ASR-0102-2021 Ajinomoto North America, Inc. Building Expansion
Transcript of ASR-0102-2021 Ajinomoto North America, Inc. Building Expansion
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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
RALEIGH, NORTH CAROLINA 27606
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)
RALEIGH, NORTH CAROLINA 27610
DATE: DECEMBER 6, 2021 PROJ. NO.: 21-009 SHEET C0
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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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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
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ss
8" T
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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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S8
25
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27
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5
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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
BEGIN
PRIVATE DRIVE
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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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12/6/21REVIEW/APPROVAL
1/25/221 PER COR
3/18/222 PER COR
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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
RALEIGH, NORTH CAROLINA 27610
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
55.49 SPACES (56 SPACES)
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
10.86 SPACES (11 SPACES)
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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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
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TP
TP
TP
TP
TP
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)
SE
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&
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END OF
PUBLIC R/W
BEGIN
PRIVATE DRIVE
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.2 E
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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
IC
B
OU
LE
VA
RD
R
Know what's below.before you dig.Call
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
QU
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
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21-009
TAL
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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
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30
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3 GALLON / 18" HEIGHT MIN. CONT.
3 GALLON / 18" HEIGHT MIN.
3 GALLON / 18" HEIGHT MIN.
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
2
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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
Lower-1 Eave!El = 31’-0” AFF
Upper Eave!El = 37’-6” AFF
Ridge!El = 39’-9” AFF
Eave Height!El = 23’-8” AFF
Lower-2 Eave!El = 32’-4” 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.
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
SE
D
BU
ILD
ING
HE
IGH
T
CoR ASR Review-2 03.18.222
123
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. T
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ithou
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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
Per UDO Section 4.4.1, there are no transparency requirements for projects zoned Heavy Industrial.
Per UDO Section 4.4.1, there are no transparency requirements for projects zoned Heavy Industrial.
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
Prefinished Standing Seam Roof
Prefinished Standing Seam Roof
Prefinished Standing Seam Roof
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