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
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
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
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
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
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S
1
2
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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
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M
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3
6
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3
6
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M
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3
6
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INLET
TC=1479.99
IE=1476.74
6
'
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P
V
C
~
IE=1468.47
CONC ISLANDS
W/ CANOPY
18''C
PP
1
8
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P
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1
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P
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1
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TC=1484.33
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TC=1483.05
IE=1480.15 6"PVC
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6
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V
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4''C
PP
~
IE=1479.70
IE=1475.00
FFE @
DOOR
EL=1485.22
BLDG
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ST MH
TC=1483.30
IE=1475.35
IE=1473.82
8
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P
V
C
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INLET
TC=1483.47
IE=1476.47
BOT=1475.12
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~
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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
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M
)
S
5
3
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4
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ST
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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
1
4
8
3
1
4
8
2
1
4
8
1
1
4
8
0
1
4
7
9
1
4
7
8
1
4
7
7
1
4
7
6
1
4
7
4
1
4
7
5
1
4
7
3
1
4
7
1
1
4
7
2
1
4
7
3
1481
1478
1474
1
4
7
4
1
4
8
2
1
4
8
2
1
4
8
3
1
4
8
1
1
4
8
4
1
4
8
3
1
4
8
2
1
4
8
2
1
4
7
6
1
4
9
0
1
4
9
2
1489
1
4
8
7
1
4
8
5
1
4
8
3
1
4
8
1
1
4
7
9
1
4
7
7
1
4
7
5
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
8
8
8
0
5
888 8
0
0
0
8
X
8
0
00 0
88 8
68 8
88 8
0
0
8 3 8 6
9
0
000 0
000 0
4 X
50
0
00 0
00
0 0 0
4
X
X
X
X
X
X
78
00
XX
XX
000 00
0
X7
9
8
XX
XX
X X
XX
4XX
X X
X
X
X
X
X
X
X
X
4X
XXX
XXX
X
X
X
X
X
X
X 4
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
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
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
R
O
Y
M
A
R
T
I
N
R
D
S
R
7
5
-
B
O
B
B
Y
H
I
C
K
S
H
W
Y
S
P
R
A
T
L
I
N
P
A
R
K
D
R
C
E
N
T
R
E
P
A
R
K
D
R
ONE
WAY
EXIT
ON
E
WA
Y
EX
IT
10
'
1
2
6
8
8
9
9
10
14
12
11
17
18
19
20
21
18
22
23
24
15
11
4'
5'
16
12
25
26
26
26
7
11
28
R
1
2
'
R
5
'
R
1
5
'
R
1
5
'
R
5
'
27
28
28
13
13
13
13
13
13
30
30
30
30
30
30
30
30
29
29
29
29
29
21
17
31
5
5
4
7
7
7
4
4
4
4
4
4
4
3
3
3
3
3
3
3
3
3
3
3
13
5
5
31
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
File N
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:\03\62\40336 D
UN
KIN
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ON
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N\D
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S\C
AD
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1 S
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LA
N.D
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lotted B
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AU
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K, LE
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lot D
ate: 9/18/2020 1:28 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
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
File N
am
e: N
:\03\62\40336 D
UN
KIN
D
ON
UT
S\08 G
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Y, T
N\D
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2 S
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E D
ET
AILS
.D
WG
P
lotted B
y: K
AU
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K, LE
S P
lot D
ate: 9/18/2020 1:28 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
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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e: N
:\03\62\40336 D
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lotted B
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ate: 9/18/2020 1:29 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
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
File N
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lot D
ate: 9/18/2020 2:03 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
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