asr-0102-2021 ajinomoto north america, inc. building expansion

SITE

PROJECT

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COMMODITY PARKWAY

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NOTE: ALL WORK MUST COMPLY WITH APPLICABLE NORTH CAROLINA BUILDING

CODES, HANDICAPPED ACCESSIBILITY CODE VOL. 1C., AND WITH THE CITY OF

RALEIGH AND NCDOT STANDARDS, DETAILS AND SPECIFICATIONS.

SHEET INDEX

C0 COVER SHEET

C1 NOTES, LEGENDS & ABBREVIATIONS

C2 TREE CONSERVATION AREAS & PROPERTY

ZONING PLAN

C3 EXISTING CONDITIONS & DEMOLITION PLAN

C4 PROPOSED SITE PLAN

C5 PHASE I EROSION CONTROL PLAN

C6 PHASE II EROSION CONTROL PLAN

C7 TEMPORARY STOCKPILE AREA PLAN

C8 PROPOSED GRADING & STORMWATER

IMPROVEMENTS PLAN

C9 STORMWATER PLAN & PROFILE -

STORM PIPE NETWORK A

C10 STORMWATER PLAN & PROFILE -

STORM PIPE NETWORK B

C11 PROPOSED UTILITY IMPROVEMENTS

C12 SITE DETAILS

C13 EROSION CONTROL DETAILS

C14 UTILITY DETAILS

C15A EXISTING VEGETATION INVENTORY

C15B REQUIRED LANDSCAPING

A1.01 PROPOSED BUILDING ADDITION FLOOR PLAN

A2.01 PROPOSED BUILDING ELEVATIONS

A2.02 PROPOSED BUILDING ELEVATIONS

CIVIL ENGINEER

RED LINE ENGINEERING, P.C. (C-3075)

123 RALEIGH STREET

FUQUAY-VARINA, NORTH CAROLINA 27526

PHONE - (919) 779-6851

OWNER

AJINOMOTO HEALTH & NUTRITION

NORTH AMERICA, INC.

4020 AJINOMOTO DRIVE

RALEIGH, NORTH CAROLINA 27610

PHONE: (910) 723-2152

SURVEYOR

MCKIM & CREED, INC. (F-1222)

730 VARSITY DRIVE, SUITE 500


PHONE: (919) 233-8091

FAX: (919) 233-8031

VICINITY MAP

SCALE: 1" = 1,000'

AJINOMOTO NORTH AMERICA INC.

BUILDING EXPANSION

4020 AJINOMOTO DRIVE (P.I.N. 1723-96-2582)


DATE: DECEMBER 6, 2021 PROJ. NO.: 21-009 SHEET C0

R

Know what's below.before you dig.Call

PUBLIC IMPROVEMENT QUANTITY TABLE

PHASE NUMBER (S)

PHASE 1

NUMBER OF LOTS 1

LOT NUMBER(S) BY PHASE

1

NUMBER OF UNITS N/A

LIVABLE BUILDINGS N/A

OPEN SPACE N/A

NUMBER OF OPEN SPACE LOTS N/A

PUBLIC WATER (LF)

0

PUBLIC SEWER (LF)

0

PUBLIC STREET (LF) - FULL

0

PUBLIC STREET (LF) - PARTIAL

0

PUBLIC SIDEWALK (LF)

0

STREET SIGNS (LF)

0

WATER SERVICE STUBS 0

SEWER SERVICE STUBS 0

WAKE COUNTY

NORTH CAROLINA

ADMINISTRATIVE SITE REVIEW

FINAL DRAWING

FOR REVIEW

PURPOSES ONLY

REVISION 1 : JANUARY 25, 2022

TO BE REVIEWED AT

SITE PERMIT REVIEW

CASE #: ASR-0102-2021

SOLID WASTE COMPLIANCE STATEMENT: "DEVELOPERS HAVE

REVIEWED AND ARE IN COMPLIANCE WITH THE REQUIREMENTS

SET FORTH IN THE SOLID WASTE DESIGN MANUAL.

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REVISION 2 : MARCH 18, 2022

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IPF

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EXISTING 30.00'

CAROLINA POWER AND

LIGHT COMPANY

UTILITY EASEMENT

(DB 2841, PG 849)

0.00' SIDE LOT

BUILDING SETBACK

R40'

R65'

R10'

SDM

SDM

SDM

SDM

SDM

SDM

S9

S3

S4

S4

S2

S5

8" T

ER

RA

ss

8" T

ER

RA

EX. SSMH

TOP: 278.64'

INV. IN (N): 274.07'

INV. OUT (S): 273.97'

ss

EX. SSMH

TOP: 278.76'

INV. IN (S): 274.69'

INV. OUT (N): 274.62'

S4

S6

R8'

PROPOSED 32,954 SF

EXPANSION

50.00' S

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AJIN

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(60 F

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S8

25

25

23

24

27

10

5

12

S10

FIRE HOSE LAY LENTH = 150'

S3

FIRE HOSE LAY LENTH = 150'

9'

4'

S11

142.00'

PROPOSED FIRE

APPARATUS

ACCESS ROUTE

PROPOSED FIRE

APPARATUS

ACCESS ROUTE

R20'

R20'

EXISTING WAREHOUSE

USE: BULK CHEMICAL STORAGE

USE: BULK CHEMICAL STORAGE

END OF

PUBLIC R/W

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PRIVATE DRIVE

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PROJECT

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0

SCALE: 1" =

SCALE OF MAP MAY VARY

DUE TO METHODS OF REPRODUCTION.

30' 30'

30'

FINAL DRAWING

FOR REVIEW

PURPOSES ONLY

OF 20 SHEETS

THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS

INDICATE IT HAS BEEN ALTERED. ALL INFORMATION

REPRESENTED ON THIS SHEET IS THE PROPERTY OF

RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,

THIS INFORMATION SHALL NOT BE DUPLICATED IN PART

OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION

FROM RED LINE ENGINEERING, P.C. 2021 ©

REVISIONS: DATE:

DATE:ISSUED FOR:

PROJECT NO.:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

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PH

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12/6/21REVIEW/APPROVAL

1/25/221 PER COR

3/18/222 PER COR

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21-009

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VICINITY MAP

SCALE: 1"=500'

SOLID WASTE PLAN & DUMPSTER NOTE: THERE IS AN EXISTING

SOLID WASTE PLAN FOR THE DEVELOPED SITE ALONG WITH

EXISTING DUMPSTERS AND COMPACTORS. AN ADDITIONAL

EXTERIOR DUMPSTER IS NOT PLANNED. PROPOSED BUILDING

EXPANSION SHALL USE THE SITE'S EXISTING DISPOSAL METHODS.

NOTE: CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY

IF ANY CONFLICTS, INCONSISTENCIES OR AMBIGUITIES EXIST BETWEEN

ARCHITECTURAL, P.M.E., STRUCTURAL & CIVIL DRAWINGS &

SPECIFICATIONS. IF HIDDEN SITE CONDITIONS ARE DISCOVERED

DURING CONSTRUCTION/DEMOLITION, CONTRACTOR SHALL OBTAIN

WRITTEN RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION.

OTHERWISE, CONTRACTOR PROCEEDS AT THEIR OWN RISK.

SITE PLAN KEYNOTES

S1 PROPOSED TREE LINE

S2 INSTALL HEAVY DUTY ASPHALT IN THE REAR DRIVE AISLE.

S3

INSTALL APPROS. 756 LF 6' CHAIN LINK SECURITY FENCE WITH

SECURITY WIRE AT TOP ALONG PERIMETER OF SITE.

S4

INSTALL APPROX. 623 LF 5' WIDE CONCRETE SIDEWALK ALONG THE

BUILDING.

S5 INSTALL APPROX. 758 SF CONCRETE PAD AS SHOWN.

S6 INSTALL CONCRETE STAIRS WITH HANDRAILS TO PROPOSED GRADE.

S7

PROPOSED ELECTRICAL TRANSFORMER LOCATION (BY OTHERS).

S8

INSTALL HEAVY DUTY CONCRETE PAVEMENT PER DETAIL ON SHEET

C12

S9 INSTALL 20' WIDE HEAVY DUTY ASPHALT FIRE ACCESS ROAD.

S10

INSTALL 24' DOUBLE LEAF SWING GATES WITH KNOX BOX FOR FIRE

ACCESS.

S11 PROPOSED LOCATION OF LONG-TERM WALL MOUNTED BIKE RACKS.

S12

INSTALL APPROX. 433 LF OF 6.5' WOODEN OPAQUE FENCE ON THE

PROPERTY LINE ALONG THE SITE AREA.

PARKING NOTE: THIS SITE'S PROPOSED EXPANSION INCREASES GROSS FLOOR AREA BY APPROX. 16%.

PER UDO SECTION 7.1.1.B.2, ANY NEW PARKING THAT IS REQUIRED FOR THE ADDITIONAL FLOOR OR

SITE AREA SHALL COMPLY WITH ALL OF THE RELATED PARKING STANDARDS OF THE CITY OF RALEIGH

UDO. THE SITE'S EXISTING PARKING EXCEEDS THE REQUIRED PARKING AMOUNT, INCLUDING THE

PROPOSED EXPANSION (SEE PARKING CALCULATIONS IN THE SITE DATA TABLE). THEREFORE, NO NEW

PARKING SPACES ARE REQUIRED AND EXISTING PARKING IS NOT REQUIRED TO BE BROUGHT TO

CURRENT CITY OF RALEIGH STANDARDS.

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803,488 sf

SITE PLAN SUMMARY

1. PROJECT NAME & STREET ADDRESS AJINOMOTO NORTH AMERICA, INC.

BUILDING EXPANSION

4020 AJINOMOTO DRIVE


2. P.I.N. 1723-96-2582

3. EXISTING/PROPOSED LAND USE HEAVY INDUSTRIAL

4. TOTAL NUMBER OF LOTS 1

5. TOTAL LOT AREA 5,188,972 SF / 119.12 ACRES

6. PROJECT AREA

AREA OF DEVELOPMENT 124,009 SF / 2.85 ACRES

STOCKPILE AREA 41,304 SF / 0.95 ACRES

TOTAL AREA 165,313 SF / 3.80 ACRES

7. TOTAL DISTURBED AREA 170,350 SF / 3.91 ACRES

8. CURRENT ZONING HEAVY INDUSTRIAL (IH)

9. PROPOSED ZONING IH (NO CHANGE)

10. EXISTING BUILDING AREAS 192,053 SF (GROSS FLOOR AREA)

11. EXISTING FLOOR AREA TO BE REMOVED 1,391 SF (MODULAR BUILDING)

12. EXISTING BUILDING AREA TO REMAIN 190,662 SF

13. PROPOSED BUILDING ADDITION 385 SF (OFFICE)

(WAREHOUSE EXPANSION) + 32,569 SF (ADDITIONAL INDOOR AREA)

32,954 SF (TOTAL GROSS FLOOR AREA)

14. TOTAL BUILDING SQUARE FOOTAGE (TO REMAIN + NEW) 223,616 SF

15. EXISTING BUILDING LOT COVERAGE 3.70%

16. PROPOSED ADDITIONAL BUILDING AREA COVERAGE 0.61%

17. TOTAL BUILDING LOT COVERAGE (TO REMAIN + NEW) 4.31%

18. BUILDING SETBACKS FROM PRIMARY STREET - 50 FT.

FROM SIDE STREET - 50 FT.

FROM SIDE LOT LINE - 0 FT.

FROM REAR LOT LINE- 0 FT

SUM OF REAR AND PRIMARY STREET - 70 FT.

19. PARKING SUMMARY:

EXISTING REQUIREMENTS

OFFICE SPACE (1 SPACE / 600 SF)

X 25,591 SF

42.65 SPACES (43 SPACES)

ADDITIONAL INDOOR AREA (1 SPACE / 3,000 SF)

X 166,462 SF


TOTAL EXISTING SPACES REQUIRED 99 SPACES REQUIRED

PROPOSED REQUIREMENTS

OFFICE SPACE (1 SPACE / 600 SF)

X 385 SF

0.64 SPACES (1 SPACE)

ADDITIONAL INDOOR AREA (1 SPACE / 3,000 SF)

X 32,569 SF


TOTAL PROPOSED SPACES REQUIRED 12 SPACES REQUIRED

TOTL SPACES REQUIRED (EXISTING + PROPOSED) 111 SPACES REQUIRED

TOTAL SPACES EXISTING 151 SPACES EXISTING

*NO ADDITIONAL PARKING REQUIRED

LONG-TERM BICYCLE PARKING REQUIRED (1 SPACE / 40,000 SF)

X 32,954 SF

0.82 SPACES (1 SPACE)

4 BIKE SPACES MINIMUM REQUIRED

LONG-TERM BICYCLE PARKING PROPOSED 4 BIKE SPACES (4 VERTICAL RACK SPACES)

20. INSIDE FLOOD HAZARD BOUNDARY NO (PER FEMA MAP #3720172300J)

EFFECTIVE DATE: MAY 2, 2006

21. IMPERVIOUS SURFACE AREA

EXISTING 759,018 SF / 17.42 AC (14.62%)

PROPOSED 43,916 SF / 1.01 AC (0.85%)

TOTAL (EXISTING + PROPOSED) 802,934 SF / 18.43 AC (15.47%)

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IPF

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EXISTING 30.00'

CAROLINA POWER AND

LIGHT COMPANY

UTILITY EASEMENT

(DB 2841, PG 849)

SDM

SDM

SDM

SDM

SDM

SDM

8" T

ER

RA

ss

8" T

ER

RA

EX. SSMH

TOP: 278.64'

INV. IN (N): 274.07'

INV. OUT (S): 273.97'

ss

EX. SSMH

TOP: 278.76'

INV. IN (S): 274.69'

INV. OUT (N): 274.62'

PROPOSED 32,954 SF

EXPANSION

TP

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SECONDARY TREE

CONSERVATION AREA #5

(31,844 SF / 0.730 AC.)

A

B

COMBINATION SEDIMENT FENCE & TREE

PROTECTION FENCE TO BE PLACED AT THE LIMITS

OF DISTURBANCE (SEE SHEET C6 FOR DETAILS)

SEED, STRAW & TACK DISTURBED AREAS WITH

NATIVE GRASS SPECIES APPROVED BY OWNER

(I.E. CENTIPEDE, BERMUDA, ZOYZIA OR FESCUE)

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END OF

PUBLIC R/W

BEGIN

PRIVATE DRIVE

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(P

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458 LF OF 35' TYPE B2 TRANSITIONAL PROTECTIVE

YARD REQUIRED PER UDO SECTION 4.4.1.F

(PRESERVE EXISTING VEGETATION)

CAH-3

EAS-3

BKD-5

CAH-3

EAS-4

BKD-4

CAH-3

RLP-3

CAH-3

RLP-4

EAS-3 BKD-4

CAH-4

BKD-5

NRS-4

RLP-11

BKD-4

CAH-3

EAS-2

CAH-2

RLP-5

DB-2

DB-2

DB-2

DB-2

DB-2

DB-4DB-1

DB-2

DB-5

DB-3

DB-2DB-2

EAS-6

RLP-5

EAS-3

RLP-2

NRS-2

NRS-4NRS-4

NRS-1

NRS-1

NRS-1

DB-3 DB-3

DB-3

DB-2

DB-2 DB-5

DB-5

DB-1 DB-2

DB-5DB-1

NRS-1

NRS-1

PROJECT

AREA

CIV

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B

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R


0

SCALE: 1" =

SCALE OF MAP MAY VARY

DUE TO METHODS OF REPRODUCTION.

30' 30'

30'

FINAL DRAWING

FOR REVIEW

PURPOSES ONLY

OF 20 SHEETS

THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS

INDICATE IT HAS BEEN ALTERED. ALL INFORMATION

REPRESENTED ON THIS SHEET IS THE PROPERTY OF

RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,

THIS INFORMATION SHALL NOT BE DUPLICATED IN PART

OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION

FROM RED LINE ENGINEERING, P.C. 2021 ©

REVISIONS: DATE:

DATE:ISSUED FOR:

PROJECT NO.:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

RE

D L

IN

E E

NG

IN

EE

RIN

G, P

.C

. (C

-3

07

5)

123 R

ALE

IG

H S

TR

EE

T

FU

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AY

-V

AR

IN

A, N

OR

TH

C

AR

OLIN

A 27526

PH

ON

E: (919) 779-6851

12/6/21REVIEW/APPROVAL

1/25/221 PER COR

3/18/222 PER COR

40

20

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21-009

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C15B

VICINITY MAP

SCALE: 1"=500'

NOTE: CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF

ANY CONFLICTS, INCONSISTENCIES OR AMBIGUITIES EXIST BETWEEN

ARCHITECTURAL, P.M.E., STRUCTURAL & CIVIL DRAWINGS &

SPECIFICATIONS. IF HIDDEN SITE CONDITIONS ARE DISCOVERED DURING

CONSTRUCTION/DEMOLITION, CONTRACTOR SHALL OBTAIN WRITTEN

RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. OTHERWISE,

CONTRACTOR PROCEEDS AT THEIR OWN RISK.

LANDSCAPING NOTE: THE PROPOSED EXPANSION INCREASES THE GROSS

FLOOR AREA BY APPROX. 17%. PER UDO SECTION 7.2.2.B.2, LANDSCAPING

IS REQUIRED FOR THE ADDITIONAL FLOOR OR SITE AREA ONLY.

EXISTING TCA

EXHIBIT

STREET VIEW A

EXISTING TCA

EXHIBIT

STREET VIEW B

A

B

SCREENING NOTE: DUE TO EXISTING TREE CONSERVATION AREA AND

MATURE VEGETATION, THE PROPOSED LOADING DOCK AREA IS FULLY

SCREENED FROM OFFSITE VIEWS. NO ADDITIONAL SCREENING IS

REQUIRED AT THIS TIME. (SEE STREET VIEWS A & B THIS SHEET)

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TRANSITIONAL PROTECTIVE YARDS:

EAST PROPERTY LINE (NOT APPLICABLE PER UDO SECTION 7.2.2.B.2)

NORTH PROPERTY LINE (NOT APPLICABLE PER UDO SECTION 7.2.2.B.2)

SOUTH PROPERTY LINE (B2 BUFFER REQUIRED)

PER UDO SECTION 7.2.7.E - EXISTING VEGETATION IS TO BE PRESERVED

WITHIN TRANSITIONAL PROTECTIVE YARD. A 6.5 FT WOODEN OPAQUE FENCE

IS PROPOSED. EXISTING VEGETATION HAS BEEN COUNTED FOR CREDITS.

SEE BELOW FOR TREE-FOR-TREE CREDITS.

WEST PROPERTY LINE (C2 STREET PROTECTIVE YARD REQUIRED)

PER UDO SECTION 7.2.4.B.2 - EXISTING TCA TO THE WEST OF PROJECT AREA,

ADJACENT TO CIVIC BLVD., REPLACES THE REQUIRED STREET PROTECTIVE YARD

STREET PROTECTIVE YARDS:

6 CANOPY TREES REQ./100FT X 458 FT = 28 CANOPY TREES REQUIRED

6 UNDERSTORY TREES REQ./100FT X 458 FT = 28 UNDERSTORY TREES REQUIRED

60 SHRUBS REQ./100FT X 458 FT = 275 SHRUBS REQUIRED

B2 BUFFER YARD REQUIREMENTS (UDO SECTION 7.2.4.B)

EXISTING CANOPY TREES = 133 CANOPY TREES (EXCEEDS REQUIRED PLANTINGS)

(EXCEEDS REQUIRED PLANTINGS)

EXISTING SHRUBS = 108 SHRUBS (167 SHRUBS REQUIRED)

EXISTING VEGETATION CREDITS (UDO SECTION 7.2.7.E)

TOTAL PLANTINGS REQUIRED = 331 PLANTINGS

TOTAL PLANTING CREDITS = 301 PLANTINGS

2

DWARF BURFORD HOLLY

RUBY LOROPETALUM

CARISSA HOLLY

EXISTING UNDERSTORY TREES = 60 UNDERSTORY TREES

SOUTH PROPERTY LINE (B2 BUFFER REQUIRED)

PLANTING SCHEDULE

SYMBOL KEY QUANTITY SCIENTIFIC NAME COMMON NAME PLANTING SIZE NOTES

SHRUBS

ILEX CORNUTA 'DWARF BURFORD'

LOROPETALUM CHINESE 'RUBY'

ILEX CORNUTA 'CARISSA'

DB

EAS

RLP

CAH

61

21

30

21

3 GALLON / 18" HEIGHT MIN. CONT.

3 GALLON / 18" HEIGHT MIN.



CONT.

CONT.

CONT.

NELLIE STEVENS HOLLYILEX x 'NELLIE R. STEVENS'NRS 13 3 GALLON / 18" HEIGHT MIN. CONT.

RHODODENDRON ENCORE 'AUTUMN SUNBURST' AUTUMN SUNBURST AZALEA

BLACK KNIGHT BUTTERFLY BUSHBUDDLEIA DAVIDII 'BLACK KNIGHT'BKD 21 3 GALLON / 18" HEIGHT MIN. CONT.

2

168 TOTAL NEW SHRUBS PROPOSED

167 SHRUBS (SEE PLANTING SCHEDULE THIS SHEET)

PROPOSED SHRUBS

INSTALL APPROX. 443 LF OF 6.5 FT TALL

OPAQUE WOODEN FENCE ALONG PROPERTY

LINE. WHERE FENCE CONFLICTS WITH

EXISTING TREES, BOX OUT AROUND TREES

CUT DON'T RIP TREE ROOTS. NO HEAVY

EQUIPMENT IS ALLOWED IN THE BUFFER.

DO NOT INSTALL

FENCE ACROSS

EXISTING TRAIL

END FENCE AT REAR

OF EXISTING SHRUB.

2

FINISHED GRADE

6.5'

8'

8' O.C. (TYP)

1"X6" PICKETS

SCALE: NOT TO SCALE

TYPICAL WOODEN FENCE

DETAIL

2"X4" BACKER

RAILS

4"X4" POSTS

1"X6" PICKETS

4"X4" POSTS

2"X4" BACKER RAILS

GATE

HINGES

8'

2"X4" CROSS BRACE

2

- OAK

- CHERRY

- CEDAR

- PINE

- MAPLE

- EASTERN REDBUD

- HOLLY SHRUB

- BRADFORD PEAR

- POPLAR

- WAX MYRTLE

- CRAPE MYRTLE

- HAWTHORN

- CAMELLIA

- PECAN

- SOUTHERN MAGNOLIA

- LAUREL

EXISTING SHRUBSEXISTING TREES

PERIMETER BUFFER REQUIREMENTS

PROPERTY LINE

BUFFER REQUIRED

(PER UDO SEC. 4.4.1.F)

PROPOSED BUFFERING

NORTH C2

NOT APPLICABLE PER UDO SECTION

7.2.2.B.2 (SEE NOTE BELOW)

SOUTH B2

EXISTING VEGETATION TO REMAIN AS

CREDIT TOWARD THE TRANSITIONAL

PROTECTIVE YARD REQUIREMENTS. SEE

BUFFER YARD REQUIRMENT

CALCULATIONS AND EXISTING PLANTING

CREDITS ON THIS SHEET.

EAST B2

NOT APPLICABLE PER UDO SECTION

7.2.2.B.2 (SEE NOTE BELOW)

WEST C2

EXISTING TCA REPLACES STREET

PROTECTIVE YARD REQUIRED.

1

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PROJECT:

Proposed Building Elevations

DATE ISSUED:

REVISIONS: DATE

DRAWN BY:CHECK BY:

JMM

A2.01

2019-1801.11.22

Prelim

inary!

Do not

use f

or Con

struc

tion

Scale: 1/16" = 1'-0"2

JMM

Prelim

inary

!

Do not

use f

or Con

struc

tion

Bu

ildin

g E

xpan

sio

n

Raleigh, North Carolina

Scale: 1/16" = 1'-0"1

ACDEFGH

Finish Floor!El = 0’-0” AFF (283.70)

Lower-1 Eave!El = 31’-0” AFF

Upper Eave!El = 37’-6” AFF

Ridge!El = 39’-9” AFF

Finish Floor!El = 0’-0” AFF

A C D E F G H


Upper Eave!El = 37’-6” AFF

Ridge!El = 39’-9” AFF

Eave Height!El = 23’-8” AFF


26’-0

”

64’-0”53’-3”64’-0”8’-0”48’-0”56’-0”4’-0”

26’-0

”

7’-11”

4’-0” 189’-2” 4’-0” 41’-0” 7’-0” 30’-0” 30’-0”

26’-0

”

18’-0

”

18’-0

”1’

-0”

28’-0

”

1 A2.01

Per UDO Section 4.4.1, there are no transparency requirements for projects zoned Heavy Industrial.


1/412

1/412

1/412

1/412

1/412

1/412

Primary Building Elevation (South) 20' 0 4' 8' 12' 16' 20'

Overall Elevation (North) 20' 0 4' 8' 12' 16' 20'

1 CoR ASR Review-1 01.27.22

AVERAGE GRADE: 283.70

39'-9

" P

RO

PO

SE

D

BU

ILD

ING

HE

IGH

T

POST DEVELOPMENT GRADE (LOWEST): 283.70POST DEVELOPMENT

GRADE (HIGHEST): 283.70

AVERAGE GRADE: 283.70

32'-4

" E

XIS

TIN

G

BU

ILD

ING

HE

IGH

T

39'-9

" P

RO

PO

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D

BU

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ING

HE

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T

CoR ASR Review-2 03.18.222

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PROJECT:

Proposed Building Elevations

DATE ISSUED:

REVISIONS: DATE

DRAWN BY:CHECK BY:

JMM

A2.02

2019-1812.09.21

Scale: 1/16" = 1'-0"2

JMM

Bu

ildin

g E

xpan

sio

n

Raleigh, North Carolina

Scale: 1/16" = 1'-0"1

25'-0

"

EXISTING BUILDING PROPOSED BUILDING

EXISTING BUILDINGPROPOSED BUILDING

Finish Floor!El = 0'-0" AFF

Lower-1 Eave!El = 31'-0" AFF

Upper Eave!El = 37'-6" AFF

Ridge!El = 39'-9" AFF

1 2 3 4 65

Eave Height!El = 23'-8" AFF

Lower-2 Eave!El = 32'-4" AFF

Finish Floor!El = 0'-0" AFF

Upper Eave!El = 37'-6" AFF

Ridge!El = 39'-9" AFF

12346 5

Eave Height!El = 23'-8" AFF



Prefinished Metal Wall Panel and TrimPrefinished Hollow Metal Door!and Trim

Exterior Wall Pack

Prefinished Aluminum Gutter and Downspout

Prefinished Metal Wall Panel and Trim

Prefinished Aluminum Trim and Downspout

Prefinished Hollow Metal Door!and Trim

Prefinished Standing Seam Roof

Prefinished Metal Wall Panel and Trim

Prefinished Aluminum Gutter and DownspoutPrefinished Aluminum Gutter and Downspout

Prefinished Aluminum!Storefront Windows

Prefinished Aluminum Gutter and Downspout




Overall Elevation (West) 20' 0 4' 8' 12' 16' 20'

Overall Elevation (East) 20' 0 4' 8' 12' 16' 20'

2 CoR ASR Review-2 03.18.22

asr-0102-2021 ajinomoto north america, inc. building expansion

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