PROP. HONDA

PROP. CARWASH9600 LUMLEY RD

9530 LUMLEY RD

MT. HERMAN R

D

GLEN

WO

OD

AV

E (US-70)

LUMLEY RD (SR 1645)

20191012

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As Noted

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CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINAADMINISTRATIVE SITE REVIEW PLANS

FOR

REGGIE JACKSONAIRPORT HONDA

9530 & 9600 LUMLEY ROADAPRIL 29, 2020

CITY OF RALEIGH CASE #ASR-0018-2020

Scale: 1" = 200'INDEX MAP

Call 1-800-632-4949 before you dig: It’s the law!

Know what's below.before you dig.Call

NOTE:

SOIL TYPES:

FEMA NOTE:

DEVELOPMENT DATA

FUTURE DEVELOPMENT NOTE:BENCH MARKSHorizontal: NAD 83 (2011)

Vertical: NAVD 88

GRAPHIC SCALE0

1 inch = 200 feet

400100 200

SECTION 404 NATIONWIDE PERMIT:

SECTION 401 WATER QUALITY CERTIFICATION:

SITE

Not to ScaleVICINITY MAP

TREE CONSERVATION AREA NOTE:

PUBLIC SANITARY SEWER REALIGNMENT:

PARKING CALCULATIONS

VEHICLE DISPLAY SCREENING:

Vehicle Trip Generation Calculations

DEVELOPER/OWNER CIVIL ENGINEER

SURVEYOR ARCHITECT SITE LIGHTING

CROSS ACCESS EXEMPTION:

Sheet IndexSheet Number Sheet Title

OUTDOOR SPEAKERS:

FEE-IN-LIEU:

VARIANCES:

PROP. HONDA BLDG9530 LUMLEY ROAD

±75,600 SF

PROP. CARWASH9600 LUMLEY ROAD±1,390 SF

MT. HERMAN ROAD

Industrial S

treet

Type

Variable R

/W W

idth

GLEN

WO

OD

AV

ENU

E (US-70)

6 Lane Divided Street Type

Major A

ccess Corridor

Variable R

/W W

idth

LUMLEY ROAD (SR 1645)4 Lane Divided Street Type

Variable R/W WidthPrimary Street

20191012

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JOB NO.

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P

C4.0

April 29, 2020

1" = 60'

CIT

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A95

30 &

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LL

SIT

E P

LA

N

GRAPHIC SCALE0

1 inch = 60 feet

12030 60

PARKING CALCULATIONS NOTES:IMPERVIOUS AREA CALCULATIONS LEGEND KEYNOTES:

ASSUMED LUMLEY ROAD BIKE PATHTYPICAL SECTION

PROP. HONDA BLDG9530 LUMLEY ROAD

±75,600 SF

PROP. HONDA BLDG

GLENWOOD AVENUE (US-70)

(NCDOT Maintained)

Variable R/W Width

LU

ML

EY

RO

AD

(SR

164

5)(N

CD

OT

Mai

ntai

ned)

Var

iabl

e R

/W W

idth

20191012

DATE

RE

VIS

ION

SD

AT

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ESC

RIP

TIO

NM

AR

K

SCALE

JOB NO.

SHEET

AU

TOM

OTI

VE

GR

OU

P

C4.1

April 29, 2020

1" = 30'

CIT

Y O

F R

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EIG

H, W

AK

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NT

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OR

TH

CA

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LIN

AA

DM

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RT

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30 &

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0 L

UM

LE

Y R

OA

DSI

TE

PL

AN

1 inch = 30 feet

GRAPHIC SCALE600 15 30

MATCHLINE - SEE SHEET C4.2

LEGEND

NOTES:

PROP. HONDA BLDG9530 LUMLEY ROAD

±75,600 SF

PRO

P.CA

RWAS

H±1

,390

SF

LU

ML

EY

RO

AD

(SR

164

5)(N

CD

OT

Mai

ntai

ned)

Var

iabl

e R

/W W

idth

20191012

DATE

RE

VIS

ION

SD

AT

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RIP

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NM

AR

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SCALE

JOB NO.

SHEET

AU

TOM

OTI

VE

GR

OU

P

C4.2

April 29, 2020

1" = 30'

CIT

Y O

F R

AL

EIG

H, W

AK

E C

OU

NT

Y, N

OR

TH

CA

RO

LIN

AA

DM

INIS

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AT

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SIT

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EV

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PL

AN

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AC

KSO

N A

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RT

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30 &

960

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UM

LE

Y R

OA

DSI

TE

PL

AN

1 inch = 30 feet

GRAPHIC SCALE600 15 30

MATCHLINE - SEE SHEET C4.2

LEGEND

NOTES:

3 NORTH-WEST ELEVATIONSCALE: 1/16" = 1'-0"

4 NORTH-EAST ELEVATIONSCALE: 1/16" = 1'-0"

1 SOUTH-EAST ELEVATION (LUMLEY ROAD)SCALE: 1/16" = 1'-0"

@ 32'-4" A.F.F.TOP OF MASONRY @ 22'-8" A.F.F.

TOP OF DRUM

TOP OF ACM@ 29'-0" A.F.F.

TOP OF MASONRY @ 22'-8" A.F.F.

TOP OF ACM @ 29'-0" A.F.F.

TOP OF ACM @ 29'-0" A.F.F.

TOP OF DRUM @ 32'-4" A.F.F.

TOP OF MASONRY @ 28'-8" A.F.F.

TOP OF PARAPET@ 22'-8" A.F.F.

TOP OF ACM @ 18'-0" A.F.F.

TOP OF MASONRY @ 24'-8" A.F.F.

CMU-2SMOOTH FACE CMUPAINTED NATURAL WHITE

CMU-1SPLIT FACE CMUPAINTED NATURAL WHITE

EIFS-1DRYVIT - HONDA CHINAWHITE, SNADBLAST

ACM-1ALPOLIC - HONDA SILVERMETALLIC, ORALCOA - RB160PE BRIGHTSILVER METALLIC

ACM-2ALPOLIC - HNB BLUE, ORALCOA - RB160PE HONDA BLUE

EIFS-1DRYVIT - HONDA CHINAWHITE, SNADBLAST

EIFS-1DRYVIT - HONDACHINA WHITE,SANDBLASTEIFS-1

DRYVIT - HONDA CHINAWHITE, SNADBLAST

ACM-2ALPOLIC - HNB BLUE, ORALCOA - RB160PE HONDABLUE

EIFS-1DRYVIT - HONDA CHINAWHITE, SANDBLAST

ACM-2ALPOLIC - HNB BLUE, ORALCOA - RB160PEHONDA BLUE

ACM-1ALPOLIC - HONDASILVER METALLIC, ORALCOA - RB160PEBRIGHT SILVERMETALLIC

CMU-2SMOOTH FACE CMUPAINTED NATURALWHITE

CMU-1SPLIT FACE CMUPAINTED NATURAL WHITE

EIFS-1DRYVIT - HONDACHINA WHITE,SNADBLAST

CMU-2SMOOTH FACE CMUPAINTED NATURALWHITE

CMU-1SPLIT FACE CMUPAINTED NATURALWHITE

EIFS-1DRYVIT - HONDACHINA WHITE,SNADBLAST

ACM-2ALPOLIC - HNB BLUE, ORALCOA - RB160PEHONDA BLUE

ACM-1ALPOLIC - HONDASILVER METALLIC, ORALCOA - RB160PEBRIGHT SILVERMETALLIC

EIFS-1DRYVIT - HONDACHINA WHITE,SNADBLAST

TOP OF MASONRY @ 24'-8" A.F.F.

CMU-2SMOOTH FACE CMUPAINTED NATURAL WHITE

ACM-2ALPOLIC - HNB BLUE, ORALCOA - RB160PE HONDABLUE

ACM-2ALPOLIC - HNB BLUE, ORALCOA - RB160PE HONDABLUE

ACM-1ALPOLIC - HONDA SILVERMETALLIC, ORALCOA - RB160PE BRIGHTSILVER METALLIC

CMU-1SPLIT FACE CMUPAINTED NATURAL WHITE

2 SOUTH-WEST ELEVATIONSCALE: 1/16" = 1'-0"

Reggie Jackson - Airport

Service Reception Service Reception Service Reception

Service CenterUsed Cars

DS DSDSDS

TRANSPARENCY PERCENTAGES

SURFACE AREA (SF = SQUARE FEET)

GROSS SF OF WALL

LUMLEY ROADSOUTH-EAST ELEVATION

10,730 SF

NET* OFGLAZING

PERCENT OF NET*

3,354 SF

31%

TOP OF MASONRY

@ 24'-8" A.F.F. TOP OF MASONRY @ 22'-8" A.F.F.

DS DS DS DS DS DS DS DS DS

PROPOSED ELEV. - 383.5

EXISTING ELEV. (HIGH) - 389.3

EXISTING ELEV. (LOW) - 366.3

AVERAGE GRADE - 377.8

TOP OF DRUM - 415.83

38

'-0

3/8

"

PROPOSED ELEV. - 383.5

EXISTING ELEV. (HIGH) - 390.7

EXISTING ELEV. (LOW) - 380.6

AVERAGE GRADE - 385.65

26

'-1

0 3

/16

"

PROPOSED ELEV. - 383.5

EXISTING ELEV. (HIGH) - 390.8

EXISTING ELEV. (LOW) - 367.8

AVERAGE GRADE - 379.3

TOP OF MASONRY - 412.17

32

'-1

0 3

/8"

PROPOSED ELEV. - 383.5

EXISTING ELEV. (HIGH) - 385.2

EXISTING ELEV. (LOW) - 366.5

AVERAGE GRADE - 375.9

TOP OF ACM PARAPET - 412.5

36

'-7

13

/16

"

EXTERIOR GENERAL NOTES

1

ALL ROOFING MATERIAL SHALL BE A TPO MEMBRANE WITH A WHITE, MATTE FINISH.

ALL SIGNAGE TO BE PERMITTED SEPARATELY.

2

BOC - 370.5

BOC - 380 8'-6

"A

VG

.B

OC

AVERAGE GRADE CALCULATIONEXISTING ELEVATIONS

HIGHEST LOWEST AVERAGE

390.8 367.8 379.3

385.2 366.5 375.9

389.3 366.3 377.8

390.7 380.6 385.7

379.7

EXISTING ELEVATIONS

HIGHEST LOWEST AVERAGE

383.5

383.5

383.5

383.5

383.5

383.5

383.5

383.5

383.5

383.5

383.5

383.5

383.5

NW ELEVATION

NE ELEVATION

SE ELEVATION

SW ELEVATION

AVERAGE

* THE AVERAGE GRADE CALCULATIONS FOR THE EXISTING CONDITIONS IS MORE RESTRICTIVE THAN THE PROPOSED CONDITIONS, THEREFORE THE BUILDING HEIGHT IS MEASURED FROM THE AVERAGE GRADE OF THE EXISTING CONDITIONS.

APPROXIMATE GRADE OF LUMLEYROAD - BACK OF CURB

1023 w. morehead st.

suite 220

charlotte, nc 28208

p. 704 . 377 . 2990

f . 704 . 377 . 2909

www.redlinedg.com

OWNER'S PROJECT CODEARCHITECT'S PROJECT #

SHEET #

SCALE:

SITE PLAN SUBMITTAL 04.23.2020

LUM17-107

ISSUE DESCRIPTION DATE

REGGIE JACKSONAIRPORT HONDA

AUTOMOTIVEDEALERSHIP

RALEIGH, NC

EXTERIOR ELEVATIONS -DEALERSHIP

1/16" = 1'-0"

A5.0

PROPOSED

TOP OF MASONRY@ 18'-0" AFF

18

'-9

"

2 CARWASH ELEVATION - WESTSCALE: 3/16" = 1'-0"

AVERAGE GRADE CALCULATIONEXISTING ELEVATIONS

HIGHEST LOWEST AVERAGE

395.7 394.7 395.2

395.7 394.7 395.2

396.8 395.7 396.25

396.8 395.7 396.25

395.7

EXISTING ELEVATIONS

HIGHEST LOWEST AVERAGE

397.0 397.0N ELEVATION

E ELEVATION

S ELEVATION

W ELEVATION

AVERAGE

* THE AVERAGE GRADE CALCULATIONS FOR THE EXISTING CONDITIONS IS MORE RESTRICTIVE THAN THE PROPOSED CONDITIONS, THEREFORE THE BUILDING HEIGHT IS MEASURED FROM THE AVERAGE GRADE OF THE EXISTING CONDITIONS.

397.0 397.0

397.0 397.0

397.0 397.0

397.0

397.0

397.0

397.0

397.0

SPLIT FACE CMU, PAINT TO MATCH SERVICEBUILDING.

SMOOTH FACE CMU

TOP OF MASONRY@ 18'-0" AFF

PREFINISHED ALUMINUM PARAPET CAP, COLORTO MATCH ADJACENT WALL.

LADDER GUARD (6' MIN) WITHLOCKABLE HASPS OVER ROOFACCESS LADDER. FINISH TOMATCH BUILDING PAINT.

DSPROPOSED ELEV. - 397.0

EXISTING ELEV. (HIGH) - 395.7

EXISTING ELEV. (LOW) - 394.7AVERAGE GRADE - 395.2

1 CARWASH ELEVATION - NORTHSCALE: 3/16" = 1'-0"

19

'-9

5/8

"

PROPOSED ELEV. - 397.0

EXISTING ELEV. (LOW) - 395.7

EXISTING ELEV. (HIGH) - 396.8

AVERAGE GRADE - 396.25

TOP OF MASONRY@ 18'-0" AFF

OVERHEAD SECTIONAL DOORTYP. SEE DOOR SCHEDULE

PAINTED HOLLOW METALDOOR AND FRAME SEEDOOR SCHEDULE

FULLY ADHERED, SINGLE PLYTPO ROOFING OVER 4" ROOFINSULATION, TYP.

19

'-9

9/1

6"

PROPOSED ELEV. - 397.0

EXISTING ELEV. (HIGH) - 395.7

EXISTING ELEV. (LOW) - 394.7

AVERAGE GRADE - 395.2

3 CARWASH ELEVATION - EASTSCALE: 3/16" = 1'-0"

TOP OF MASONRY@ 18'-0" AFF

SPLIT FACE CMU, PAINT TO MATCH SERVICEBUILDING.

SMOOTH FACE CMU PREFINISHED ALUMINUM PARAPET CAP, COLORTO MATCH ADJACENT WALL.

EXISTING ELEV. (HIGH) - 396.8

EXISTING ELEV. (LOW) - 395.7

AVERAGE GRADE - 396.25

PROPOSED ELEV. - 397.0

18

'-8

3/8

"

4 CARWASH ELEVATION - NORTHSCALE: 3/16" = 1'-0"

1023 w. morehead st.

suite 220

charlotte, nc 28208

p. 704 . 377 . 2990

f . 704 . 377 . 2909

www.redlinedg.com

OWNER'S PROJECT CODEARCHITECT'S PROJECT #

SHEET #

SCALE:

SITE PLAN SUBMITTAL 04.23.2020

LUM17-107

ISSUE DESCRIPTION DATE

REGGIE JACKSONAIRPORT HONDA

AUTOMOTIVEDEALERSHIP

RALEIGH, NC

EXTERIOR ELEVATIONS -CARWASH

3/16" = 1'-0"

A5.1

PROPOSED