highland road (m-59)

D

R

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V

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T

H

R

U

10223 E. Cherry Bend Rd., Ste. ATraverse City, Michigan, 49684

Contact: Bill Beckett, President

WT Development Corporation

Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

ENTITY NUMBER:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

ISSUE DATE:

KFC

HIGHLAND ROADHARTLAND, MICHIGAN

Kxx-y07

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12.05.14

TM

PARKING REQUIREMENTSPARKING FORMULA:

TWENTY-TWO (22) SPACES PER 1,000 SQ. FT. OF USEABLE FLOOR AREA, PLUS SPACES FOREMPLOYEES OF A PEAK SHIFT, PLUS TEN (10) STACKING SPACES, FIVE (5) OF WHICH MUST BE INADVANCE OF THE ORDER STATION, AND WHICH DO NOT CONFLICT WITH ACCESS TO REQUIREDPARKING SPACES PER ORDER PICK-UP STATION.

GROSS FLOOR AREA: 3,170 S.F.

TOTAL NO. OF PARKING SPACES REQUIRED - 32

NO. OF BARRIER-FREE PARKING SPACES PROVIDED - 2TOTAL NO. OF PARKING SPACES PROVIDED - 36

DRIVE-THRU STACKING SPACES PROVIDED - 9

ZONING INFORMATIONPARCEL ID: 4708-22-300-026PARCEL ZONING: GENERAL COMMERCIAL (GC)PROPOSED USE: RESTAURANT, DRIVE-THRUPARCEL ADDRESS: HIGHLAND ROAD (ADDRESS NOT YET ASSIGNED)

HARTLAND, MICHIGAN 48353

STRUCTURE SETBACKSFRONT: 50 FEETSIDE: 15 FEETREAR: 40 FEET

PARKING SETBACKSFRONT: 25 FEETSIDE: 10 FEETREAR: 25 FEET

LOCATION OF EXISTING UTILITIES

Part of Southwest quarter of Southwest quarter of Section 22, Town 3 North, Range 6 East, Michigan,described as: Commencing on North side of M-59 at a point North 1 degrees 29 minutes East 622.7 feet andNorth 84 degrees 26 minutes 10 seconds East 960.85 feet from Southwest corner of said Section 22, thenceNorth 84 degrees 26 minutes 10 seconds East 330 feet along West line of M-59; thence North 1 degree 26minutes 10 seconds East 583.56 feet; thence North 88 degrees 33 minutes 50 seconds West 317.51 feet;thence South 1 degree 26 minutes 10 seconds West 623.78 feet to Point of Beginning, except the Southerly200 feet easured at right angles and parallel to survey line of Highway M-59.

Parcel Identification No. 4708-22-300-026

SECTION 22, T3N-R6E, TOWNSHIP OF HARTLAND

LIVINGSTON COUNTY, MICHIGAN

KFC

C

COVERSHEET

SITE UTILITY NOTES

GENERAL SITE NOTES LOCATION MAP N.T.S.

SITE SKETCH 1" = 50'

AGENCIES SHEET INDEX

BOUNDARY DESCRIPTION

PROJECT INFORMATION

HIG

HLA

ND

RO

AD

(M

-59)

PROPERTY OWNER/APPLICANTLUCKY DINING, INC. & FLEWELLING PROPERTIES LLC.7750 COOLEY LAKE ROADWATERFORD, MI 48327

SHEET SHEET TITLE

C COVER SHEET

C0 ALTA/ACSM LAND TITLE SURVEY

C3.0 SITE PLAN

C3.1 DETAILED SITE PLAN

C3.2 SITE DETAILS

C3.3 SITE DETAILS

C4.0 GRADING PLAN

C6.0 UTILITY PLAN

L1.0 LANDSCAPE PLAN

I1.0 ILLUMINATION PLAN

A0.1 PRELIM. FLOOR / EQUIPMENT / SEATING PLAN & ELEVATIONS

KT60-y07

SITE

EMERGENCIESPOLICE DEPARTMENTS - 911FIRE DEPARTMENTS - 911AMBULANCE - 911

FIRE CODEHARTLAND DEERFIELD FIRE AUTHORITY3205 HARTLAND ROADHARTLAND, MI 48383Contact:Phone: (810) 632-7676

WATER / SEWERHARTLAND TWP. DEPARTMENT OF PUBLIC WORKS2655 CLARK ROADHARTLAND, MI 48353Contact: ROBERT WESTPhone: (810) 632-7498

ROADS/HIGHWAYMICHIGAN DEPARTMENT OF TRANSPORTATION10321 E. GRAND RIVER, SUITE 500BRIGHTON, MI 48116Contact:Phone: (810) 227-4681

PLANNING/ZONINGHARTLAND TOWNSHIP2655 CLARK ROADHARTLAND, MI 48353Contact: DAVE CAMPBELLPhone: (810) 632-7498

HEALTH DEPARTMENTLIVINGSTON COUNTY HEALTH DEPARTMENT2300 E. GRAND RIVER AVE.HOWELL, MI 48843Contact:Phone: (517) 546-9858

NATURAL GASCONSUMERS ENERGY1030 FEATHERSTONE DRIVEPONTIAC, MI 48342Contact: BHEGIN NTAGAZWAPhone: (248) 858-4477

STORM DRAINAGELIVINGSTON COUNTY DRAIN COMMISSIONER2300 E. GRAND RIVER AVE.HOWELL, MI 48843Contact:Phone: (517) 546-9858

TELEPHONEAT&T54 N. MILL STREETPONTIAC, MI 48342Contact: GREG HILLSPhone: (248) 456-0842

ELECTRICDTE37849 INTERCHANGE DR.FARMINGTON HILLS, MI 48335Contact:Phone: (248) 427-2200

W. HIGHLAND ROAD (M-59)

Legend of Symbols & Abbreviations

Site Information

Surveyor's Notes

Legal Description of Record

Flood Note

ALTA/ACSM Land Title Survey

Statement of Encroachments

Notes Corresponding to Schedule B

SCALE : 1" = 30'

0' 60'30'

NOT TO SCALE

VICINITY MAP

C0

ALTA/ACSMLAND TITLE

SURVEY

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PARCEL AREA

PLOT DATE:

ENTITY NUMBER:

SITE NUMBER:

KFC

HIGHLAND ROADHARTLAND, MI

1" = 30'

09.19.14

JU

MM

3.678 AC.

10.16.14

CERTIFIED PARTIES 10.08.141

WETLANDS LOCATION 10.16.142

XXXXXX

XXXXXX

P.O. BOX 193

1275 McGREGOR WAY

GRAWN, MI 49637

PH: 231.943.0050

FAX: 231.943.0051

TOLL FREE: 877.520.LAND

www.landtechps.com




Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

SURVEYOR'S CERTIFICATION

Legal Description as Surveyed

SITE

PARCEL ID: 4708-22-300-026

DRIVE

THRU

T.P.


FF: 971.00KT60-y07




Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

ENTITY NUMBER:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

ISSUE DATE:

KFC


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TM

C3.0

SITEPLAN

SITE PLAN 1" = 20' 8 LEGEND 4

EXISTING PROPOSED

RIGHT-TURN LANE SECTION N.T.S. 1

DRIVE

THRU

T.P.

SIGNAGE NOTES:

FF: 971.00KT60-y07




Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

ENTITY NUMBER:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

ISSUE DATE:

KFC


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XXX XX-X

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12.05.14

TM

C3.1

DETAILEDSITEPLAN

DETAILED SITE PLAN 1" = 20' 8

KEYED SITE NOTES 3

LEGEND 4

EXISTING PROPOSED





Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

ENTITY NUMBER:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

ISSUE DATE:

KFC


Kxx-y07

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XXX XX-X

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12.05.14

TM

C3.2

SITEDETAILS

LIGHT-DUTY ASPHALT PAVEMENT N.T.S. 1

CURB NOSING N.T.S. 12 CONCRETE PAVEMENT N.T.S. 4

CURB EDGE SIDEWALK N.T.S. 6

PER PLANPER PLAN

6" 4" M

IN.-7

" MA

XS

PE

CIF

IED

ON

PLA

NS

.

1'-0

"

YCS

007

PLANTER LINED WITH FILTER FABRIC

4" CONCRETE CURB EDGE WALK

1" RADIUS

PARKING AS SPECIFIED

1 1/2" DRAIN THRU CURB. 15' O.C.MIN. 2 PER PLANTER.

6"x6"-1.4x1.4 W.W.F.

4" SAND BASE

4" PERFORATED PLASTICPIPE WITH FILTER SOCK

LANDSCAPEAREA

6"

2 - #4 BARS CONT.

MINIMUM 6" CLEAR FROMTOP SURFACE OF MULCH

BOLLARD AT CURB N.T.S. 11 CONCRETE SIDEWALK N.T.S. 7

SIDEWALK RAMP N.T.S. 8TRASH ENCLOSURE N.T.S. 16

YCS

008

STD. 6" CURB

DRIVEWAY SURFACE

NOSE DOWN TO FINISHGRADE

TYPICAL ELEVATION

TYPE 2

TYPE 16'-0"

1'-0

"

STD. 6" CURB

3'-0

" MIN

.

6"

6'-7

"

4'-0

"6"

10"

VAR

IES

YCS

013

6" STEEL PIPE FILLED W/ CONCRETE.PRIMED & PAINTED SAFETY YELLOWPER SHEET A4.0

1/2" RADIUS, TYPICAL

PAVEMENT SURFACE

1'-6"W x 3'-0"D x 1'-6"L FOOTING

2" MIN.

PLANTING DETAIL N.T.S. 5

SIDEWALKSEE SITE PLAN

SLO

PE

SLO

PE

6'-0

"5'

-0"

6'-0

"

YCS

004

VARIABLE-HEIGHT CURB. MATCHPAVEMENT HEIGHT ATDEPRESSED RAMP

RAMP SLOPES NOT TO EXCEED1:12 PER ADA REQUIREMENTS

CONCRETE CURB (3/8" LIP)

CURB EDGE SIDEWALK

PARKING LOT

SLOPE PAVEMENT PER PLAN

SUITABLE SUBGRADE

6" COMPACTED SUB-BASE(MDOT 21AA)6" PORTLAND CEMENTCONCRETE (4,000 PSI MIN.28-DAY COMPRESSIVESTRENGTH)

2% SLOPE TOWARD STREET

WIDTH AS SPECIFIEDON PLANS

24" DEEP DETECTABLEWARNING STRIP PERADA/ANSI 117.1

SIDEWALK RAMP1:12 MAX. SLOPE

LANDING*

4" CONCRETE SIDEWALK

SIDEWALK LAYOUT

12" EXPANSION JOINT

THICKENED CONCRETESIDEWALK

WIDTH AS SPECIFIEDON PLANS

VAR

IES

NOTES:1. LANDINGS SHALL BE 5'x5' MIN.2. LANDINGS SHALL HAVE A 2% MAX. SLOPE3. THICKENED CONCRETE SIDEWALK SHALL HAVESAME THICKNESS AS CONCRETE PAVEMENT

4" THICK, 4,000 PSICONCRETE

1/4" R

GUARD POST BOLLARD N.T.S. 10

YCS

014

6" STEEL PIPE FILLED W/ CONCRETE.PRIMED AND PAINTED SAFETYYELLOW PER A4.0

FINISH SURFACE

18" DIA. CONCRETE FOOTING

4'-0

"3'

-0"

3"

CONCAVE TOP CONCRETE SURFACE

MEDIUM-DUTY ASPHALT PAVEMENT N.T.S. 2

YCS

009

PARKING SLOPE AS PER PLAN

220 LB/SYD. ASPHALT SURFACE COURSE (MDOT 36A)

220 LB/SYD. ASPHALT BINDER COURSE (MDOT 13A)

TACK COAT

8" COMPACTED SUB-BASE (MDOT 21AA)

SUBGRADE SPECIFICATIONS AND COMPACTION TO BECOMPLETED IN ACCORDANCE WITH SOILS REPORT

PROOF ROLLING (PER SOILS REPORT/SITE ADAPTCONSULTANT

NOTE: PAVEMENT TYPE AND THICKNESS MUSTCORRESPOND TO SITE-SPECIFIC SOILS REPORT.

YCS

009

PARKING SLOPE AS PER PLAN



TACK COAT




NOTE: PAVEMENT TYPE AND THICKNESS MUSTCORRESPOND TO SITE-SPECIFIC SOILS REPORT.

YCS

003

3/8" DIA. A.B. 18" x 2" @16" O.C. VERT., BOLTTO T.S. W/ACORN NUTON OUTSIDE

1/2" DIA. x 8" BARREL BOLT LOCK (ONE GATE)

1/2" DIA. x 24" CANE BOLT ONE GATE

1 1/2" x 1 1/2" x 3/16" METALANGLE DIAGONAL BRACE

1" x 18 GA. METAL DECK

3" x 4" x 1/4" METAL ANGLEFRAME 4 SIDES EA. GATE

PLAN VIEW

JAMB DETAILELEVATION

SECTION "A" SECTION "B"

GREASE FITTING-

6" SCH 80 STEELPIPE SLEEVE

WALL CMU WALL

DEPTH AND 3.5" FLANGE WIDTH, MC 9x23.9 STEEL CHANNEL, 9"

INTO FOOTING.WITH CONCRETE, EMBEDDED 48"5" DIA. SCH 80 STEEL PIPE FILLED

WELD (TYP.)

(3) PER COLLAR

0.400" WEB THICKNESS.

9"

3'-1"5'-0"

2'-0

"

29'-4"

12'-0

"24

'-0"

9"

SLO

PE

1%

MIN

.

12"MIN.

42"

MIN

.

WALL FTG. BEYOND(SEE SECTION "A")

8" THK. P.C.C. PAD W/ 6"x6"-1.4X1.4W.W.F. ON 8" AGG. BASE & 12" WIDEFTG. AROUND PERIMETER OF SLAB

GATE POST(SEE SECTION "B")

1" DROP ROD & FORK (TYP.)

WELDED SUPPORT COLLAR (TYP.)

PAINT INSIDE TO MATCHBLDG.- EPOXY PAINT

SPLIT-FACECMU

PIPE COLLAR HINGE W/(3)-"ZIRC"GREASE FITTINGS (TYP.)

18 GA. CLEANED, PRIMED &PAINTED METAL BOX RIB GATE (TYP.)

A-

B-

#4xCONT. E.W. @ 4'-0" O.C.

CONC. FOOTING

CONST. JOINTS @ 10'-0" O.C.

8" CONC. SLAB W/ WIRE MESH ON 8"CRUSHED AGGREGATE BASE COURSEON 4" COMPACTED SAND BASE

(2) 5'-4"W x 6'-0"HPAIRED GATES (TYP.)

8" SPLIT-FACECMU WALL

DRILL 1" HOLE FOR DROPPIN AT CLOSED AND OPENPOSITIONS (TYP.)

1/2" EXPANSION

80, GALVANIZED4" Ø SCHEDULE

4'-0

"6"

10'-4

"

6'-4

"

1'-6"

PIPE & FOOTING

PAVEMENT

JOINT

STEEL PIPE FILLEDW/ CONCRETE

6'-0

"4"

6'-4

"

EQ.EQ.4'-6"

6'-6"

NOTE:FOOTINGS SHALL EXTEND 24"MINIMUM BELOW ADJACENTFINISH GRADE/SURFACE ORBELOW FROST DEPTHS PERLOCAL CODES SEE SOILSREPORT FOR ANY ADDITIONALDESIGN CRITERIA.

6"

1'-4"

2'-0

"

3"C

LR.

SOLID GROUT ALLCORES#5 HORIZ. BAR @ TOP (TYP.)TIE TO #5 VERT. BARS

#5 BARS @ 48" O.C. CONT. THRUWALL & INTO FTG. W/ 3" HOOK.

8"X 8"X 16" SPLIT-FACE C.M.UWALL W/ DUR-O-WALLEVERY SECOND COURSE.

#5 HORIZ. BAR @ MID. HGT.TIE TO #5 VERT. BAR (TYP.)6" THK. P.C.C. SLAB ON 6"AGG. BASE W/ #4xCONT.E.W. @ 4'-0" O.C.

PAVEMENT SURFACEAS SPECIFIED

#5 BARS CONT. TOP& BOTTOM

PRECAST COPING. SUPERIORPRECAST NO. SL3410

NOTE:BLOCK AND COPING COLOR TOCOMPLEMENT BUILDING. SUBMITCOLOR SAMPLES FOR OWNERREVIEW/APPROVAL.

HEAVY-DUTY ASPHALT PAVEMENT N.T.S. 3

YCS

009

SLOPE AS PER PLAN


220 LB/SYD. ASPHALT LEVELING COURSE (MDOT 13A)


TACK COAT







Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

ENTITY NUMBER:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

ISSUE DATE:

KFC


Kxx-y07

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TM

C3.3

SITEDETAILS

ENLARGED MENU BOARD DETAIL @ STRAIGHT CURB N.T.S. 16 SIGN FOUNDATION N.T.S. 12

PAVEMENT MARKINGS N.T.S. 1

SOFFIT CLEARANCE BAR N.T.S. 10 ADA PARKING SIGN N.T.S. 2

MMUTCD REGULATORY SIGN 'R7-8'ON 0.08" ALUMINUM SHEET

STANDARD GALVANIZED METALCHANNEL SIGN POST

MMUTCD SUPPLEMENTARY SIGN'R7-8A' (WHERE APPLICABLE)

NOTES:CONFORM TO MDOT SPECIFICATIONSFOR SIGN MATERIALS AND DESIGN

INSTALL SIGN IN CONCRETE FOOTING

12"

18"

6"

2'-0

"P

ED

ES

TAL

VAR

IES

SE

ES

OIL

S R

EP

OR

T

1'-10" DIA.

YCS

021

(4) 3/4" X 30" X 3" ANCHOR BOLTSTHREADED 4 1/4 " MIN. BOLT TOEXTEND 4 1/4 " OUT OF TOP OFFOUNDATION. (2) 1" HEX NUTS AND(2) 1" FLAT WASHERS PER ANCHORCONTACT SUPPLIER FOR ANCHORBOLT TEMPLATE - SEE SCOPE OFWORK

(3) #3 TIES AT 3" O.C.

PAVEMENT OR GRADE

CONDUIT

(7) #5 BARS VERTICAL

CONC. BASE

#3 TIES AT 12" O.C.

NOTE:90 MPH WIND LOAD

BASE COVER

LIGHT POLE ELEVATION N.T.S. 6

LIGHT FOUNDATION N.T.S. 7

YCS

017

1'-0" TYP.

5'-0" 4'-0"

2'-0" TYP.

5'-0

"

4'-0

"

2'-0

" TYP

.

3' R

1' R

2'-0" TYP.

2'-0

" TYP

.

1'-0" TYP.

4'-0

"

8" TYP

.

1'-0" TYP.

2'-0

" TYP

.

2'-0" TYP.

8" TYP

.

4'-0

"

4'-0

"

2'-0

" TYP

.

1'-0" TYP.

2'-0" TYP.

8" TYP

.

5'

2"

5'

SEE SITE PLAN

4" BLUE

WHITE

4" BLUE

4" WHITE2"

4" BLUE

H/C SIGN

SE

E S

ITE

PLA

N

4" WHITE

3'

ALL PAVEMENT MARKINGS TO BEWHITE PAVEMENT PAINT, UNLESSSTATED OTHERWISE.

2'-6

"

25'-0

" OVE

RA

LL H

EIG

HT

22'-6

"

4" TAPERED SQUARE POLE

FULL CUTOFF 320WLUMENAIRE w/ FLATLENSES

CONCRETE FOUNDATIONSEE DETAIL 7/C3.3.

8'-0"

5"

1'-6"

1'-0

"6" TYP

.5'

-0"

9'-6

" (M

AY

VAR

Y)

1'-6" Ø

YCS

019

3/8-16 SS CSINK BOLTS

SWIVEL POINT 180° SWING EACHDIRECTION

WATER TIGHT SLEEVE

4 1/2" STEEL TUBE

1/2" x 12" x 12" BASE PLATE -OBTAIN ANCHOR BOLT PATTERNFROM SUPPLIER

REMOVABLE & REPLACABLEPROTECTION ARM

RUBBER TRIM

CLEARANCE 9'-6"

4" TALL RED REFLECTIVE LETTERINGTYP. BOTH SIDES

FOUNDATION

(4) GALVANIZED 3/4" DIA. x 36" LONGBOLTS w/ 3" 90° LEG. WASHERS &NUTS. SEE SCOPE OF WORK

(7) #4 VERTICAL BARS EQUALLYSPACED

#3 CIRCULAR TIES @ 8" O.C.

CONCRETE CURB

PAVING

8" DIA.14"DIA.

CL

EQ

.

4" 6"E

Q.

EQ.

3/4"

EQ.

4"6"

YCS

020

12" DIA.18" DIA.

DIRECTIONAL SIGN FDN.MENU BOARD FDN.

DIRECTIONAL SIGN BARSMENU BOARD BARS

DIRECTIONAL SIGNSMENU BOARD

ME

NU

BO

AR

DD

IRE

CTI

ON

AL

SIG

NS

1/2" DIA. PWR. CONDUIT TOSPEAKER PEDESTAL

1/2" DIA. PWR. CONDUIT FORDIRECTIONAL SIGNS & MENU BOARD

ANCHOR BOLTS: (4) 1/2" DIA. @DIRECTIONAL SIGNS (4) 3/4" DIA. @MENU BOARD FULL THREAD

(3) #3 TIES @ 2" O.C.

GRADE

NOTE:ALL CONDUIT TO BE MIN. 12" BELOWGRADE OR LOCAL FROST DEPTHAND PROJECT 3" ABOVEFOUNDATION

(4) #5 BARS VERT. W/ (4) #3 TIES @12" O.C.

3"

1'-0

"

3'-0

" DIR

EC

TIO

NA

L S

IGN

4'-0

" ME

NU

BO

AR

D S

IGN

OR

BE

LOW

FR

OS

T D

EP

TH6"

CL

2"

NOTE:BOLT PATTERN PROVIDED ASEXAMPLE - OBTAIN ANCHOR BOLTTEMPLATE FROM SUPPLIER

FACE OF CURB

CENTER LINE 90° TO CURB

PREVIEW BOARD

YCS

024

CL

LC

12'-0"

45°

2'-6"

CAR#2

FACE OF CURB

SPEAKER POST

MENU BOARD

YCS

023

2'-6" 1'-6" CLR.

12'-0"

1'-6" CLR. CL

CL

45°

NOTES:1. OPTIMAL MENU BOARDORIENTATION IS 45°.ANGLE MAY BE REDUCED TOMAINTAIN 1'-6" CLEARANCEBETWEEN MENU BOARD ANDFACE OF CURB.2. SPEAKER POST SHOULD NOTBLOCK MENU BOARD OREXTENDER PANEL VISIBILITY.

CAR#4

CENTER LINE 90° TO CURB

(1) 3/4" CONDUIT TO BUILDING (POWER)(3) 1" CONDUIT TO BUILDING (DATA)

PREFAB MAGNETIC LOOP (SEESCOPE OF WORK K1.2) LOCATE 2"

(1) 1" CONDUIT TO BUILDING

120V, 60Hz, 0.45AISOLATED GROUNDCIRCUIT ALWAYS HOT(UN-TIMED) I.G.RECEPTACLE. INSTALLEDIN BASE OF SPEAKERPOST.

(1) POWER

TO PREVIEW BOARD1" CONDUIT FOR JUMPER

CURB

ORDER CONF BOARD.

PREVIEW BOARD

DRIVE-THRUWINDOW

PRE-PAY WINDOW

MAG. LOOP CONN.INSULATE BOTHNOTE: SOLDER &

MENU BOARD

OPTIONAL MAGNETIC LOOP FOR FUTURE DRINK SALES

ORDERCONFIRMATIONBOARD

BELOW TOP OF CONCRETE PAVEMENT.

TCS

0220

8

FENCE ELEVATION N.T.S. 4

3C3.3

3'-0

"

COMMERCIAL ORNAMENTAL FENCEW/ DOUBLE RING ADORNMENTS, 3 FT. HT.MONTAGE PLUS 'MAJESTIC' BYAMERISTAR OR APPROVED EQUAL

16 GA. INTERMEDIATE POST W/ BALLCAP

3'-6

"

FLAT MOUNTING BRACKET, MODELBX111. INSTAL PER MANUFACTURER'SRECOMMENDATIONS

2" SET INTERMEDIATE POST IN CONCRETEFOOTING, 1'-0" DIA. MIN.

FINISHED GRADE

SPEAKER POST/MENU BD. LOCATION N.T.S. 18 PREVIEW BOARD LOCATION N.T.S. 14

PILASTER SECTION N.T.S. 3

MODULAR BRICK ON RUNNING BOND(GLEN GERY #510 FLASHED VELOUR,BY 4-D, INC., 1-800-227-6512)

9 GA. LADDER-TYPE REINFORCINGEVERY THIRD COURSE

(4) #4 REBAR, VERT., 2" CLEAR

CONCRETE GROUT

2'-0"SQ.

6"

3'-6

"

1"

3'-1

" NO

M.

14 C

OU

RS

ES

31 2"

1'-6"SQ.11 2"

4"

1'-4"

8"

FINISHED GRADE

PRECAST CONCRETE COLUMN CAP

1" R

3'-8

"

NOT TO SCALE 13NOT USED 17

T.P.


FF: 971.00KT60-y07




Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

ENTITY NUMBER:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

ISSUE DATE:

KFC


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TM

C4.0

GRADINGPLAN

GRADING PLAN 1" = 20' 8

GRADING NOTES 1

GRADING LEGEND 4

T.P.

FF: 971.00KT60-y07




Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

ENTITY NUMBER:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

ISSUE DATE:

KFC


Kxx-y07

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XXX XX-X

12.05.14

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TM

C6.0

UTILITYPLAN

UTILITY PLAN 1" = 20' 8

UTILITY NOTES 3

LEGEND 4

EXISTING PROPOSED


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P

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FF: 971.00KT60-y07




Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

ENTITY NUMBER:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

ISSUE DATE:

KFC


Kxx-y07

XX.XX.XX

XXXX

XXX XX-X

12.05.14

12.05.14

TM

LANDSCAPE PLAN 1" = 20' 12


L1.0

LANDSCAPEPLAN

EVERGREE TREE

DECIDUOUS TREE

LAWN IRRIGATION SYSTEM

IRRIGATION SPECIFICATIONS 8

LANDSCAPE SPECIFICATIONS 3

PLANTING SCHEDULE 1

EVERGREEN SHRUB

SMALL EVERGREEN/

QTY. KEY SCIENTIFIC NAME COMMON NAME SIZE

4 AR

Acer Rubrum 'October Glory' Red Maple3" Cal.

9 GB

Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo (male form)3" Cal.

8 GT

Gleditsia triacanthos var. inermis 'Skyline' Skyline Thornless Honeylocust3" Cal.

9 NS

Nyssa sylvatica

Black Gum 3" Cal.

4 MS

Malus sargentii 'Tina' Tina Crabapple

2" Cal.

3 PO Picea omorikaSiberian Spruce

8' Ht.

14 TO

Thuja occidentalis 'Nigra'

Dark Green Arborvitae 6' Ht.

68 TD Taxus 'Densiformis' Dense Yew 30" Ht. B&B

46 JBJuniperus 'Broadmoor' Broadmoor Juniper

5 Gal. Cont.

18 BG Buxus 'Green Velvet' Green Velvet Boxwood 24" B&B

4 PN Picea abies 'Nidiformis'

Bird's Nest Spruce

5 Gal. Cont.

28 SD

Spiraea j. 'Double Play Red' Red Flowering Spirea

5 Gal. Cont.

19 VB

Viburnum n. 'Brandywine' Brandywine Viburnum

30" Ht. B&B

29 HP Hemerocallis 'Pardon Me'

Daylily

1 Gal. Cont.

33 GA

Gaillardia a. 'Burgundy'Blanket Flower 1 Gal. Cont.

10 HF Hosta 'Francee' Hosta 1 Gal. Cont.

LARGE DECIDUOUS SHRUB

PERENNIAL GRAVEL MULCH - 3" LIMESTONEAGGREGATE

LANDSCAPING REQUIREMENTS 4

EVERGREEN HEDGESOD

DECIDUOUS SHRUB

PHFAX

T.P.

KT60-y07




Phone: (231) 922-9250Fax: (231) 922-9257

PROJECT CONSULTANT

ENTITY NUMBER:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

ENTITY NUMBER:

PLOT DATE:

ISSUE DATE:

KFC


Kxx-y07

XX.XX.XX

XXXX

XXX XX-X

12.05.14

12.05.14

TM

I1.0

ILLUMINATIONIPLAN

ILLUMINATION 1" = 20' 12

Luminaire ScheduleSymbol Qty Label Arrangement Total Lamp Lumens LLF Lum. Watts Description

3 A SINGLE 30000 0.750 368 ACCU 95200-FP32PS-FG / 95200-422.5S-119 B SINGLE 30000 0.750 368 ACCU 95200-FP32PS-FG / 95200-HSS / 95200-422.5S-11

Calculation SummaryLabel Avg Max Min Avg/Min Max/MinEXTENDED 1.51 6.7 0.0 N.A. N.A.5' ABOVE VEHICULAR SURFACE 3.30 6.6 1.0 3.30 6.60

LIGHT LEVELS ARE MAINTAINED FOOT-CANDLES, INITIAL LEVELS ARE SLIGHTLY HIGHER

KFCHIGHLAND RD.HARTLAND, MIPREPARED BY: JOHN BUJAKEACCUSERV LIGHTING & EQUIPMENT877-707-7378502-961-0357 [email protected] 3, 2014

LIGHTING RESTRICTIONS: FIXTURES MUST BE FULL CUTOFF FIXTURE MOUNTING HEIGHT NOT TO EXCEED 25'-0" A.F.G. AVERAGE LIGHT LEVEL TO BE BETWEEN 2.4 AND 3.6 FOOT-CANDLES @ 5'-0" A.F.G. MAXIMUM LIGHT LEVEL NOT TO EXCEED 10 FOOT-CANDLES @ 5'-0" A.F.G. LIGHT LEVEL AT THE PROPERTY LINE NOT TO EXCEED 1.0 FOOT-CANDLE @ 5'-0" A.F.G.SITE FIXTURES ARE FULL CUTOFF 320W PULSE START METAL HALIDE w/ FLAT LENSESFIXTURE B HAS A HOUSE SIDE SHIELDPOLES ARE 22'-6" FOR AN OVERALL FIXTURE MOUNTING HEIGHT OF 25'-0" A.F.G.

LIGHTING NOTES 4

highland road (m-59)

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