECT MANAGER:

EMAIL:

ms consultants, Inc.

2221 SCHROCK RD.

COLUMBUS, OH 43229

614-898-7100

614-898-7570

Charles M. Busch

Adam Pychewicz

apychewicz@msconsultants.com

SHEET

SHEET TITLE

PROJECT NO.:

REVISION

NOTICE

THIS ARCHITECTURAL AND ENGINEERING

DRAWING IS GIVEN IN CONFIDENCE AND

SHALL BE USED ONLY PURSUANT TO

THE AGREEMENT WITH THE ARCHITECT.

NO OTHER USE, DISSEMINATION, OR

DUPLICATION MAY BE MADE WITHOUT

PRIOR WRITTEN CONSENT OF THE

ARCHITECT. ALL COMMON LAW RIGHTS

OF COPYRIGHT AND OTHERWISE ARE

HEREBY SPECIFICALLY RESERVED.

PROJECT

62-40336-08

# DATE DESCRIPTION

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DRAWN BY

CHECKED BY

APPROVED BY

BMT

NAL

ISSUED

DATE DESCRIPTION

GRAY, TN

DUNKIN' DONUTS

401 ROY MARTIN RD

GRAY, TN 37615

04/24/20

CLIENT REVIEW

PROFESSIONAL OF RECORD:

CHARLES M. BUSCH No. 5127

EXP. DATE 6/30/20

05/11/20

PERMIT SET

09/03/20

BID SET

GRAY, TN

DUNKIN' DONUTS

MECH./PLUM. ELECT.

ENGINEER:

COMPANY:

STREET ADDRESS:

CITY, STATE ZIP:

PHONE:

FAX:

ENGINEER:

EMAIL:

ms consultants, Inc.

2221 SCHROCK RD.

COLUMBUS, OH 43229

614-898-7100

614-898-7570

Jason Christoff

apychewicz@msconsultants.com

STRUCT.

ENGINEER:

COMPANY:

STREET ADDRESS:

CITY, STATE ZIP:

PHONE:

FAX:

ENGINEER:

EMAIL:

ms consultants, Inc.

2221 SCHROCK RD.

COLUMBUS, OH 43229

614-898-7100

614-898-7570

Craig Metzger

apychewicz@msconsultants.com

CIVIL

ENGINEER:

T-1.0 TITLE SHEET/CODE REVIEW

SURVEY

C-1 SITE DIMENSION PLAN

C-2 SITE DETAILS

C-3 SITE DETAILS

C-4 SITE GRADING PLAN

GN-1.0 CONSTRUCTION SPECIFICATIONS

GN-1.1 CONSTRUCTION SPECIFICATIONS (CONT.)

GN-1.2 CONSTRUCTION SPECIFICATIONS (CONT.)

GN-1.3 CONSTRUCTION SPECIFICATIONS (CONT.)

GN-1.4 CONSTRUCTION SPECIFICATIONS (CONT.)

GN-1.5 CONSTRUCTION SPECIFICATIONS (CONT.)

GN-1.6 CONSTRUCTION SPECIFICATIONS (CONT.)

GN-1.7 CONSTRUCTION SPECIFICATIONS (CONT.)

GN-1.8 CONSTRUCTION SPECIFICATIONS (CONT.)

GN-2.0 MASTER FINISH SCHEDULE

GN-2.1 MASTER FINISH SCHEDULE (CONT.)

GN-2.2 MASTER FINISH SCHEDULE (CONT.)

GN-2.3 MASTER FINISH SCHEDULE (CONT.)

GN-2.4 MASTER FINISH SCHEDULE (CONT.)

GN-3.0 NATIONAL ACCOUNTS

GN-3.1 ACCESSIBILITY STANDARDS

GN-3.2 COMCHECK

D-1.0 DEMO FLOOR PLAN

D-4.0 DEMO ROOF PLAN

D-5.0 DEMO EXTERIOR ELEVATIONS

D-5.1 DEMO EXTERIOR ELEVATIONS

A-1.0 FLOOR PLAN

A-1.1 KEYED NOTE PLAN

A-2.0 REFLECTED CEILING PLAN

A-2.1 LIGHT DETAILS AND SCHEDULES

A-3.0 FLOOR FINISH PLAN

A-4.0 ROOF PLAN

A-5.0 EXTERIOR ELEVATIONS

A-5.1 EXTERIOR ELEVATIONS

A-5.2 EXTERIOR DETAILS

A-5.3 EXTERIOR DETAILS

A-5.4 EXTERIOR DETAILS

A-6.0 EXTERIOR DESIGN GUIDELINES

A-7.0 WALL SECTIONS

A-7.1 WALL SECTIONS

A-8.0 INTERIOR ELEVATIONS

A-8.1 INTERIOR ELEVATIONS

A-9.0 INTERIOR DETAILS

A-10.0 DOOR SCHEDULES & DETAILS

K-1.0 EQUIPMENT PLAN AND SCHEDULE

K-1.1 EQUIPMENT PLAN AND SCHEDULE

K-1.2 EQUIPMENT PLAN AND SCHEDULE

K-1.3 EQUIPMENT PLAN AND SCHEDULE

K-1.4 EQUIPMENT PLAN AND SCHEDULE

P-0.0 PLUMBING GENERAL SHEET & SYMBOLS

P-1.0 WATER PLANS

P-1.1 SANITARY PLAN

P-2.0 PLUMBING RISERS AND DETAILS

P-3.0 PLUMBING DETAILS

P-3.1 PLUMBING DETAILS

P-4.0 PLUMBING - 3M WATER FILTRATION SYSTEM

M-0.0 MECHANICAL GENERAL SHEET & SYMBOL

M-1.0 MECHANICAL FLOOR PLAN

M-2.0 MECHANICAL SCHEDULES AND DETAILS

M-3.0 MECHANICAL HOOD INFORMATION

M-4.0 CAPTIVE AIRE HOOD DATA 5'-3" SANDWICH STATION

ABBREVIATION INDEX

FURN. FURNITURE

F.D.

F.O.

FT.

FIN.

FL.

EXT.

EXIST.

EQ.

ELEC.

EQUIP.

DWG.

EA.

EL.

D.S.

DR.

DIM.

DN.

DISP.

DIA.

D.F.

FLOOR DRAIN

FOOT

FACE OF

FINISH

FLOOR

EQUIPMENT

ELECTRICAL

EXISTING

EXTERIOR

EQUAL

DOWN SPOUT

ELEVATION

DRAWING

EACH

DOOR

DIMENSION

DISPENSER

DIAMETER

DRINKING FOUNTAIN

DOWN

CONST.

DTL.

DEPT.

CONT.

CONC.

CM

COL.

CMU

CLOS.

CLG.

BSMT.

BOT.

C.T.

C.L.

BTWN.

BM.

BLDG.

ALT.

APPROX.

BD.

CONC. MASONRY UNIT

CONSTRUCTION

DEPARTMENT

CONCRETE

CONTINUOUS

DETAIL

CONSTRUCTION MGR.

COLUMN

CEILING

CLOSET

BASEMENT

CERAMIC TILE

CENTER LINE

BOTTOM

BETWEEN

APPROXIMATE

ALTERNATE

BEAM

BUILDING

BOARD

A.F.F.

ALUM.

A/C

A.D.

@

&

ALUMINUM

AIR CONDITIONING

ABOVE FINISH FLOOR

AREA DRAIN

AT

AND

COMBO DUNKIN'/BASKIN

DUNKIN'/TOGO'S

TOGO'S/BASKIN

D.B.I. DUNKIN' BRANDS INC.

C.S. CONSTRUCTION

SPECIFICATIONS

ON CENTER

NOMINAL

OVERALL

NOT TO SCALE

NUMBER

OPENING

OPTIONAL

PROPERTY

PLYWOOD

PLUMBING

PAINTED

POLY VINYL CHLORIDE

PER SQUARE INCH

PER SQUARE FOOT

PLASTIC LAMINATE

OUTSIDE DIAMETER

P.V.C.

PTD.

P.S.I.

PR.

PROP.

P.S.F.

PLYWD.

PLUMB.

PAIR

OPT.

PL.

P.LAM.

O.D.

OPNG.

PLATE

N.T.S.

O.C.

O.A.

NO.

NOM.

HOLLOW METAL

HEADER

GYPSUM BOARD

HARDWOOD

GALVANIZED

INTERIOR

INSULATION

HORIZONTAL

LAMINATE

KITCHEN

LAVATORY

MANUFACTURER

MAXIMUM

MECHANICAL

MASONRY

MOUNTED

MISCELLANEOUS

MINIMUM

NOT IN CONTRACT

INSIDE DIAMETER

MASONRY OPENINGM.O.

MTD.

N.I.C.

MIN.

MISC.

MECH.

MFR.

MTL.

MAX.

MAS.

METAL

LAM.

LT.

LAV.

KIT.

JT.

LIGHT

JOINT

I.D.

INT.

INSUL.

HGT.

HORIZ.

HEIGHT

GYP. BD.

HDWD.

H.M.

HDR.

GALV.

GA. GAUGE

TOP OF PLATET.O.P.

VINYL WALL COVERING

VINYL COMPOSITION BASE

VINYL COMPOSITION TILE

WELDED WIRE MESH

WITHW/

WWM.

WT.

WD.

W/O

WP.

W.C.

WEIGHT

WATERPROOFING

WATER CLOSET

WITHOUT

WOOD

T.O.SL.

T.O.S.

V.W.C.

V.C.T.

VERT.

V.C.B.

V.I.F.

TYP.

TRT.

VERIFY IN FIELD

VERTICAL

TOP OF SLAB

TOP OF STEEL

TREATED

TYPICAL

SPECIFICATIONSPEC.

THRU

SUSP.

STRUCT.

TEL.

THK.

S.S.

STL.

STD.

SQ.

STRUCTURAL

THROUGH

SUSPENDED

TELEPHONE

THICK

STANDARD

STAINLESS STEEL

SQUARE

STEEL

RESIL.

REQ'D

SCHED.

S.F.

SIM.

SHT.

SEC.

R.O.

RM.

REV.

SIMILAR

SQUARE FOOT

SCHEDULE

SECTION

SHEET

ROUGH OPENING

RESILIENT

REQUIRED

REVISION

ROOM

REINF.

RAD.

REF.

R.A.

QTY.

Q.T.

REINFORCING

RADIUS

DUNKIN' BRANDS

REFRIGERATOR

QUANTITY

QUARRY TILE

401 ROY MARTIN RD

GRAY, TN 37615

GRAPHIC SYMBOLS

108

A

B

C

D

1

A-1

2

A-7

2

A-9

ROOM NAME

108

SECTION NUMBER

SHEET NUMBER

SECTION

DETAIL

DETAIL NUMBER

SHEET NUMBER

DETAIL

A

DOOR MARK

DOOR

XXX

XX

KEY NOTEEQUIPMENT TAG

XX-XX

FINISHES

ROOM

FINISH

NUMBER

ROOM

NUMBER

1

COLUMN REFERENCE GRIDS

PARTITION TYPE

INTERIOR ELEV. INDICATOR

ELEV. NUMBER

SHEET NUMBER

1

A-1

A

2 3

KEY MAP

CODE INFORMATION

PROJECT LOCATION

N

Title Sheet &

Code Review

T-1.0

KEY PLAN

N

COMPANY:

STREET ADDRESS:

CITY, STATE ZIP:

PHONE:

FAX:

ENGINEER:

EMAIL:

ms consultants, Inc.

2221 SCHROCK RD.

COLUMBUS, OH 43229

614-898-7100

614-898-7570

Ian Aultman

apychewicz@msconsultants.com

E-0.0 ELECTRICAL NOTES AND ONE LINE

E-1.0 ELECTRICAL LIGHTING PLAN

E-2.0 ELECTRICAL POWER PLAN

E-2.1 ELECTRICAL ROOF POWER PLAN &

ELEVATIONS

E-3.0 TECHNOLOGY POS PLAN AND SCHEDULES

E-3.1 TECHNOLOGY DETAILS

E-4.0 ELECTRICAL SCHEDULES & DETAILS

E-5.3 ELECTRICAL CONTROL - 16 RELAY

E-6.0 ELECTRICAL SITE PLAN & SITE TECHNOLOGY

REQUIREMENTS

09/18/20 BID ADDENDUM #1

F

O

C

FOC

FOC

FO

C

F

O

C

F

O

C

F

O

C

F

O

C

F

O

C

FO

C

FO

C

FO

C

FO

C

FO

C

A/C

A/C

A/C

A/CA/C

ELECTRICAL

TRANSFORMER

H/C

H/C

8"

4"

4"

5"

7"

10"

10"

12"

D

Y

H

1/2" IPF

LS: 1542

1/2" IPF

LS: 1542

W

W

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

ELECTRIC

VAULT

BACK-FLOW

ELE

CT

RIC

BO

X

STOP

SIGN

STOP

SIGN

ELECTRIC

VAULT

ELECTRIC

VAULT

CMF

BROKEN

DO NOT

ENTER

SIGN

DO NOT

ENTER

SIGN

36''RCP

36''RCP

IE=1466.64

PKS

PKS

18''C

MP

18''C

MP

18''C

MP

INLET

TC=1469.90

IE=1465.95

36''C

M

P

36''C

M

P

36''C

M

P

15"R

CP

~

12''S

S

12''S

S

1

2

''S

S

1

2

''S

S

1

2

''S

S

8''S

S

~

12''SS

~

ROY MARTIN ROAD

PUBLIC R/W VARIES

SS MH

TC=1470.60

IE=1462.10

SS MH

TC=1470.79

IE=1460.79

INLET

TC=1470.06

IE=1467.61

FOC

F

O

C

FOC

F

O

C

F

O

C

F

O

C

F

O

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

SS MH

TC=1468.83

IE=1458.53

36''R

CP

36''R

CP

IE=1465.08

IE=1465.06

IE=1464.35

INLET

TC=1475.57

IE=1473.17

15" RCP

ST MH

TC=1475.75

SEALED

3

6

''C

M

P

3

6

''C

M

P

3

6

''C

M

P

3

6

''C

M

P

3

6

''C

M

P

3

6

''C

M

P

1

8

''C

M

P

R

E

T

-

W

A

L

L

INLET

TC=1479.99

IE=1476.74

6

'

'

P

V

C

~

IE=1468.47

CONC ISLANDS

W/ CANOPY

18''C

PP

1

8

''C

P

P

1

8

''C

P

P

1

8

'

'

C

M

P

1

8

'

'

C

P

P

1

8

'

'

C

P

P

INLET

TC=1484.34

IE=1476.94

1

8

''C

P

P

~

INLET

TC=1484.33

IE=1476.43

GRATE

TC=1483.05

IE=1480.15 6"PVC

IE=1475.85

6''P

V

C

6

''P

V

C

~~

4''C

PP

~

IE=1479.70

IE=1475.00

FFE @

DOOR

EL=1485.22

BLDG

H≈13.5'

ST MH

TC=1483.30

IE=1475.35

IE=1473.82

8

'

'

P

V

C

~

INLET

TC=1483.47

IE=1476.47

BOT=1475.12

48''R

CP

48''R

CP

18''S

T

18''S

T

~

~

~

INLET

TC=1480.73

IE=1475.33 8"PVC

IE=1475.13

1-STORY

COMMERCIAL

BUILDING

4400 SF±

71.0'

55

.3

'

25.8'

39.6'

84.7'

83.8

'

60

.6

'

~ASPHALT~

~ASPHALT~

~

C

O

N

C

~

N 70°18'11" W 196.43' (M)

N 70°17'25" W 196.43' (R)

N 1

9°4

4'2

6" E

2

38

.4

8' (M

)

N 1

9°4

5'1

2" E

2

38

.4

8' (R

)

S 69°13'55" E 20.00' (M)

S 69°13'09" E 20.00' (R)

S

5

3

°

4

3

'0

8

"

E

2

0

0

.9

8

' (

M

)

S

5

3

°

4

2

'2

2

"

E

2

0

0

.9

7

' (

R

)

C1

ST

AT

E R

O

UT

E 75

AK

A B

OB

BY

H

IC

KS

H

W

Y

PU

BLIC

R

/W

V

AR

IE

S

J A INVESTMENTS

245 BIRCH ST

BLOUNTVILLE, TN 37617

ROLL 685 - IMAGE 1491

LOT 10

PB 18, PG 539

J A INVESTMENTS

245 BIRCH ST

BLOUNTVILLE, TN 37617

ROLL 685 - IMAGE 1491

LOT 10

PB 18, PG 539

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1473

1471

1.000 AC±

43560 SF±

Outfall Structure

Top=1480.35

IE=1472.05 (6" Orifice)

IE=1474.40 (3" Orifice)

IE=1475.05 (5" Orifice at Bottom)

CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH

C1 M 181.49' 5779.58' 1°47'57" S 24°52'13" W 181.48'

C1 R 181.48' 5779.58' 1°47'57" S 24°52'59" W 181.48'

LEGEND

IRON PIN FOUND, AS NOTED

CONCRETE MONUMENT FOUND (CMF)

SEWER MANHOLE

BOLLARD

SIGN, AS NOTED

FIRE HYDRANT

WATER VALVE

WATER METER

D

Y

H

W

UTILITY POLE

GUY WIRE

TRAFFIC POLE

ELECTRIC METER

ROOF DRAIN

IRRIGATION VALVE

GATE POST

CURB INLET

GRATE INLET

STORM MANHOLE

OHW

PROPERTY LINE

EASEMENT LINE

SETBACK LINES

OVERHEAD WIRE

X

FENCE LINE

FOC

UNDERGROUND FIBER OPTIC

LIGHT POLE(2-WAY)

LIGHT POLE

W

SS

WATER LINE, AS NOTED

SANITARY SEWER, AS NOTED

ST

STORM SEWER PIPE, AS NOTED

P. K. NAIL SET (PKS)

SEWER CLEAN OUT

BENCHMARK, AS NOTED

CLIENT

ms consultants, inc.

engineers, architects, planners

2221 Schrock Road

Columbus, Ohio 43229-1547

phone 614.898.7100

fax 614.898.7570

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4XX 4

9 8

VICINITY MAP NOT TO SCALE

BASIS OF BEARINGS

TN STATE PLANE

COORDINATE SYSTEM

NAD 83

SCALE 1" = 20'

Know what's below.

Call before you dig.

Re

vis

io

nD

ate

No

.

1202 CROSSLAND AVE.

CLARKSVILLE, TN 37040

PHONE 931-645-2524

FAX 931-645-2768

dave@younghobbs.com

9/03/2020

8/31/2020

DRAWN BY:

APPROVED BY:

DATE: (FIELD)

DATE: (OFFICE)

KAB

KAB-CLH

191-20YHA PRO. #

OWNER

INFORMATION

CITY OF GRAY,

WASHINGTON COUNTY,

TENNESSEE

GPM RE LLC PROPERTY

ROLL 1007 IMAGE 607

LOT 9, PB 18, PG 209

TAX MAP 12H-E PARCEL 4.00

12TH CIVIL DISTRICT

ALTA/NSPSLAND TITLE

SURVEY

YOUNG - HOBBSAND

ASSOCIATES

____________________________________

KENNETH A. BAU, RLS 2019

THE SURVEY SHOWN HEREON WAS

MADE IN ACCORDANCE WITH CHAPTER

0820-3, STANDARDS OF PRACTICE AS

ADOPTED BY THE TENNESSEE STATE

BOARD OF EXAMINERS FOR LAND

SURVEYORS.

LAND DESCRIPTION: AS

RECORDED.

Situate, lying and being in the 12th Civil District of Washington County,

Tennessee and more particularly described as follows, to wit:

BEING all of Lot 9 of Spratlin Park Subdivision, a map or plat of said

subdivision being of record in Plat Book 18, page 209, in the Register's Office

for Washington County, Tennessee, to which reference is here made.

TOGETHER WITH those easements set out in that certain Grant of

Easements of record in official records film roll 518, image 1407, Washington

County Public Records, TN; as amended and restated by Restated Grant of

Easements of record in official records film roll 545, image 1077, Washington

County Public Records, TN.

SURVEYOR'S CERTIFICATION:To: .

THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON

WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016

MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND

TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA

AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 7(c), 8,

9, 10(a), 11, 13, 14, 16, 17, 18, AND 19 OF TABLE A THEREOF. THE

FIELD WORK WAS COMPLETED ON AUGUST 31, 2020.

DATE OF PLAT OR MAP: SEPTEMBER 3, 2020.

____________________________ _____________

KENNETH A. BAU, RLS 2019 DATE

kenny@younghobbs.com

PARKING:

REGULAR: 28

HANDICAP: 2

TOTAL: 30

SURVEY NOTES:

INFORMATION REGARDING THE PRESENCE, SIZE AND LOCATION OF

UNDERGROUND UTILITIES IS SHOWN HEREON. THIS INFORMATION

HAS BEEN SHOWN BASED ON THE LOCATION OF ABOVE GROUND

APPURTENANCES, AVAILABLE DESIGN PLANS, AND FLAGS AND PAINT

PLACED BY THE UNDERGROUND PROTECTION SERVICE. NO

CERTIFICATION IS MADE AS TO THE ACCURACY OF THOROUGHNESS

OF THE INFORMATION CONCERNING UNDERGROUND UTILITIES AND

STRUCTURES SHOWN HEREON. (TN ONE CALL SYSTEM, INC.

1-800-351-111 OR 811).

NO PRIVATE UTILITY LOCATE WAS PERFORMED ON THIS SITE AT THE

TIME OF THIS SURVEY.

CONTACT PROPER AUTHORITIES BEFORE BUILDING NEAR UTILITY

LINES, FOR EASEMENT WIDTH AND RESTRICTIONS. UTILITIES ARE

APPROXIMATE AND SHOULD BE VERIFIED PRIOR TO ANY

CONSTRUCTION.

THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE

PERSON OR ENTITIES NAMED HEREON. NO EXPRESS OR IMPLIED

WARRANTIES WITH RESPECT TO THE INFORMATION SHOWN HEREON

IS TO BE EXTENDED TO ANY PERSONS OR ENTITIES OTHER THAN

THOSE SHOWN HEREON.

LIST OF ENCROACHMENTS: NONE.

A TITLE REPORT WAS NOT PROVIDED TO THE SURVEYOR.

THE PROPERTY DESCRIBED IN THE TITLE COMMITMENT IS THE SAME

PROPERTY AS DEPICTED ON THE SURVEY.

I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN MADE USING THE

RECORDED INFORMATION SHOWN, AND THAT THIS SURVEY IS

CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I HEREBY

CERTIFY THAT THIS IS A CATEGORY 1 SURVEY AND THAT THE RATIO

OF PRECISION OF THE UNADJUSTED TRAVERSE IS BETTER THAN

1:10,000 AS SHOWN HEREON.

TABLE A NOTES:

ITEM 2: AS PER TENNESSEE REAL ESTATE ASSESSMENT

DATE.

ITEM 3: THIS PROPERTY IS LOCATED WITHIN AN AREA HAVING

ZONE DESIGNATIONS OF "X" BY THE FEDERAL

EMERGENCY MANAGEMENT AGENCY, ON FLOOD

INSURANCE RATE MAP NO. 47179C0061D, WITH AN

MAP REVISED DATE OF SEPTEMBER 29, 2006, IN

WASHINGTON COUNTY, STATE OF TENNESSEE,

WHICH IS THE CURRENT FLOOD INSURANCE RATE

MAP FOR THE COMMUNITY IN WHICH SAID PROPERTY

IS SITUATED.”

ITEM 5: CONTOURS WERE DERIVED FROM RANDOM SHOTS

AND CROSS SECTIONS AND ARE SHOWN AT ONE

FOOT INTERVALS. ELEVATIONS SHOWN HEREON ARE

BASED ON GPS OBSERVATIONS TOGETHER WITH AN

OPUS SOLUTION, DATED 8/31/2020 (NAVD88,

GEOID18).

ITEM 6A: NO ZONING REPORT PROVIDED.

ITEM 16: THERE WAS NO EVIDENCE OF RECENT EARTH

MOVING, BUILDING CONSTRUCTION, OR BUILDING

ADDITIONS OBSERVED IN THE PROCESS OF

CONDUCTING THE FIELDWORK.

ITEM 17: THERE WAS NO EVIDENCE OF RECENT CHANGES IN

STREET RIGHT OF WAY LINES. THERE WAS NO

EVIDENCE OF RECENT OR STREET SIDEWALK

CONSTRUCTION OR REPAIRS OBSERVED IN THE

PROCESS OF CONDUCTING THE FIELDWORK.

ITEM 18: THERE WAS NO WETLAND DELINEATION OBSERVED IN

THE PROCESS OF CONDUCTING THE FIELDWORK.

SITE

PRELIMINARY,NOT FOR

RECORDING ORTRANSFER

PRELIMINARY, NOT FORRECORDING OR TRANSFER

SHEET 1 OF 1

SITE ADDRESS:

401 ROY MARTIN ROAD

GRAY, TN 37615

0 20 40 60

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31

LEGEND

EXISTING PROPOSED DESCRIPTION

LIMITS OF CONSTRUCTION

CONCRETE

LIGHT POLE

UTILITY POLE

POLE GUY

SHEET

SHEET TITLE

PROJECT NO.:

REVISION

NOTICE

THIS ARCHITECTURAL AND ENGINEERING

DRAWING IS GIVEN IN CONFIDENCE AND

SHALL BE USED ONLY PURSUANT TO

THE AGREEMENT WITH THE ARCHITECT.

NO OTHER USE, DISSEMINATION, OR

DUPLICATION MAY BE MADE WITHOUT

PRIOR WRITTEN CONSENT OF THE

ARCHITECT. ALL COMMON LAW RIGHTS

OF COPYRIGHT AND OTHERWISE ARE

HEREBY SPECIFICALLY RESERVED.

PROJECT

62-40336-08

# DATE DESCRIPTION

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ate: 9/18/2020 1:28 P

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LLK

IA

DRAWN BY

CHECKED BY

APPROVED BY

ISSUED

DATE DESCRIPTION

GRAY, TN

DUNKIN' DONUTS

401 ROY MARTIN RD

GRAY, TN 37615

03/25/20

CLIENT REVIEW

09/18/2020

07/28/20 OWNER REVISIONS2

05/11/20

PERMIT SET

09/03/20

BID SET

09/18/20 BID ADDENDUM #13

PARKING DATA

PROVIDED

STANDARD 21

HANDICAP 2

TOTAL 23

TRAFFIC DETECTOR LOOP, SEE ELECTRICAL SITE PLAN.

EXISTING PARKING SIGNS TO BE REMOVED AND DISPOSED OF.

GENERAL CONTRACTOR TO PROVIDE AND INSTALL (1) POST FOR HANDICAP PARKING SIGNS. SIGNS

PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. SEE DETAIL 8 ON SHEET C2.

GENERAL CONTRACTOR TO PROVIDE AND INSTALL (1) POST FOR HANDICAP PARKING SIGN WITH "VAN

ACCESSIBLE" SIGN. SIGNS PROVIDED BY CONTRACTOR TO MEET LOCAL REQUIREMENTS. SEE DETAIL 8

ON SHEET C2.

CONCRETE RAMP WITH HANDRAIL, SEE DETAIL 9 ON SHEET C2.

EXISTING STOP SIGN TO BE RELOCATED.

EXISTING HVAC EQUIPMENT TO REMOVED AND REPLACED. SEE MEP PLANS FOR MORE INFORMATION.

PROPOSED TRANSFORMER AND UNDERGROUND ELECTRIC SERVICE. SEE ELECTRICAL DRAWINGS FOR

MORE INFORMATION. EXISTING TRANSFORMER TO BE REPLACED

HEIGHT CLEARANCE BAR.

ILLUMINATED DIRECTIONAL SIGN.

PROPOSED SITE SIGN ON EXISTING POLE.

EXISTING SITE LIGHT POLES TO BE RELOCATED. COORDINATE EXACT LOCATION WITH OWNER AND

POWER COMPANY. SEE DETAIL 10 ON SHEET C2.

CONTRACTOR TO USE GREAT CARE TO NOT DAMAGE EXISTING FIBER-OPTIC LINES.

6" CONCRETE CURB AND GUTTER, SEE DETAIL 5 ON SHEET C2.

CONTRACTOR TO REMOVE AND REPLACE SIDEWALK AS NECESSARY TO MAINTAIN A MAXIMUM SLOPE OF

2.00%

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

GENERAL NOTES:

A. ALL EXISTING CONDITIONS, TOPOGRAPHY, UTILITIES AND PROPERTY INFORMATION ARE TAKEN FROM A SURVEY OF LAND SITUATED IN

THE CITY OF GRAY, COUNTY OF WASHINGTON, AND STATE OF TENNESSEE, BY : YOUNG-HOBBS AND ASSOCIATES, 1202 CROSSLAND

AVENUE, CLARKSVILLE, TENNESSEE, PH: (931) 645-2424.

B. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES

ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES.

WHEN EXCAVATION IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY SO A REPRESENTATIVE OF

THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION.

C. ALL EXISTING UTILITIES, ARE TAKEN FROM DESIGN PLANS AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES

ADJACENT TO OR UPON PREMISES SHOWN ON PLAN.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION

D. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED.

E. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT

PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.

F. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND ADDITIONAL INFORMATION.

G. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL,

STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.

H. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITIES DURING CONSTRUCTION AND ALL DAMAGE SHALL BE

REPAIRED TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.

I. AT START OF PROJECT AND PRIOR TO DEMOLITION OF EXISTING CONDITIONS, CONTRACTOR SHALL BE IN CONTACT WITH ADJACENT

PROPERTY OWNERS, CITY REPRESENTATIVE, UTILITY REPRESENTATIVES AND OWNER REPRESENTATIVE TO COORDINATE DEMOLITION

TIMING.

J. CONTRACTOR TO REMOVE AND DISPOSE OF ALL DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION AND CONSTRUCTION

OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS GOVERNING SUCH

OPERATIONS.

K. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION

PHASES OF THIS PROJECT. CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DAMAGE TO NEIGHBORING PROPERTIES OCCURRING AS

A RESULT OF CONSTRUCTION ACTIVITIES.

L. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND

IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION.

M. CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING UTILITY LINES. PROPOSED UTILITIES SHOULD TIE INTO EXISTING

UTILITIES AT A POINT INDICATED ON PLANS.

N. SEE ELECTRICAL PLANS FOR DETAILED CONDUIT LAYOUT.

O.WATER METER/BACKFLOW LOCATED IN THE BUILDING. SEE MECHNAICAL/PLUMBING PLANS.

P. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITIES DURING CONSTRUCTION AND ALL DAMAGE SHALL BE

REPAIRED TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER OR CITY.

Q. ALL CONSTRUCTION METHODS AND MATERIAL MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL,

STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.

R. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND

EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS TO NOT CAUSE DAMAGE.

S. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES

ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES.

WHEN EXCAVATION IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY SO A REPRESENTATIVE OF

THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION.

SITE PLAN

C1

KEYED NOTES:

EXISTING BUILDING CANOPY AND ALL INCIDENTALS TO BE REMOVED AND DISPOSED OF.

EXISTING TRASH ENCLOSURE AND FENCE TO REMAIN.

EXISTING CONCRETE CURB TO BE REMOVED AND DISPOSED OF.

TAPER LAST 10' OF NEW CURB TO MEET AND MATCH CONFIGURATION AND ELEVATION OF EXISTING

ADJOINING CURB.

ASPHALT PAVEMENT, SEE DETAIL 1 ON SHEET C2.

20'x10'x6" THICK CONC. PAD W/ 18"X54" GROUND LOOPS; TOP OF SLAB SHALL BE FLUSH WITH PAVEMENT,

SEE DETAIL 2 ON SHEET C2.

4" WIDE PAINTED PARKING STRIPES (TYP.).

DRIVE-THRU BRANDED GRAPHIC, PAINT TP-04 ORANGE, COORDINATE WITH OWNER.

"ARROW" BYPASS LANE TO BE PAINTED TP-01 WHITE (TYP.), COORDINATE WITH OWNER.

D/T STACK AND MENU BOARD CAMERA MOUNTED TO BUILDING. COORDINATE FINAL LOCATION WITH

OWNER.

4" THICK CONCRETE SIDEWALK, SEE DETAIL 3 ON SHEET C2.

BOLLARD, SEE DETAIL 4 ON SHEET C2.

EXISTING TREES/BUSHES AND VEGETATION TO BE CLEARED AND GRUBBED.

ORDER CANOPY WITH INTEGRATED SPEAKER.

DIGITAL MENU BOARDS.

PROPOSED SIDEWALK TO BE ADA COMPLIANT WITH 2.00% MAXIMUM CROSS-SLOPE AND 5.00% MAXIMUM

LONGITUDINAL-SLOPE.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

3

3

3

3

SHEET

SHEET TITLE

PROJECT NO.:

REVISION

NOTICE

THIS ARCHITECTURAL AND ENGINEERING

DRAWING IS GIVEN IN CONFIDENCE AND

SHALL BE USED ONLY PURSUANT TO

THE AGREEMENT WITH THE ARCHITECT.

NO OTHER USE, DISSEMINATION, OR

DUPLICATION MAY BE MADE WITHOUT

PRIOR WRITTEN CONSENT OF THE

ARCHITECT. ALL COMMON LAW RIGHTS

OF COPYRIGHT AND OTHERWISE ARE

HEREBY SPECIFICALLY RESERVED.

PROJECT

62-40336-08

# DATE DESCRIPTION

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LLK

IA

DRAWN BY

CHECKED BY

APPROVED BY

ISSUED

DATE DESCRIPTION

GRAY, TN

DUNKIN' DONUTS

401 ROY MARTIN RD

GRAY, TN 37615

03/25/20

CLIENT REVIEW

09/18/2020

07/28/20 OWNER REVISIONS2

05/11/20

PERMIT SET

09/03/20

BID SET

09/18/20 BID ADDENDUM #13

SITE DETAILS

C2

1

ASPHALT PAVEMENT

NTS

6"

SEE SITE PLAN FOR WALK WIDTH

6"

A. LOCATE CONTROL JOINTS AS SHOWN ON PLAN OR 10' O.C. MAXIMUM. VERIFY

WITH SITE REPRESENTATIVE.

B. CONCRETE WALKS AGAINST THE BUILDING OR CONCRETE PAVEMENT SHALL HAVE

1

2

" PREFORMED EXPANSION JOINT BETWEEN WALK AND BUILDING OR WALK AND

CONCRETE PAVEMENT.

C. CONCRETE PADS OVER 4" THICK REQUIRE CONTROL JOINTS TO BE 12' O.C.

MAXIMUM.

TYPICAL SECTION ADJACENT TO

DRIVES

TYPICAL SECTION

IN LAWN AREAS

CROSS SLOPE 1% MIN., 2%

MAX.

CONCRETE SIDEWALK NOTES

11"

EXPANSION JOINT CONTROL JOINT

CONCRETE SIDEWALK

3

NTS

PULVERIZED TOPSOIL (TYPICAL

LANDSCAPE AREA) SLOPE TO 2"

BELOW THE TOP PF SIDEWALK

4" CONCRETE WALK (LIGHT

BROOM FINISH) WITH

6x6-W1.4xW1.4 W.W.F.

SUB-GRADE

4" COMPACTED GRAVEL

(NO VAPOR BARRIER)

1/2" EXPANSION JOINT NOT TO

EXCEED 25'-0" APART. INSTALL

VINYL "ZIP-STRIP" BY VINYLEX

CORP.

#4 DOWELS, 18" LENGTH AT 3'

O.C. MAX. USE SMOOTH GREASED

DOWELS OR PLASTIC SLEEVES.

4" CONCRETE WALK (LIGHT

BROOM FINISH) WITH

6x6-W1.4xW1.4 W.W.F.

COMPACTED AGGREGATE

COMPACTED SOIL SUB-BASE

1/4" WIDE x 1" DEEP CONTROL

JOINT AT 10'-0" O.C. MAXIMUM

1" EASED EDGE

ADJACENT PAVEMENT

1/4" TOOLED CONTROL JOINT

5

NTS

2

SECTION AT CONCRETE PAD

NTS

PAVEMENT

CONC PAD MIN 4000 PSI

w/ #4 BARS @ 12" OC

EACH WAY

CONC PAD TO BE FLUSH w/ PAVEMENT

12" GRANULAR FILL

VIRGIN SOIL OR COMPACTED FILL

6"

1'-0"

4

BOLLARD DETAIL

NTS

FORMED CONCRETE TOP

MIN 4" CONCRETE

FILLED STEEL PIPE

WITH BOLLARD

COVER; REFER TO

NATIONAL

ACCOUNTS.

LINE OF PAVING -

SEE SPECIFICATIONS

PAVEMENT THICKNESS

NOTES:

1) SEE SITE PLAN

FOR LOCATIONS

2) SEE EXTERIOR

FINISH SCH. FOR

BOLLARD COVER

SPEC.

POURED CONCRETE

FOOTING

3'-6"

1'-6"

RUN CONDUIT FOR ELEC. &

DATA TO BLDG., VERIFY SIZE

w/ MANUFACTURER

G.C. TO PROVIDE

FOUNDATION, ANCHOR

BOLTS, CAGE, AND ALL

RELATED ACCESSORIES

PRIOR TO INSTALLATION.

SIGN VENDOR TO SUPPLY

POST AND BOX PAINTED

TO MATCH ALUMET

CHARCOAL GRAY

ALUMINUM

(1) DIGITAL SCREEN

6'-3

"

2'-5

1

2

"

FRONT VIEW

MICROPHONE

(BY OTHERS)

SPEAKER (BY OTHERS)

9'-0

"

9'-9

1 2

"

1'-8"

4'-0"

9"

9'-0

"

1'-8

1 4

"

(2) DIGITAL SCREENS

FRONT VIEW SIDE VIEW

CANOPY PAINTED TO

MATCH DD ORANGE

PMS#165C

POST PAINTED TO MATCH

ALUMET CHARCOAL

GRAY ALUMINUM

RUN CONDUIT FOR ELEC. &

DATA TO BLDG., VERIFY SIZE

w/ MANUFACTURER

G.C. TO PROVIDE FOUNDATION,

ANCHOR BOLTS, CAGE, AND ALL

RELATED ACCESSORIES PRIOR

TO INSTALLATION. SIGN

VENDOR TO SUPPLY

ORDER

CONFIRMATION

DISPLAY WITHIN

DIGITAL MENU

BOARD SCREEN

6'-0"

5°'

DIGITAL PREVIEW BOARD DETAIL

6

NTS

DIGITAL "ALL IN ONE" ORDER CANOPY DETAIL

7

NTS

3'-0"

SUBGRADE

A

C

B

D

NOTES

A. SUBGRADE COMPACTION: CBR= 5

B. BASE COURSE TO CONFORM TO TENNESSEE DEPARTMENT OF TRANSPORTATION STANDARDS

FOR BASE COURSE COMPACTED TO 100% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM

DRY DENSITY

C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM

REQUIREMENTS OF THE CURRENT TENNESSEE DEPARTMENT OF TRANSPORTATION

SPECIFICATIONS

A = 1.5" ASPHALT CONCRETE

(TDOT ITEM 411, GRADING E, SURFACE

COURSE)

B = TACK COAT (0.05 GAL/S.Y.)

C = 2" ASPHALT CONCRETE

(TDOT ITEM 307, GRADING B,

INTERMEDIATE COURSE)

D = 6" OF AGGREGATE BASE

(TDOT ITEM 903.05, TYPE A, CLASS A AND

GRADING D)

PAVING

PIPE BASE (PAINTED)

FINISH GRADE

ALUMINUM "VAN ACCESSIBLE" SIGN

REQUIRED ONLY @ LOCATIONS

INDICATED ON SITE PLAN

AS VAN ACCESSIBLE

ALUMINUM

HANDICAPPED

PARKING SIGN

CLASS "C" CONCRETE

CONC. WASH

12"

36

"

8

HANDICAP PARKING SIGN

NTS

9

HANDRAIL DETAIL

NTS

4'-0" O.C. MAX.

1 1/2" Ø STEEL TUBE

RAIL, TYP., PAINTED

HANDRAIL

1'-0"

C

L

2'-1

0"

4"

C

L

CURB AND GUTTER DETAIL

6"1"

6"

12"

SLO

PE

6%

NOTES:

A. LONGITUDINAL JOINT TIE BARS SHALL BE NO. 6 AT 24" CENTERS

B. A MINIMUM CLEARANCE OF 2" BETWEEN THE END OF THE TIE BAR

AND THE BACK OF THE CURB SHALL BE MAINTAINED.

1" R

TIE BAR

SEE ASPHALT PAVEMENT

SECTION DETAIL THIS SHEET

GRADE

NOTES

A. FLOOD LIGHTS, POLE SIGNS, BUILDING SIGNS AND ACCENT LIGHTING ARE TO BE

SWITCHED ON/OFF THROUGH A LIGHTING CONTROLLER (WITH PHOTO CELL) AND TIME

CLOCKS. SEE ELECTRICAL SHEETS FOR DETAILS.

B. GENERAL CONTRACTOR TO COORDINATE BASE PLATE AND ANCHOR BOLT LAYOUT WITH

POLE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR.

C. GENERAL CONTRACTOR TO CONFIRM EXTENT OF ITEMS INDICATED TO BE FURNISHED

AND INSTALLED BY ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION.

2'-0"

3"

3"

2'-0"

SECTION

PLAN

6'-0"

3"

POLE-MOUNTED LUMINAIRE AND

MOUNTING BRACKET. SEE ELECTRICAL

PLANS FOR FIXTURE SCHEDULE

POLE. SEE ELECTRICAL PLANS FOR

POLE SIZE AND FINISH

CONCRETE PIER WITH (4) #9 REBAR

UPRIGHT, AND #3 TIES AT 12" O.C.

VERTICAL. TOP (2) #3 TIES SPACED

AS SHOWN.

PIER TO BE CONSTRUCTED IN ONE

CONTINUOUS POUR. CHAMFER TOP

EDGE 2" AT 45°

HAND HOLE WITH WEATHER PROOF

COVER AND HARDWARE PER MANUF.

SPECIFICATIONS

GROUND LUG (BY MANUFACTURER)

FOR ELECTRIC GROUND

GROUND LUG (BY MANUFACTURER)

FOR COPPERWELD CONNECTION

(4) GALVANIZED ANCHOR BOLTS -

1"DIA x 30" LONG WITH 4" LEG

STEEL BASE PLATE. INSTALLED ON 1"

THICK NON-SHRINK GROUT BED

ADJACENT FINISH GRADE

#8 COPPER GROUND WIRE. RUN WIRE

THROUGH CONDUIT IN CONCRETE PIER

TO GROUND ROD

CONDUIT FOR CIRCUIT WIRING.

CIRCUIT AS SHOWN ON ELECTRICAL

PLAN

3/4" x 10'-0" COPPERWELD

GROUND ROD

CONCRETE TO HAVE 28-DAY

COMPRESSIVE STRENGTH OF

4,000 PSI WITH 6% AIR CONTENT

#3 REINFORCING TIES AT 12" O.C.

VERTICALLY

CONDUIT FOR LIGHT CIRCUITING

(4) #9 REBAR UPRIGHT MAINTAIN 3" CLEAR

FROM TOP AND BOTTOM AND EDGES

CONDUIT FOR GROUND WIRE. MAINTAIN

MINIMUM 3" CLEAR FROM SIDE OF

CONCRETE PIER

LIGHT POLE AND BASE

10

NTS

SE

CT

IO

N

3

3

3

SHEET

SHEET TITLE

PROJECT NO.:

REVISION

NOTICE

THIS ARCHITECTURAL AND ENGINEERING

DRAWING IS GIVEN IN CONFIDENCE AND

SHALL BE USED ONLY PURSUANT TO

THE AGREEMENT WITH THE ARCHITECT.

NO OTHER USE, DISSEMINATION, OR

DUPLICATION MAY BE MADE WITHOUT

PRIOR WRITTEN CONSENT OF THE

ARCHITECT. ALL COMMON LAW RIGHTS

OF COPYRIGHT AND OTHERWISE ARE

HEREBY SPECIFICALLY RESERVED.

PROJECT

62-40336-08

# DATE DESCRIPTION

File N

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lotted B

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lot D

ate: 9/18/2020 1:29 P

M

LLK

IA

DRAWN BY

CHECKED BY

APPROVED BY

ISSUED

DATE DESCRIPTION

GRAY, TN

DUNKIN' DONUTS

401 ROY MARTIN RD

GRAY, TN 37615

03/25/20

CLIENT REVIEW

09/18/2020

07/28/20 OWNER REVISIONS2

05/11/20

PERMIT SET

09/03/20

BID SET

09/18/20 BID ADDENDUM #13

SITE DETAILS

C3

GRAVEL

BACKFILL

GRAVEL BACKFILL

STRAW BALES

TIGHTLY STACKED

AS SHOWN

PLAN

2" X 2" WOOD

STAKES (TYP.)

SECTION A-A

STRAW

BALES

AA

SPECIFICATIONS FOR CONCRETE WASHOUT

1. THE RESIDUE OR CONTENTS OF ALL CONCRETE MIXERS, DUMP TRUCKS, OTHER CONVEYANCE

EQUIPMENT AND FINISHING TOOLS SHALL BE WASHED INTO CONCRETE CLEAN-OUT STRUCTURES

CONSISTING OF A STRAW BALE BARRIER WITH GRAVEL BACKFILL. THE LENGTH AND WIDTH OF THESE

STRUCTURES SHALL BE AS DETERMINED BY THE CONTRACTOR TO FACILITATE THE PARTICULAR

EQUIPMENT USED. THESE STRUCTURES SHALL BE CONSTRUCTED ON LEVEL GROUND AT LEAST 100'

FROM THE NEAREST WATERCOURSE, DRAINAGE SWALE OR INLET. AT NO TIME SHALL THE

STRUCTURE BE ALLOWED TO BE MORE THAN 50% FULL. THE CONTRACTOR SHALL MAINTAIN THESE

PONDS UNTIL ALL CONCRETE PLACEMENT IS COMPLETE FOR THE PROJECT.

2. EMBED THE STRAW BALES 4" INTO THE SOIL. PROVIDE TWO ROWS OF BALES, AS SHOWN ON THE

DETAIL, WITH ENDS AND CORNERS TIGHTLY ABUTING. ORIENT THE STRAW BALES LENGTHWISE WITH

BINDINGS AROUND THE SIDES OF THE BALES SO THE WIRE DOES NOT CONTACT THE SOIL. DRIVE

2"X2" WOOD STAKES THROUGH EACH BALE, TO SECURELY ANCHOR THE BALE AND CONNECT

ADJACENT BALES. GRAVEL BACKFILL SHALL BE PROVIDED AND TAMPED AROUND THE OUTSIDE

PERIMETER OF THE BALES TO PREVENT EROSION AND FLOW AROUND THE BALES.

3. THE INTENT OF THESE STRUCTURES IS TO COLLECT ALL CONCRETE WASH OUT WATER AND ALLOW IT

TO DRY TO A SOLID MATERIAL. AFTER DRYING, THE SOLID MATERIAL CAN BE REMOVED WITH A

LOADER OR EXCAVATOR FOR PROPER DISPOSAL. WASH OUT WILL NOT BE PERMITTED IN ANY OTHER

AREAS.

4. USE THE MINIMUM AMOUNT OF WATER TO WASH THE VEHICLES AND EQUIPMENT. NEVER DISPOSE OF

WASH OUT INTO THE STREET, STORM INLET, DRAINAGE SWALE OR WATERCOURSE. DISPOSE OF

SMALL AMOUNTS OF EXCESS DRY CONCRETE, GROUT AND MORTAR IN THE TRASH. ANY SOAPS THAT

ARE UTILIZED SHALL BE PHOSPHATE-FREE AND BIODEGRADABLE.

5. ADDITIONAL CONCRETE CLEAN-OUT STRUCTURES SHALL BE CONSTRUCTED WITHIN THE SPECIFIED

AREA AS NEEDED BASED UPON THE VOLUME OF WASH OUT GENERATED DAILY.

STORM DRAIN INLET PROTECTION DEVICES REMOVE SEDIMENT FROM STORM WATER BEFORE IT ENTERS

STORM SEWERS AND DOWNSTREAM AREAS. INLET PROTECTION DEVICES ARE SEDIMENT BARRIERS THAT

MAY BE CONSTRUCTED OF WASHED GRAVEL OR CRUSHED STONE, GEOTEXTILE FABRICS AND OTHER

MATERIALS THAT ARE SUPPORTED AROUND OR ACROSS STORM DRAIN INLETS.

INLET PROTECTION IS INSTALLED TO CAPTURE SOME SEDIMENT AND REDUCE THE MAINTENANCE OF STORM

SEWERS AND OTHER UNDERGROUND PIPING SYSTEMS PRIOR TO THE SITE BEING STABILIZED. DUE TO THEIR

POORER EFFECTIVENESS, INLET PROTECTION IS CONSIDERED A SECONDARY SEDIMENT CONTROL TO BE

USED IN CONJUNCTION WITH OTHER MORE EFFECTIVE CONTROLS.

IRON GRATE

PLACED INSIDE

30 SIEVE SIZE

WOVEN

MONOFILAMENT

ENVELOPE*

LIFTING STRAPS

30 SIEVE

SIZE WOVEN

MONOFILAMENT

IRON GRATE WOVEN MONOFILAMENT

*DANDY BAG OR APPROVED EQUAL.

INSTALLATION AND MAINTENANCE GUIDELINES

INSTALLATION:

THE EMPTY BAG SHOULD BE PLACED OVER THE GRATE AS THE GRATE STANDS ON END. IF USING OPTIONAL OIL

ABSORBENTS; PLACE ABSORBENT PILLOW IN POUCH, ON THE BOTTOM (BELOW-GRADE SIDE) OF THE UNIT.

ATTACH ABSORBENT PILLOW TO TETHER LOOP. TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETELY ENCLOSE

THE GRATE. HOLDING THE LIFTING DEVICES (DO NOT RELY ON LIFTING DEVICES TO SUPPORT THE ENTIRE

WEIGHT OF THE GRATE), PLACE THE GRATE INTO ITS FRAME.

MAINTENANCE:

REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND VICINITY OF UNIT AFTER EACH STORM

EVENT. REMOVE SEDIMENT THAT HAS ACCUMULATED WITHIN THE CONTAINMENT AREA OF THE BAG AS NEEDED.

IF USING OPTIONAL OIL ABSORBENTS; REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION.

CONCRETE WASHOUT

1

INLET PROTECTION

2NTS

DUST CONTROL INVOLVES PREVENTING OR REDUCING DUST FROM EXPOSED SOILS OR OTHER SOURCES DURING LAND

DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES TO REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY

PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE.

SPECIFICATIONS FOR DUST CONTROL

1. VEGETATIVE COVER AND/MULCH – APPLY TEMPORARY OR PERMANENT SEEDING AND MULCH TO AREAS THAT WILL REMAIN

IDLE FOR OVER 21 DAYS. SAVING EXISTING TREES AND LARGE SHRUBS WILL ALSO REDUCE SOIL AND AIR MOVEMENT

ACROSS DISTURBED AREAS. SEE TEMPORARY SEEDING; PERMANENT SEEDING; MULCHING PRACTICES; AND TREE AND

NATURAL AREA PROTECTION PRACTICES.

2. WATERING – SPRAY SITE WITH WATER UNTIL THE SURFACE IS WET BEFORE AND DURING GRADING AND REPEAT AS

NEEDED, ESPECIALLY ON HAUL ROADS AND OTHER HEAVY TRAFFIC ROUTES. WATERING SHALL BE DONE AT A RATE THAT

PREVENTS DUST BUT DOES NOT CAUSE SOIL EROSION. WETTING AGENTS SHALL BE UTILIZED ACCORDING TO

MANUFACTURERS INSTRUCTIONS.

3. SPRAY-ON ADHESIVES – APPLY ADHESIVE ACCORDING TO THE FOLLOWING TABLE OR MANUFACTURER'S INSTRUCTIONS.

4. STONE – GRADED ROADWAYS AND OTHER SUITABLE AREAS WILL BE STABILIZED USING CRUSHED STONE OR COARSE

GRAVEL AS SOON AS PRACTICABLE AFTER REACHING AN INTERIM OR FINAL GRADE. CRUSHED STONE OR COARSE GRAVEL

CAN BE USED AS A PERMANENT COVER TO PROVIDE CONTROL OF SOIL EMISSIONS.

5. BARRIERS – EXISTING WINDBREAK VEGETATION SHALL BE MARKED AND PRESERVED. SNOW FENCING OR OTHER SUITABLE

BARRIER MAY BE PLACED PERPENDICULAR TO PREVAILING AIR CURRENTS AT INTERVALS OF ABOUT 15 TIMES THE

BARRIER HEIGHT TO CONTROL AIR CURRENTS AND BLOWING SOIL.

6. OPERATION AND MAINTENANCE - WHEN TEMPORARY DUST CONTROL MEASURES ARE USED; REPETITIVE TREATMENT

SHOULD BE APPLIED AS NEEDED TO ACCOMPLISH CONTROL. STREET CLEANING - PAVED AREAS THAT HAVE

ACCUMULATED SEDIMENT FROM CONSTRUCTION SHOULD BE CLEANED DAILY, OR AS NEEDED, UTILIZING A STREET

SWEEPER OR BUCKET -TYPE END LOADER OR SCRAPER.

TEMPORARY SEEDINGS ESTABLISH TEMPORARY COVER ON DISTURBED AREAS BY PLANTING APPROPRIATE RAPIDLY GROWING

ANNUAL GRASSES OR SMALL GRAINS. TEMPORARY SEEDING PROVIDES EROSION CONTROL ON AREAS IN BETWEEN CONSTRUCTION

OPERATIONS. GRASSES, WHICH ARE QUICK GROWING, ARE SEEDED AND USUALLY MULCHED TO PROVIDE PROMPT, TEMPORARY

SOIL STABILIZATION. IT EFFECTIVELY MINIMIZES THE AREA OF A CONSTRUCTION SITE PRONE TO EROSION AND SHOULD BE USED

EVERYWHERE THE SEQUENCE OF CONSTRUCTION OPERATIONS ALLOWS VEGETATION TO BE ESTABLISHED.

SPECIFICATIONS FOR TEMPORARY SEEDING:

TEMPORARY SEEDING SPECIES SELECTION

SEEDING DATES SPECIES LB/1000 SF LB/ACREA

MAR 1 TO AUG 15

OATS 3 128-4 BUSHEL

TALL FESCUE 1 40

ANNUAL RYEGRASS 1 40

PERENNIAL RYGRASS 1 40

TALL FESCUE 1 40

ANNUAL RYEGRASS 1 40

ANNUAL RYEGRASS 1.25 55

PERENNIAL RYEGRASS 3.25 142

CREEPING RED FESCUE 0.40 17

KENTUCKY BLUEGRASS 0.40 17

OATS 3 128-3 BUSHEL

TALL FESCUE 1 40

ANNUAL RYEGRASS 1 40

AUG 16 TO NOV

RYE 3 112-3 BUSHEL

TALL FESCUE 1 40

ANNUAL RYEGRASS 1 40

WHEAT 3 120-2 BUSHEL

TALL FESCUE 1 40

ANNUAL RYEGRASS 1 40

PERENNIAL RYE 1 40

TALL FESCUE 1 40

ANNUAL RYEGRASS 1 40

ANNUAL RYEGRASS 1.25 40

PERENNIAL RYEGRASS 3.25 40

CREEPING RED FESCUE 0.40 40

KENTUCKY BLUEGRASS 0.40

NOV 1 TO FEB 29 USE MULCH ONLY OR DORMANT SEEDING

PERENNIAL VEGETATION IS ESTABLISHED ON AREAS THAT WILL NOT BE RE-DISTURBED FOR PERIODS

LONGER THAN 12 MONTHS. PERMANENT SEEDING INCLUDES SITE PREPARATION, SEEDBED PREPARATION,

PLANTING SEED, MULCHING, IRRIGATION AND MAINTENANCE.

PERMANENT VEGETATION IS USED TO STABILIZE SOIL, REDUCE EROSION, PREVENT SEDIMENT POLLUTION,

REDUCE RUNOFF BY PROMOTING INFILTRATION, AND PROVIDE STORMWATER QUALITY BENEFITS OFFERED

BY DENSE GRASS COVER.

SPECIFICATION FOR PERMANENT SEEDING

SITE PREPARATION:

1. SUBSOILER, PLOW, OR OTHER IMPLEMENT SHALL BE USED TO REDUCE SOIL COMPACTION AND ALLOW

MAXIMUM INFILTRATION. (MAXIMIZING INFILTRATION WILL HELP CONTROL BOTH RUNOFF RATE AND

WATER QUALITY.) SUBSOILING SHOULD BE DONE WHEN THE SOIL MOISTURE IS LOW ENOUGH TO

ALLOW THE SOIL TO CRACK OR FRACTURE. SUBSOILING SHALL NOT BE DONE ON SLIP-PRONE AREAS

WHERE SOIL PREPARATION SHOULD BE LIMITED TO WHAT IS NECESSARY FOR ESTABLISHING

VEGETATION.

2. THE SITE SHALL BE GRADED AS NEEDED TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR

SEEDBED PREPARATION AND SEEDING.

3. TOPSOIL SHALL BE APPLIED WHERE NEEDED TO ESTABLISH VEGETATION.

SEEDBED PREPARATION:

1. TEST THE SOIL CONDITIONS FOR FEEDING BEFORE STARTING SEEDING AND MULCHING.

2. LIME—AGRICULTURAL GROUND LIMESTONE SHALL BE APPLIED TO ACID SOIL AS RECOMMENDED BY A

SOIL TEST. IN LIEU OF A SOIL TEST, LIME SHALL BE APPLIED AT THE RATE OF 100 POUNDS PER

1,000-SQ. FT. OR 2 TONS PER ACRE.

3. FERTILIZER—FERTILIZER SHALL BE APPLIED AS RECOMMENDED BY A SOIL TEST. CONTRACTOR SHALL

PERFORM LAB TESTING ON SOIL AND PROVIDE A CERTIFIED FERTILIZER RATIO FOR THE SITE SOILS

AND SPECIFIED SEED MIX.

4. THE LIME AND FERTILIZER SHALL BE WORKED INTO THE SOIL WITH A DISK HARROW, SPRING-TOOTH

HARROW, OR OTHER SUITABLE FIELD IMPLEMENT TO A DEPTH OF 3 INCHES. ON SLOPING LAND, THE

SOIL SHALL BE WORKED ON THE CONTOUR.

SEEDING DATES AND SOIL CONDITIONS:

SEEDING SHOULD BE DONE MARCH 1 TO MAY 31 OR AUGUST 1 TO SEPTEMBER 30. IF SEEDING OCCURS

OUTSIDE OF THE ABOVE SPECIFIED DATES, ADDITIONAL MULCH AND IRRIGATION MAY BE REQUIRED TO

ENSURE A MINIMUM OF 80% GERMINATION. TILLAGE FOR SEEDBED PREPARATION SHOULD BE DONE WHEN

THE SOIL IS DRY ENOUGH TO CRUMBLE AND NOT FORM RIBBONS WHEN COMPRESSED BY HAND. FOR

WINTER SEEDING, SEE THE FOLLOWING SECTION ON DORMANT SEEDING.

DORMANT SEEDINGS:

1. SEEDINGS SHOULD NOT BE MADE FROM OCTOBER 1 THROUGH NOVEMBER 20. DURING THIS PERIOD,

THE SEEDS ARE LIKELY TO GERMINATE BUT PROBABLY WILL NOT BE ABLE TO SURVIVE THE WINTER.

2. THE FOLLOWING METHODS MAY BE USED FOR “DORMANT SEEDING”:2.1. FROM OCTOBER 1 THROUGH NOVEMBER 20, PREPARE THE SEEDBED, ADD THE REQUIRED

AMOUNTS OF LIME AND FERTILIZER, THEN MULCH AND ANCHOR. AFTER NOVEMBER 20, AND

BEFORE MARCH 15, BROADCAST THE SELECTED SEED MIXTURE. INCREASE THE SEEDING RATES

BY 50% FOR THIS TYPE OF SEEDING.

2.2. FROM NOVEMBER 20 THROUGH MARCH 15, WHEN SOIL CONDITIONS PERMIT, PREPARE THE

SEEDBED, LIME AND FERTILIZE, APPLY THE SELECTED SEED MIXTURE, MULCH AND ANCHOR.

INCREASE THE SEEDING RATES BY 50% FOR THIS TYPE OF SEEDING.

2.3. APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DRILL, CULTIPACKER SEEDER, OR

HYDRO-SEEDER (SLURRY MAY INCLUDE SEED AND FERTILIZER) ON A FIRM, MOIST SEEDBED.

2.4. WHERE FEASIBLE, EXCEPT WHEN A CULTIPACKER TYPE SEEDER IS USED, THE SEEDBED SHOULD

BE FIRMED FOLLOWING SEEDING OPERATIONS WITH A CULTIPACKER, ROLLER, OR LIGHT DRAG. ON

SLOPING LAND, SEEDING OPERATIONS SHOULD BE ON THE CONTOUR WHERE FEASIBLE.

MULCHING:

1. MULCH MATERIAL SHALL BE APPLIED IMMEDIATELY AFTER SEEDING. DORMANT SEEDING SHALL BE

MULCHED. 100% OF THE GROUND SURFACE SHALL BE COVERED WITH AN APPROVED MATERIAL.

2. MATERIALS:

2.1. STRAW—IF STRAW IS USED IT SHALL BE UNROTTED SMALL-GRAIN STRAW APPLIED AT THE RATE

OF 2 TONS PER ACRE OR 90 POUNDS (TWO TO THREE BALES) PER 1,000-SQ. FT. THE MULCH SHALL

BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY APPLIED SO THE SOIL SURFACE IS COVERED.

FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY

1,000-SQ.-FT. SECTIONS AND SPREAD TWO 45-LB. BALES OF STRAW IN EACH SECTION.

2.2. HYDROSEEDERS—IF WOOD CELLULOSE FIBER IS USED, IT SHALL BE APPLIED

AT 2,000 LB./AC. OR 46 LB./1,000 SQ. FT.

2.3. OTHER—OTHER ACCEPTABLE MULCHES INCLUDE ROLLED EROSION CONTROL MATTINGS OR

BLANKETS APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS OR WOOD CHIPS

APPLIED AT 6 TONS PER ACRE.

3. STRAW AND MULCH ANCHORING METHODS-STRAW MULCH SHALL BE ANCHORED IMMEDIATELY TO

MINIMIZE LOSS BY WIND OR WATER:

3.1. MECHANICAL—A DISK, CRIMPER, OR SIMILAR TYPE TOOL SHALL BE SET STRAIGHT TO PUNCH OR

ANCHOR THE MULCH MATERIAL INTO THE SOIL. STRAW MECHANICALLY ANCHORED SHALL NOT BE

FINELY CHOPPED BUT, GENERALLY, BE LEFT LONGER THAN 6 INCHES.

3.2. MULCH NETTING—NETTING SHALL BE USED ACCORDING TO THE MANUFACTURER’FS

RECOMMENDATIONS. NETTING MAY BE NECESSARY TO HOLD MULCH IN PLACE IN AREAS OF

CONCENTRATED RUNOFF AND ON CRITICAL SLOPES.

3.3. ASPHALT EMULSION—ASPHALT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURE OR

AT THE RATE OF 160 GALLONS PER ACRE.

3.4. SYNTHETIC BINDERS—SYNTHETIC BINDERS SUCH AS ACRYLIC

DLR (AGRI-TAC), DCA-70, PETROSET, TERRA TACK OR EQUIVALENT MAY BE USED AT RATES

SPECIFIED BY THE MANUFACTURER.

3.5. WOOD CELLULOSE FIBER—WOOD CELLULOSE FIBER SHALL BE APPLIED AT A NET DRY WEIGHT

OF 750 POUNDS PER ACRE. THE WOOD CELLULOSE FIBER SHALL BE MIXED WITH WATER WITH THE

MIXTURE CONTAINING A MAXIMUM OF 50 POUNDS CELLULOSE PER 100 GALLONS OF WATER.

IRRIGATION:

PERMANENT SEEDING SHALL INCLUDE IRRIGATION TO ESTABLISH VEGETATION DURING DRY WEATHER OR

ON ADVERSE SITE CONDITIONS, WHICH REQUIRE ADEQUATE MOISTURE FOR SEED GERMINATION AND PLANT

GROWTH. IRRIGATION RATES SHALL BE MONITORED TO PREVENT EROSION AND DAMAGE TO SEEDED

AREAS FROM EXCESSIVE RUNOFF. CONTRACTOR SHALL MAINTAIN PERMANENT SEEDING FOR UP TO ONE

YEAR FROM SUBSTANTIAL COMPLETION TO FIX, REPAIR, WATER, REFERTILIZE AND/OR RESEED GRASSED

AREAS.

SEED MIX

SEEDING RATE

NOTES

LBS/ACRELBS/1,000 SF

GENERAL USE

CREEPING RED FESCUE 20-40

1

2

-1

FOR CLOSE MOWING AND FOR

WATERWAYS WITH <2.0 FT/SEC

VELOCITY

DOMESTIC RYEGRASS 10-20

1

4

-

1

2

KENTUCKY BLUEGRASS 20-40

1

2

-1

TALL FESCUE 40-50 1-1

1

4

TURF-TYPE (DWARF) FESCUE

90 2

1

4

STEEP BANKS OR CUT SLOPES

TALL FESCUE 40-50 1-1

1

4

CROWN VETCH 10-20

1

4

-

1

2

DO NOT SEED LATER THAN

AUGUST

TALL FESCUE 20-30

1

2

-

3

4

FLAT PEA 20-25

1

2

-

3

4

DO NOT SEED LATER THAN

AUGUST

TALL FESCUE 20-30

1

2

-

3

4

ROAD DITCHES AND SWALES

TALL FESCUE 40-50 1-1

1

4

TURF-TYPE (DWARF) FESCUE

90 2

1

4

KENTUCKY BLUE GRASS 5

1

10

LAWNS

KENTUCKY BLUEGRASS 100-120 2

PERENNIAL RYEGRASS 2

KENTUCKY BLUEGRASS 100-120 2

FOR SHADED AREAS

CREEPING RED FESCUE 1-

1

2

1. STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SUCH AS DIVERSIONS AND SEDIMENT TRAPS SHALL BE

INSTALLED AND STABILIZED WITH TEMPORARY SEEDING PRIOR TO GRADING THE REST OF THE CONSTRUCTION SITE.

2. TEMPORARY SEED SHALL BE APPLIED BETWEEN CONSTRUCTION OPERATIONS ON SOIL THAT WILL NOT BE GRADED OR

REWORKED FOR 21 DAYS OR GREATER. THESE IDLE AREAS SHALL BE SEEDED WITHIN 7 DAYS AFTER GRADING.

3. THE SEEDBED SHOULD BE PULVERIZED AND LOOSE TO ENSURE THE SUCCESS OF ESTABLISHING VEGETATION. TEMPORARY

SEEDING SHOULD NOT BE POSTPONED IF IDEAL SEEDBED PREPARATION IS NOT POSSIBLE.

4. SOIL AMENDMENTS—TEMPORARY VEGETATION SEEDING RATES SHALL ESTABLISH ADEQUATE STANDS OF

VEGETATION, WHICH MAY REQUIRE THE USE OF SOIL AMENDMENTS. BASE RATES FOR LIME AND FERTILIZER SHALL BE USED.

5. SEEDING METHOD—SEED SHALL BE APPLIED UNIFORMLY WITH A CYCLONE SPREADER, DRILL, CULTIPACKER SEEDER, OR

HYDROSEEDER. WHEN FEASIBLE, SEED THAT HAS BEEN BROADCAST SHALL BE COVERED BY RAKING OR DRAGGING AND

THEN LIGHTLY TAMPED INTO PLACE USING A ROLLER OR CULTIPACKER. IF HYDROSEEDING IS USED, THE SEED AND

FERTILIZER WILL BE MIXED ON-SITE AND THE SEEDING SHALL BE DONE IMMEDIATELY AND WITHOUT INTERRUPTION.

MULCHING TEMPORARY SEEDING:

1. APPLICATIONS OF TEMPORARY SEEDING SHALL INCLUDE MULCH. WHICH SHALL BE APPLIED DURING OR IMMEDIATELY AFTER

SEEDING. SEEDINGS MADE DURING OPTIMUM SEEDING DATES ON FAVORABLE, VERY FLAT SOIL CONDITIONS MAY NOT NEED

MULCH TO ACHIEVE ADEQUATE STABILIZATION.

2. MATERIALS:

2.1. STRAW—IF STRAW IS USED, IT SHALL BE UNROTTED SMALL-GRAIN STRAW APPLIED AT A RATE OF 2 TONS PER ACRE

OR 90 LBS./ 1,000 SQ. FT. (2-3 BALES)

2.2. HYDROSEEDERS—IF WOOD CELLULOSE FIBER IS USED, IT SHALL BE USED AT 2000 LBS./ AC. OR 46 LB./ 1,000-SQ.-FT.

2.3. OTHER—OTHER ACCEPTABLE MULCHES INCLUDE MULCH MATTINGS APPLIED ACCORDING TO MANUFACTURER’FS

RECOMMENDATIONS OR WOOD CHIPS APPLIED AT 6 TON/ AC.

3. STRAW MULCH SHALL BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR WATER. ANCHORING METHODS:

3.1. MECHANICAL—A DISK, CRIMPER, OR SIMILAR TYPE TOOL SHALL BE SET STRAIGHT TO PUNCH OR ANCHOR THE MULCH

MATERIAL INTO THE SOIL. STRAW MECHANICALLY ANCHORED SHALL NOT BE FINELY CHOPPED BUT LEFT TO A LENGTH OF

APPROXIMATELY 6 INCHES.

3.2. MULCH NETTING—NETTING SHALL BE USED ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. NETTING MAY BE

NECESSARY TO HOLD MULCH IN PLACE IN AREAS OF CONCENTRATED RUNOFF AND ON CRITICAL SLOPES.

3.3. SYNTHETIC BINDERS—SYNTHETIC BINDERS SUCH AS ACRYLIC DLR (AGRI-TAC), DCA-70, PETROSET, TERRA TRACK OR

EQUIVALENT MAY BE USED AT RATES RECOMMENDED BY THE MANUFACTURER.

3.4. WOOD-CELLULOSE FIBER—WOOD-CELLULOSE FIBER BINDER SHALL BE APPLIED AT A NET DRY WT. OF 750 LB./AC. THE

WOOD-CELLULOSE FIBER SHALL BE MIXED WITH WATER AND THE MIXTURE SHALL CONTAIN A MAXIMUM OF 50 LB. / 100

GAL.

NTS

3

1485.35

1485.40

1486.10

1485.521486.17

1485.45

1486.10

1486.17

1485.93

1485.88

1485.80

1485.85

1484.45

1483.95

1484.25

1483.75

1484.85

1484.35

1484.10

1483.60

1484.50

1484.00

EX 1484.55

EX 1484.05

1484.36

1483.86

EX 1484.80

EX 1484.30

EX 1484.57

EX 1484.07

EX 1484.15

EX 1483.65

1484.63

1484.25

1484.90

1484.80

1484.60

EX 1482.60

EX 1482.00

EX 1482.49

EX 1483.00

EX 1484.56

EX 1485.09

EX 1484.59

1483.90

1483.40

EX 1483.50

EX 1482.00

EX 1483.55

EX 1483.80

EX 1483.60

EX 1483.75

1

4

8

3

1

4

8

4

1

4

8

4

1

4

8

6

1485.20

1485.10

1485.10

1485.15

1

4

8

5

1

4

8

6

1

4

8

1

1

4

8

2

1

4

8

3

1

4

8

4

EX 1482.00

EX 1483.59

EX 1484.12

EX 1483.62

1482.50

1482.00

EX 1481.55

EX 1481.05

1484.75

1484.25

1484.50

1484.00

EX 1480.10

EX 1480.48

EX 1480.40

EX 1481.00

1

4

7

7

1

4

7

8

EX 1480.85

EX 1480.35

EX 1473.90

EX 1473.40

EX 1477.30

EX 1478.15 EX 1480.40

1

2

2

2

3

4

5

5

5

EX. 1483.90

EX. 1483.41

LEGEND

EXISTING PROPOSED DESCRIPTION

LIMITS OF CONSTRUCTION

CONCRETE

LIGHT POLE

UTILITY POLE

POLE GUY

OVERHEAD ELECTRIC LINE

UNDERGROUND

ELECTRIC LINE

GAS LINE

WATER LINE

FIRE HYDRANTS

SANITARY LINE

SANITARY STRUCTURE

STORM LINE

STORM STRUCTURE

CONTOUR

FINISHED GRADE SPOT

ELEVATION

TOP OF CURB

TOP OF PAVEMENT

CONCRETE WASHOUT

INLET PROTECTION

1485

EX. 1485.00

EX 1485.50

EX 1485.00

1485.00

1485.50

1485.00

SHEET

SHEET TITLE

PROJECT NO.:

REVISION

NOTICE

THIS ARCHITECTURAL AND ENGINEERING

DRAWING IS GIVEN IN CONFIDENCE AND

SHALL BE USED ONLY PURSUANT TO

THE AGREEMENT WITH THE ARCHITECT.

NO OTHER USE, DISSEMINATION, OR

DUPLICATION MAY BE MADE WITHOUT

PRIOR WRITTEN CONSENT OF THE

ARCHITECT. ALL COMMON LAW RIGHTS

OF COPYRIGHT AND OTHERWISE ARE

HEREBY SPECIFICALLY RESERVED.

PROJECT

62-40336-08

# DATE DESCRIPTION

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ate: 9/18/2020 2:03 P

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IA

DRAWN BY

CHECKED BY

APPROVED BY

ISSUED

DATE DESCRIPTION

GRAY, TN

DUNKIN' DONUTS

401 ROY MARTIN RD

GRAY, TN 37615

03/25/20

CLIENT REVIEW

09/18/2020

07/28/20 OWNER REVISIONS2

05/11/20

PERMIT SET

09/03/20

BID SET

09/18/20 BID ADDENDUM #13

GENERAL NOTES:

A. ALL EXISTING CONDITIONS, TOPOGRAPHY, UTILITIES AND PROPERTY INFORMATION ARE TAKEN FROM A SURVEY OF LAND SITUATED IN

THE CITY OF GRAY, COUNTY OF WASHINGTON, AND STATE OF TENNESSEE, BY : YOUNG-HOBBS AND ASSOCIATES, 1202 CROSSLAND

AVENUE, CLARKSVILLE, TENNESSEE, PH: (931) 645-2424.

B. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES

ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES.

WHEN EXCAVATION IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY SO A REPRESENTATIVE OF

THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION.

C. ALL EXISTING UTILITIES, ARE TAKEN FROM DESIGN PLANS AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES

ADJACENT TO OR UPON PREMISES SHOWN ON PLAN.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION

D. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT

PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.

E. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND ADDITIONAL INFORMATION.

F. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL,

STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.

G. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITIES DURING CONSTRUCTION AND ALL DAMAGE SHALL BE

REPAIRED TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.

H. AT START OF PROJECT AND PRIOR TO DEMOLITION OF EXISTING CONDITIONS, CONTRACTOR SHALL BE IN CONTACT WITH ADJACENT

PROPERTY OWNERS, CITY REPRESENTATIVE, UTILITY REPRESENTATIVES AND OWNER REPRESENTATIVE TO COORDINATE DEMOLITION

TIMING.

I. CONTRACTOR TO REMOVE AND DISPOSE OF ALL DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION AND CONSTRUCTION

OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS GOVERNING SUCH

OPERATIONS.

J. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION

PHASES OF THIS PROJECT. CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DAMAGE TO NEIGHBORING PROPERTIES OCCURRING AS

A RESULT OF CONSTRUCTION ACTIVITIES.

K. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND

IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION.

L. CONTRACTOR IS RESPONSIBLE FOR LOCATING THE EXISTING UTILITY LINES. PROPOSED UTILITIES SHOULD TIE INTO EXISTING

UTILITIES AT A POINT INDICATED ON PLANS.

M. SEE ELECTRICAL PLANS FOR DETAILED CONDUIT LAYOUT.

N.WATER METER/BACKFLOW LOCATED IN THE BUILDING. SEE MECHNAICAL/PLUMBING PLANS.

O. ALL PROPOSED SPOT ELEVATIONS SHOWN ARE FINAL GRADE ELEVATIONS UNLESS OTHERWISE NOTED.

P. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITIES DURING CONSTRUCTION AND ALL DAMAGE SHALL BE

REPAIRED TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER OR CITY.

Q. ALL CONSTRUCTION METHODS AND MATERIAL MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL,

STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.

R. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND

EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS TO NOT CAUSE DAMAGE.

S. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES

ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES.

WHEN EXCAVATION IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY SO A REPRESENTATIVE OF

THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION.

SITE GRADING PLAN

C4

CONTRACTOR SHALL VERIFY FINISH FLOOR

AND EXISTING SPOT ELEVATIONS PRIOR TO

CONSTRUCTION AND NOTIFY ENGINEER IF

THERE ARE ANY DISCREPANCIES.

KEYED NOTES:

CONCRETE WASHOUT, SEE DETAIL 1 ON SHEET C3.

INLET PROTECTION, SEE DETAIL 2 ON SHEET C3.

PROPOSED SIDEWALK TO BE ADA COMPLIANT WITH 2.00% MAXIMUM CROSS-SLOPE AND 5.00% MAXIMUM

LONGITUDINAL-SLOPE.

CONTRACTOR TO REMOVE AND REPLACE SIDEWALK AS NECESSARY TO MAINTAIN A MAXIMUM SLOPE OF

2.00%

CONTRACTOR TO USE GREAT CARE TO NOT DAMAGE EXISTING FIBER-OPTIC LINES.

1

2

3

4

5

3