co cov.lpconc.ww.charmeck.org/planning/rezoning/2012/071-083/2012-077... · 2012. 8. 27. · b-1...
TRANSCRIPT
17.01.7
15.1
15.1
110.2
10.5
5.8
26.3
5.810.5
110.2
2 S
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12.3
5.4
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3.7
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18" C&G
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1.5 2.5
56.5
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56.4 TOTAL
9.0
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13.5
TOTAL
15.6
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TA
L
81.0 TOTAL
2
S
T
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BRICK P
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15" WALL
24"
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TE
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CB
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CB#44
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CB#40
CB#41
CB#39
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CB
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#36
CB#3
7
CB
#26
CB#27
CB
#20
CB#21
CB
#8
CB
#6
CB
#7
CB
#10
SD
MH
#9
12" RCP
18" RCP
12" RCP
WM
H
24" RCP
24"
RC
P
24"
RC
P
24" RCP
(A)
(B)
INV.= 738.8
9
CB
#29
4" C
PP
12"
RC
P
12" RCP
12"
RC
P
(
A
)
(B)
12" RCP12" RCP
12"
PV
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)
(A)
DR
AIN
#30
12"
PV
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#34
15"
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P
15" RCP
15" RCP
15" R
CP
(A)
(B)
SDMH
18"
RC
P
15" RCP
15" RCP
15"
RC
P
15" RCP
15"
RC
P
15" RCP
15" RCP
15"
RC
P
8" PVCEU INV.= 759.88
BENCH
BE
NC
H
BENCH
BFP
12"
BP
#841
12"
BP
#840
12"
BP
#835
12"
BP
#833
10"
BI
#72
10"
BI
#73
12"
BP
#57
12"
BP
#880
12"
BP
#879
12"
BP
#878
12"
BP
#876
12"
BP
#882
12"
BP
#883
12"
BP
#803
10"
BP
#877
10"
BP
#884
8" B
P
#886
14"
BP
#885
6"
CH
24"
CH
#802
12"
CH
#801
CA
BL
E
BO
X
18"
CH
#887
CO C
O
CO
CO
COCO
CO
5"
DW
#869
5"
DW
#888
4"
HB
6"
HB
#843
2"
CM
#842
3"
CM
3" C
M#8
44
3"
CM
3"
CM
#70
2"
CM
3"
CM
3"
CM
3"
CM
3"
CM
6"
CM
#800
8"
CM
8"
CM
12"
CM
#834
4"
CM
#845
4"
CM
GL
GL
GL
GL
GL
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L
12"
EL
M
#64
GL
GL
GL
GL
GL
3"
CM
GE
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RA
TO
R
CABLEBOX
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
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LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
PB
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LP
LP
L
P
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
PP
PP
PP
PP
PP
GM
GM
GMGWGW (3)
23 P
AR
KIN
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PA
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S
6 P
AR
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PA
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S
2 PARKING
SPACES
ICV
ICV
3"
HL
Y
#795
24"
HIC
#838
10" MA
10" MA
10" MA
4"
MA
G
#839
8"
MA
#60
8"
MA
#59
8"
MA
#61
8"
MA
#62
6"
MA
#58
6"
MA
#21
4" MAG
8"
MA
#71
6"
MA
#76
12"
MA
#97
12"
MA
15"
MA
#97
12"
MA
#84
30"
MA
G
#18
8"
MA
G
#867
ME
TA
L F
EN
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ME
TA
L F
EN
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METAL FENCE
METAL FENCE
55"
OA
K
#47
36"
OA
K
#49
36"
OA
K
36"
OA
K
36"
OA
K
#792
36"
OA
K
#24
30"
OA
K
36"
OA
K
#74
12"
OA
K
#19
12"
OA
K
1"
OA
K
#65
1"
OA
K
#66
1"
OA
K
#69
6"
OA
K6"
OA
K
4"
OA
K
#20
6"
OA
K
#25
18"
OA
K
18"
OA
K
18" OAK
14" OAK
48"
OA
K
#67
22"
OA
K
#68
15"
OA
K
15"
OA
K
15" OAK
15" OAK
15" O
AK
13"
OA
K
21"
OA
K
7"
OA
K
8"
OA
K
#78
4"
PV
C
4"
PV
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1"
TR
#837
PM
15"
PI
6"
PI
#75
SP
EE
D B
UM
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SPEED B
UM
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SPEED BUMP
SP
SIG
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P S
IGN
SP
SIG
N
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SIG
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SIG
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LPO
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SP SIGN ST SIGN
STREET
SIGN
SL (35) SIGN
AAS SIGN
BST SIGN
BST SIGN
SL (15) SIGN
X W
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SIG
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SY
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TSB
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Y BOXES
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#1
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8"
CL
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UM
H
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SS
MH
SS
MH
SS
MH
SS
MH
SS
MH
8" CLAY
8" CLAY
8" CLAY
12"
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12"
CL
AY
12" CLAY
CO
NC
.APPROX. JU
NC
TIO
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10’
PE
RM
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DR
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AG
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AS
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233-80
10’ PERMANENT
DRAINAGE EASEMENT
DB 7233-80
APPROXIMATEEXISTING R/W
APPROXIMATE EXISTING R/WEM
ER
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NC
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CA
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BO
X
CONCRETE
CO
NC
.
FL
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TE
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INV
=755.0
1
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=
759.0
0
8"
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CE
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740
745
745
750
750
755
755
755
760
760
760
765
765
10"
JUN
#788
5"
JUN
4" C
HIL
LE
R L
INE
(AP
PR
OX
.)
36"
CO
LU
MN
36"
CO
LU
MN
36"
CO
LU
MN
FV
FIR
E
CO
NT
RO
L
3"
DW
#13
5"
CM
GL
GL
GL
GL
GL
LP
LPLP
LP
LP
PP
AB
AN
DO
NE
D WATER BO
X
LP
LP
LP
LP
30"
MA
G
#17
18"
MA
G
#11
15"
MA
G
#12
30"
MA
G
#789
10"
MA
G
#790
10" MA
10" MA
48" OAK
30"
PI
WV
0.6
5.9
4.2
4.2
PLANTED AREA
RIM
=743.2
0
INV
OU
T=
738.7
7
RIM
=743.9
5
INV
IN
=737.7
8
INV
OU
T=
737.6
8
N 8
6°5
3’30" W
CH
OR
D: N
52°37’40" W 126.23’
R=746.2
6’ L
=121.3
1’
N 3
2°57’2
2" E 2.25’R
=65.50’ L=63.05’
CHORD: N 24°27’04" W 60.64’
CHORD: N 10°50’34" E 242.35’ R=883.23’ L=243.12’
N 18°44’18" E
N 15°16’21" E56.62’
6 " P V C6 " P V C
4"
PV
C
6"
PV
C
6 " P V C8 " P V C
RZ-01
Schematic
Site Plan
1
1
1
6" R
L
6" RL6" RL8"
SW
AL
E
S W A L E
S W A L E
748
749
749
750
750
750
750
750
751
751
751
751
751
751
751
751
751
751
751 751
751
7
5
1
752
752
752
752
752
752
752
752
752
752
752
752
752
753
753
753
753
753
753
753
753
754
754 754
754
754
754
754
754
754
754
754755
755
755
755
755
755
756
756
756
756
756
756
757
757
757
757
757
757
757
757
758
758
758758
758
758
758
7
5
8
758
758758
758
759
7
5
9
759
759
759
759
760
761
762
766
FFE = 759.50
16’ SETBACK
16’ SETBACK
16’ SETBACK
14’
SE
TB
AC
K1
4’
SE
TB
AC
K
16’ SE
TB
AC
K
BIORETENTION POND
GE
N
HVAC
DRY DETENTION BASIN
N
E
W
S
C
I
E
N
C
E
C
E
N
T
E
R
L1
L2
L3
C1
L
4
L5
L6
L7
L8
L9
L 10
L 1
1
L 12
L 1
3
L 1
4
C2
L 15
L 16
LINE BEARING DISTANCE
L1 N85^46’7"W 212’-9"
L2 N4^13’53"E 22’-11"
L3 N85^36’18"W 27’-7"
L4 N4^46’51"E 25’-1"
L5 N85^46’7"W 126’-0"
L6 N4^13’53"E 173’-11"
L7 S85^46’7"E 32’-4"
L8 N4^13’53"E 62’-5"
L9 S85^46’7"E 30’-3"
L10 N37^58’54"E 60’-9"
L11 N51^18’28"W 119’-7"
L12 N38^41’32"E 114’-4"
L13 S51^18’28"E 65’-8"
L14 S85^46’7"E 146’-9"
L15 S15^16’21"W 56’-7"
L16 S18^44’18"W 87’-2"
BOUNDARY LINE TABLE
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING
C1 33’-5" 47’-1" 43’-3" N46^53’18"W
C2 883’-3" 214’-0" 213’-5" S11^47’16"W
BOUNDARY CURVE TABLE
B-1
R-5
B-1
B-1
NS
0-2
R-22MF
BEATTIES FORD ROAD
(variable public R/W)
WE
ST
5th
ST
RE
ET
(public R
/W)
MA
RT
IN S
TR
EE
T
(40’
publi
c R
/W)
WEST TRADE STREET
(public R/W)
RO
ZE
LL
ES F
ER
RY
RD
(public R
/W)
TREE TO BE PRESERVED
(TYP.)
TREE TO BE PRESERVED
(TYP.)
PROPOSED SURFACE PARKING - 42 SPACES
PROPOSED TREE (TYP.)
7’ SIDEWALK
6’ SIDEWALK
LOADING SPACE
SCREEN FENCE
WITH GATES
PARKING TO BE SCREENED
WITH BIORETENTION POND
PLANTINGS AND PERIMETER
SHRUBBERY.
PROJECT BOUNDARY
EXISTING 7’ MIN. WIDTH
SIDEWALK AT BACK OF
CURB.
EXISTING OPEN-STYLE
PERIMETER SECURTIY
FENCE.
PROPOSED PEDESTRIAN
CONNECTION TO EXISTING
CAMPUS PEDESTRIAN
NETWORK THAT CONNECTS
TO BEATTIES FORD ROAD
AT MAIN CAMPUS ENTRY.
7’-3"
21’-2"
189’-7" (DISTANCE TO SETBACK OPPOSITE SINGLE FAM. ZONING)
GA
S
XFMR
RA
MP
R A M P R A M P
RA M P
8’ SIDEWALK
DEVELOPMENT DATA
SITE ACREAGE
TAX PARCEL(S)
EXISTING ZONING
PROPOSED ZONING
EXISTING USE
PROPOSED USE
BUILDING AREA
FLOOR AREA RATIO
MAXIMUM BLDG. HEGHT
PROPOSED PARKING
OPEN SPACE AMOUNT
3.11 AC
PORTION OF 078-201-06
R-22MF, PED
R-22MF, PED-0
INSTITUTIONAL
INSTITUTIONAL
68,885 SF
0.508
65 FT (AS MEASURED
FROM THE AVERAGE
FINAL GRADE)
1 SPACE/2 STUDENTS
MIN. (CAMPUSWIDE)
PER PED PLAN
1 SF/100 SF GFA OR
1 SF/200 SF LOT AREA
WHICHEVER IS GREATER
Gantt Huberman Architects, PLLC
500 North Tryon Street
Charlotte, NC 28202
704.334.6436 Tel
704.342.9639 Fax
www.gantthuberman.com
Drawn
Checked
Date
Revisions
Project Number
Title
Sheet
Plate of
N
GRAPHIC SCALE
0
1" = 30’
30 30 60 90
P:\2012\2012.0
3 J
CS
U S
cience B
uilding\C
AD
D F
iles\jcsR
Z100.d
gn
09
-A
UG
-2
01
2 1
4:5
6
NC Certificate of Licensure C-1863
Jeffrey I. Smith, P.E.
Steven H. Doe, P.E.
Structural Engineer:
Stewart Engineering, Inc.
200 S. College Street, Ste. 720
Charlotte, NC 28202
704.909.3514 Tel
Plumbing, Mechanical, Electrical Engineers:
McCracken & Lopez, PA
1300 Baxter Street, Suite 350
Charlotte, NC 28204
704.376.7072 Tel
Civil Engineer:
Bulla Smith Design Engineering, P.A.
1347 Harding Place, Suite 201
Charlotte, NC 28204
704.333.3122 Tel
200 South Tryon Street, Suite 1400
704.376.1555 Tel
Charlotte, NC 28202
Cole Jenest & StoneLandscape Architect:
7900-D Stevens Mill Road, Suite 260
704.622.6264 Tel
Matthews, NC 28104
VuePoint ConsultingInformation Technology:
470 Atlantic Avenue, 7th Floor
617.305.9875 Tel
Boston, MA 02210
EYP Architecture & Engineering
Laboratory Consultant:
P.O. Box 726
704.467.3903 Tel
Concord, NC 28026
F.C. Schafer Consulting, LLC
Acoustics Consultant:
Copyright 2012. All rights reserved. Printed or
electronic drawings and documentation may not be
reproduced in any form without written permission
from Gantt Huberman Architects, PLLC.
Charlotte, NC
New Science Center
Johnson C. Smith
University
696
REF: NC GRID
(NAD 83)
VICINITY MAP-ntsN
BRO
OK
SH
IRE F
RW
YFRENCH ST
BE
AT
TIE
S F
OR
D R
D
MARTIN ST
N S
UM
MIT
AV
E
WEST 5
th S
T
INTERSTA
TE 7
7
W T
RA
DE
ST
SITE
JCSU
CAMPUS
REZONING PETITION
2012-077
FOR PUBLIC HEARING
June 25, 2012
1 August 10, 2012
RZ-02
Site
Development
Standards
1
1
1
1
1. GENERAL PROVISIONS:
2. OPTIONAL PROVISIONS:
3. PERMITTED USES:
a. The Petitioner’s intent for the site is to develop a new educational building. The proposed use will be
Institutional.
4. TRANSPORTATION:
5. ARCHITECTURAL STANDARDS:
6. STREETSCAPE AND LANDSCAPING:
7. ENVIRONMENTAL FEATURES:
a. The Petitioner shall comply with the Charlotte City Council approved and adopted Post Construction
Controls Ordinance.
b. The Site will comply with Chapter 21 - The Tree Ordinance.
c. The Petitioner is seeking LEED Silver Certification for the proposed building.
d. The layout shown on the Site Plan proposes to preserve as many existing trees on the Site as possible.
In an attempt to preserve existing trees along Beatties Ford Road, the existing sidewalk/planting strip layout
is to remain.
8. PARKS, GREENWAYS AND OPEN SPACE:
a. The Petitioner shall adhere to the requirements of the Ordinance for Urban Open Space within this
development area.
9. FIRE PROTECTION:
a. The Petitioner shall adhere to the requirements of the Charlotte Fire Department for this development
area.
b. A Charlotte Fire Department approved truck turn around shall be provided at the south terminal end of an
existing fire access lane located east of the proposed building and running north to south through Campus
10. SIGNAGE:
11. LIGHTING:
a. All project signs, banners, flags and pennants for identification or decoration must conform to the Ordinance.
a. All new lighting shall conform to the Ordinance.
12. PHASING:
a. Development to be constructed in one phase.
a. The proposed building to be developed on site will not exceed 65 feet in height as measured from average
grade around the building.
b. The Petitioner seeks the optional provision to increase the rate at which the building height can increase
relative to its distance from the setback line from one foot building height increase over a horizontal distance
of ten feet to one foot building height increase over a horizontal distance of five feet.
c. Roof top HVAC and related mechanical equipment will be screened from public view at grade.
d. The attached elevations associated with the building to be located on the Site are included to reflect the
architectural style and quality of the building that will be constructed, it being understood that the actual building
so constructed may vary from this illustration as long as the general architectural concept and intent shown is
maintained. The proposed building material will be Red Carolina Brick, matching the red of existing Campus brick.
Cast stone and precast light in color shall be used as building accents and details. Colors should be similar and/or
compatible with existing campus building’s stone details.
e. Most of Johnson C. Smith University’s buildings are two-to-three story structures not exceeding 100 feet
in height. The Petitioner intends to maintain the proposed building’s scale to be compatible with the existing
building heights.
f. Design of the first floor should be articulated in a way that is welcoming and relates to human scale. Facades
shall be transparent or translucent to a practical extent, and should offer visibility into the building where possible.
Entries shall be transparent and clearly articulated through use of well detailed canopies and elements allowing
them to relate to human scale.
g. Fences, walls, and barriers should be used only where required for security, screening, grade retention, or
delineation of private property boundaries. These should be well articulated and allow for visibility where not serving
as screening. Solid fences and walls not used for required screening should be avoided to the extent possible.
a. The Petitioner seeks the optional provision to allow modification to the Beatties Ford Road Streetscape
from the required 8’ planting strip and 8’ sidewalk to preserve the existing mature trees and existing perimeter
fence configuration.
b. To the extent possible, the Petitioner seeks to protect and preserve as many existing large mature trees
on site. In addition, new trees will be planted between the proposed surface lot and the Beatties Ford Road
setback to preserve the "Green Band" that currently exists along the campus perimeter.
c. A combination of parking area perimeter shrubs and the tree and shrub planting of the proposed bioretention
pond will serve to screen the proposed surface parking lot from public view.
d. Planting strips with street trees will be established along the portion of the Campus interior loop road that
falls within the Site.
e. Bike racks to satisfy long-term and short-term bike parking requirements will be provided at both the east
and west entrances of the proposed building.
f. The Petitioner seeks the optional provision to base the minimum required amount of short-term bicycle
parking spaces as outlined in section 12.202 of the Ordinance on only the amount of new vehicular parking
spaces provided, and the Petitioner seeks the optional provision to base the minimum required amount of
long-term bicycle parking spaces as outlined in section 12.202 on only the new principal building.
a. These Development Standards form a part of the Rezoning Plan associated with this R-22MF PED-O petition
to redevelop on approximately 3.11 acres of the Johnson C. Smith University located on the northeast corner of
the intersection of Beatties Ford Road and West 5th Street as more particularly shown on the rezoning plan (the
"Site"). Development of the Site will be governed by the attached plans and these Development Standards
(together with the plans referred to as the "Rezoning Plan") as well as the applicable provisions of the City of
Charlotte Zoning Ordinance (the "Ordinance). Unless the Rezoning Plan (including these Development Standards)
establish more stringent standards, the regulations established under the Ordinance for the R-22 Multi-Family
District with Pedestrian Overlay District (R-22MF PED) Zoning Classification and the adopted West End Land Use
Pedscape Plan (the "Pedscape Plan) shall govern development on the Site.
b. The layout of the development; the size, configuration, and placement of the building and parking area, the
exact alignment of the a road; and the depictions of such other site elements on the Rezoning Plan are
graphic representations of the proposed development which may be subject to change during the design/develop-
ment/construction phases. Consequently, except as otherwise expressly specified on the Rezoning Plan, these
elements may be subject to alterations or modifications, during the design/development/construction phases,
as long as the proposed improvements are in compliance with the accompanying Development Standards and
Section 6.207 of the Ordinance.
c. To the extent of any conflict between the matters contained in other areas of the Rezoning Plan and the
matters set forth in the Development Standards, the Development Standards shall govern.
a. The Site will be accessed via the existing interior Campus loop road with the primary Campus access point
off of Beatties Ford Road.
b. The interior loop road alignment will be slightly modified to accommodate the new building footprint.
c. A new surface parking lot is proposed to be located between the Beatties Ford Road setback and the
proposed building, located on the west side of the re-aligned interior loop road.
d. The Petitioner seeks the optional provision to allow surface parking and vehicular maneuvering between
the setback along Beatties Ford Road and the proposed building.
DEVELOPMENT DATA
SITE ACREAGE 3.11 AC
TAX PARCEL(S) PORTION OF 078-201-06
EXISTING ZONING R-22MF, PED
PROPOSED ZONING R-22MF, PED-0
EXISTING USE INSTITUTIONAL
PROPOSED USE INSTITUTIONAL
BUILDING AREA 68,885 SF
FLOOR AREA RATIO 0.508
MAXIMUM BLDG. HEGHT 65 FT (AS MEASURED
FROM THE AVERAGE
FINAL GRADE)
PROPOSED PARKING 1 SPACE/2 STUDENTS
MIN. (CAMPUSWIDE)
OPEN SPACE AMOUNT PER PED PLAN
1 SF/100 SF GFA OR
1 SF/200 SF LOT AREA
WHICHEVER IS GREATER
a. The Petitioner seeks the optional provision to allow surface parking and vehicular maneuvering between
the setback along Beatties Ford Road and the proposed building.
b. The Petitioner seeks the optional provision to allow modification to the Beatties Ford Road Streetscape
from the required 8’ planting strip and 8’ sidewalk to maintain the existing streetscape in order to preserve
the existing mature trees and existing perimeter fence configuration.
c. The Petitioner seeks the optional provision to deviate from the minimum parking requirement of 1 space/
600 sf as outlined in the PED Overlay District and to revert to the requirement of providing 1 space/2 students
as outlined in Table 12.202 of the Ordinance. Parking minimums shall then be calculated based upon the campus-
wide student population and all available parking on Campus shall be counted toward meeting that minimum
requirement.
d. The Petitioner seeks the optional provision to base the minimum required amount of short-term bicycle
parking spaces as outlined in Table 12.202 of the Ordinance on only the amount of new vehicular parking
spaces provided, and the Petitioner seeks the optional provision to base the minimum required amount of
long-term bicycle parking spaces as outlined in Table 12.202 on only the new principal building.
e. The Petitioner seeks the optional provision to increase the rate at which the building height can increase
relative to its distance from the setback line from one foot building height increase over a horizontal distance
of ten feet to one foot building height increase over a horizontal distance of five feet.
Gantt Huberman Architects, PLLC
500 North Tryon Street
Charlotte, NC 28202
704.334.6436 Tel
704.342.9639 Fax
www.gantthuberman.com
Drawn
Checked
Date
Revisions
Project Number
Title
Sheet
Plate of
P:\2
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4:5
6
NC Certificate of Licensure C-1863
Jeffrey I. Smith, P.E.
Steven H. Doe, P.E.
Structural Engineer:
Stewart Engineering, Inc.
200 S. College Street, Ste. 720
Charlotte, NC 28202
704.909.3514 Tel
Plumbing, Mechanical, Electrical Engineers:
McCracken & Lopez, PA
1300 Baxter Street, Suite 350
Charlotte, NC 28204
704.376.7072 Tel
Civil Engineer:
Bulla Smith Design Engineering, P.A.
1347 Harding Place, Suite 201
Charlotte, NC 28204
704.333.3122 Tel
200 South Tryon Street, Suite 1400
704.376.1555 Tel
Charlotte, NC 28202
Cole Jenest & StoneLandscape Architect:
7900-D Stevens Mill Road, Suite 260
704.622.6264 Tel
Matthews, NC 28104
VuePoint ConsultingInformation Technology:
470 Atlantic Avenue, 7th Floor
617.305.9875 Tel
Boston, MA 02210
EYP Architecture & Engineering
Laboratory Consultant:
P.O. Box 726
704.467.3903 Tel
Concord, NC 28026
F.C. Schafer Consulting, LLC
Acoustics Consultant:
Copyright 2012. All rights reserved. Printed or
electronic drawings and documentation may not be
reproduced in any form without written permission
from Gantt Huberman Architects, PLLC.
Charlotte, NC
New Science Center
Johnson C. Smith
University
696
REZONING PETITION
2012-077
FOR PUBLIC HEARING
June 25, 2012
1 August 10, 2012
RZ-03
Existing
Conditions
1
1
17.01.7
15.1
15.1
110.2
10.5
5.8
26.3
5.810.5
110.2
2 S
TO
RY
BR
ICK
WIT
H B
ASE
ME
NT
(S
MIT
H M
EM
OR
IAL
CH
UR
CH
)
1.7
COVERED
8" W
AL
L
HV
AC
CO
NC
RE
TE
WA
LK
CL
FGATE
6" WALL
6" W
AL
L
HVAC
8" W
AL
L
CLF
GATE
CONCRETE
PB
X
PM
CLF
35.0
38.3
38
.1
9.8
4.6
7.8
5.6
99
.1
86.6
29.5 2.0
12.3
5.4
6.7
3.7
13.7
50.3
12.0
14.93 STORY BRICK(T
EC
HN
OL
OG
Y C
EN
TE
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8.8
CO
V.
CO
V.
CO
V.
S
T
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CO
NC
RE
TE
HV
AC
S
CONC.
1
2
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C
O
N
C
.
W
A
L
L
32.3
1.0 5.51.0
1.0 5.51.0
32.3
12.1 1.014.4
1.01
9
.
2
22.3
2.2 3.12.2
64.5
4
5
.
7
13.3
12.0
12.0C
O
V
.
W
A
L
K
W
A
Y
12" CONC. WALL3 S
TO
RY
BR
IC
K (DAVIS BLDG.)CO
VE
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AL
L
10
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AL
L
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N
C
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T
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CO
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WA
LK
WA
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24" VALLEY CURB
30" C&
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30" C&
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0.5
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UR
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30" C&G
F
O
U
N
D
A
T
I
O
N
W
A
L
L
1
7
4
.
7
T
O
T
A
L
GROUND LEVEL
G
R
O
U
N
D
L
E
V
E
L
0.5
’ C
UR
B
30" C&G
0.5’ CURB
9"
CU
RB
30" C&G
0.5’ CURB
18" C&G
0.5’ CURB
8" WALL
0.5
’ C
UR
B
0.5
’ C
UR
B
18"
C&
G
8" WALL
4"
HL
Y
12"
BP
#874
15" OAK
CB
#2
5
CB#24CB#23CB#22L
PL
P12"
BP
#873
4"
DW
#872
4"
DW
#871
FA
N
BO
X
CB
#1 CB
#28
CO
NC. W
ALK
CO
NC. W
ALK
CO
NC
. W
AL
K
CONC. WALK
C
O
V
E
R
E
D
O
V
E
R
H
A
N
G
OVERHANG
2
7
.
0
26.9
2
4
.
5
1.5 2.5
56.5
TO
TA
L
56.4 TOTAL
9.0
TO
TA
L
13.5
TOTAL
15.6
TO
TA
L
81.0 TOTAL
2
S
T
O
R
Y
B
R
I
C
K
&
S
T
U
C
C
O
(
D
U
K
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M
E
M
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R
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A
L
L
I
B
R
A
R
Y
)
RA
MP
CONCRETE
CO
NC
RE
TE
CONCRETE
CONCRETE
H
A
N
D
R
A
I
L
H
A
N
D
R
A
I
L
18"
WA
LL
BRICK PAVERS
ARCH
6" W
ALL
BRICK P
AVERS
BRICK P
AVERS
CO
NC
.
15" WALL
24"
VA
LL
EY
CU
RB
6" WALL
COV.6" WOOD WALL
BRICK P
AVERS
BR
ICK
PA
VE
RS
CO
NC
RETE
CONCRETE
CO
NC
RE
TE
CONCRETE
CB#4
CB
#1
3
CB#43
EM
ER
GE
NC
Y
CA
LL
BO
X
CB#44
CB
CB#40
CB#41
CB#38
CB#39
CB
CB
CB
#36
CB#3
7
CB
#26
CB#27
CB
#20
CB#21
CB
#8
CB
#6
CB
#7
CB
#10
CB
#12
CB
#3
CB
#2
SD
MH
#9
12" RCP
18" RCP
12" RCP
SD
MH
#5
WM
H
24" RCP
24"
RC
P
24"
RC
P
24" RCP
24"
RC
P24" RCP
18"
RC
P18"
RC
P18"
RC
P
(A)
(B)
(A)
(B)
INV.= 738.8
9
4" C
PP
12"
RC
P
12" RCP
12"
RC
P
(
A
)
(B)
12" RCP12" RCP
12"
PV
C(B
)
(A)
DR
AIN
#30
12"
PV
C
CB
#34
15"
RC
P
15" RCP
15" RCP
15" R
CP
(A)
(B)
SDMH
18"
RC
P
15" RCP
15" RCP
15"
RC
P
15" RCP
15" RCP
8" PVC STAND PIPE#42
8" P
VC
8" P
VC
(A)
15"
RC
P
15" RCP
15" RCP
15"
RC
P
8" PVCEU INV.= 759.88
BENCH
BE
NC
H
BENCH
BFP
12"
BP
#841
12"
BP
#840
12"
BP
#835
12"
BP
#833
10"
BI
#72
10"
BI
#73
12"
BP
#52
12"
BP
#57
12"
BP
#54
12"
BP
#811
12"
BP
#810
12"
BP
#812
12"
BP
#827
12"
BP
12"
BP
#831
12"
BP
#832
12"
BP
#822
12"
BP
#819
12"
BP
#820
10"
BI
#829
10"
BI
#824
12"
BP
#880
12"
BP
#879
12"
BP
#878
12"
BP
#876
12"
BP
#882
12"
BP
#883
12"
BP
#803
8"
BP
#43
8"
BP
#48
6"
BP
#41
10"
BP
#808
10"
BP
#807
8"
BP
#806
8"
BP
#809
10"
BP
#877
10"
BP
#884
8" B
P
#886
14"
BP
#885
14"
BP
#821
15"
BP
#816
6"
CH
24"
CH
#802
12"
CH
#801
CA
BL
E
BO
X
18"
CH
#887
CO C
O
CO
CO
COCO
CO
5"
CM
5"
CM
#826
5"
DW
#814
5"
DW
#869
5"
DW
#881
5"
DW
#888
4"
HB
6"
HB
#843
2"
CM
#842
3"
CM
3" C
M#8
44
3"
CM
3"
CM
#70
2"
CM
3"
CM
3"
CM
3"
CM
3"
CM
6"
CM
#800
8"
CM
8"
CM
12"
CM
#834
4"
CM
#845
4"
CM
8"
DW
#815
4"
DW
#870
GL
GL
GL
GL
GL
G
L
12"
EL
M
#64
GL
GL
GL
GL
GL
3"
CM
GE
NE
RA
TO
R
CABLEBOX
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LPLP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
PB
X
LPLP
LP
LP
LP
L
P
LP
L
P
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
PP
PP
PP
PP
PP
GM
GM
GMGWGW (3)
23 P
AR
KIN
G S
PA
CE
S
6 P
AR
KIN
G S
PA
CE
S
9 PARKING SPACES
3
P
A
R
K
I
N
G
S
P
A
C
E
S
1
0
P
A
R
K
I
N
G
S
P
A
C
E
S
3 PARKING SPACES
2 PARKING
SPACES
ICV
ICV
3"
HL
Y
#795
8"
HL
Y
6"
HL
Y
6"
HL
Y
6"
HL
Y
6"
HL
Y
24"
HIC
#838
7"
HL
Y
#823
HV
AC
6"
JUN
#50
8"
JUN
#51
10"
MA
#825
10"
MA
#830
10" MA
10" MA
10" MA
4"
MA
G
#828
4"
MA
G
#839
8"
MA
#60
8"
MA
#59
8"
MA
#61
8"
MA
#62
6"
MA
#58
6"
MA
#29
6"
MA
#21
4" MAG
8"
MA
#71
6"
MA
#76
12"
MA
#97
12"
MA
15"
MA
#97
12"
MA
#84
30"
MA
G
#18
1"
MA
#793
8"
MA
G
#867
4"
MA
#44
ME
TA
L F
EN
CE
ME
TA
L F
EN
CE
METAL FENCE
METAL FENCE
55"
OA
K
#47
36"
OA
K
#49
36"
OA
K
36"
OA
K
36"
OA
K
#792
36"
OA
K
#805
36"
OA
K
#24
36"
OA
K
#797
30"
OA
K
#36
30"
OA
K
36"
OA
K
#74
12"
OA
K
#19
12"
OA
K
1"
OA
K
#65
1"
OA
K
#66
1"
OA
K
#69
6"
OA
K6"
OA
K
4"
OA
K
#20
6"
OA
K
#25
6"
OA
K
#27
8"
OA
K
#26
18"
OA
K
#31
18"
OA
K
18"
OA
K
18" OAK
14" OAK
48"
OA
K
#67
22"
OA
K
#68
15"
OA
K
15"
OA
K
15" OAK
15" OAK
15" O
AK
13"
OA
K
44"
OA
K
21"
OA
K
7"
OA
K
8"
OA
K
#78
1"
TR
#53
1"
TR
#56
1"
TR
#55
1"
TR
#46
1"
TR
#40
1"
TR
1"
TR
#42
1"
TR
#39
1"
TR
1"
TR
#30
1"
TR
PB
X
4"
PV
C
4"
PV
C
1"
TR
#837
PM
15"
PI
12" P
I (3
)
6"
PI
#75
24"
PI
#804
8"
PO
#799
20"
PI
#818
SP
SIG
N
SP
EE
D B
UM
P
SPEED B
UM
P
SPEED BUMP
SP
SIG
NS
P S
IGN
SP
SIG
N
SP
SIG
N
SP SIGN
SIG
NA
LPO
LE
SP SIGN ST SIGN
STREET
SIGN
SL (35) SIGN
AAS SIGN
BST SIGN
BST SIGN
SL (15) SIGN
X W
AL
KSI
GN
RT
SIG
N
HC
SIG
NSIGN
6"
TR
#32
6"
TR
#37
2"
TR
#33
1"
TR
#34
8"
TR
#28
TM
H
10"
SY
#868
UT
ILIT
Y
BO
X
UT
ILIT
Y
BO
X
TSB
TSB
TSB
TSB
TSB
TRAFFIC LIGHT POLE
BR
ICK
PA
VE
RS
TR
AF
FIC
LIG
HT
PO
LE
MAIL BO
X
UTILIT
Y BOXES
WM
WBX3"
WC
#836
4" W
ILL
OW
#23
WM
WM
WM
WMWV
WV
SS
MH
SS
MH
SS
MH
8"
CL
AY
LIN
E
SS
MH
#1
4" METAL
8"
CL
AY
UM
H
UM
H
WMH
SS
MH
SS
MH
SS
MH
SS
MH
SS
MH
8" CLAY
8" CLAY
8" CLAY
12"
CL
AY
12"
CL
AY
12" CLAY
CONCRETE
CO
NC
.C
ON
C. W
AL
K
APPROX. JUN
CT
ION
10’
PE
RM
AN
EN
T
DR
AIN
AG
E E
AS
EM
EN
TD
B 7
233-80
10’ PERMANENT
DRAINAGE EASEMENT
DB 7233-80
APPROXIMATEEXISTING R/W
APPROXIMATE EXISTING R/WEM
ER
GE
NC
Y
CA
LL
BO
X
CONCRETE
CO
NC
.
FL
UM
E
OV
ER
HE
AD
CO
NC
RE
TE
WA
LK
5"
ME
TA
L
EU
INV
=755.0
1
INV
=
759.0
0
8"
PV
CE
U
10"
JUN
#788
5"
JUN
4" C
HIL
LE
R L
INE
(AP
PR
OX
.)
36"
CO
LU
MN
36"
CO
LU
MN
36"
CO
LU
MN
FV
FIR
E
CO
NT
RO
L
3"
DW
#13
5"
CM
GL
GL
GL
GL
GL
LP
LPLP
LP
LP
PP
AB
AN
DO
NE
D WATER BO
X
LP
LP
LP
LP
30"
MA
G
#17
18"
MA
G
#11
15"
MA
G
#12
30"
MA
G
#789
10"
MA
G
#790
10" MA
10" MA
48" OAK
30"
PI
WV
0.6
5.9
4.2
4.2
PLANTED AREA
RIM
=743.2
0
INV
OU
T=
738.7
7
RIM
=743.9
5
INV
IN
=737.7
8
INV
OU
T=
737.6
8
N 8
6°5
3’30" W
CH
OR
D: N
52°37’40" W 126.23’
R=746.2
6’ L
=121.3
1’
N 3
2°57’2
2" E 2.25’R
=65.50’ L=63.05’
CHORD: N 24°27’04" W 60.64’
CHORD: N 10°50’34" E 242.35’ R=883.23’ L=243.12’
N 18°44’18" E
N 15°16’21" E56.62’
L1
L2
L3
C1
L
4
L5
L6
L7
L8
L9
L 10
L 1
1
L 12
L 1
3
L 1
4
C2
L 15
L 16 B-1
R-5
B-1
B-1
NS
0-2
R-22MF
BEATTIES FORD ROAD
(variable public R/W)
WE
ST
5th
ST
RE
ET
(public R
/W)
MA
RT
IN S
TR
EE
T
(40’
publi
c R
/W)
WEST TRADE STREET
(public R/W)
RO
ZE
LL
ES F
ER
RY
RD
(public R
/W)
LINE BEARING DISTANCE
L1 N85^46’7"W 212’-9"
L2 N4^13’53"E 22’-11"
L3 N85^36’18"W 27’-7"
L4 N4^46’51"E 25’-1"
L5 N85^46’7"W 126’-0"
L6 N4^13’53"E 173’-11"
L7 S85^46’7"E 32’-4"
L8 N4^13’53"E 62’-5"
L9 S85^46’7"E 30’-3"
L10 N37^58’54"E 60’-9"
L11 N51^18’28"W 119’-7"
L12 N38^41’32"E 114’-4"
L13 S51^18’28"E 65’-8"
L14 S85^46’7"E 146’-9"
L15 S15^16’21"W 56’-7"
L16 S18^44’18"W 87’-2"
BOUNDARY LINE TABLE
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING
C1 33’-5" 47’-1" 43’-3" N46^53’18"W
C2 883’-3" 214’-0" 213’-5" S11^47’16"W
BOUNDARY CURVE TABLE
SITE INFORMATION
SITE ADDRESS 100 BEATTIES FORD RD
CHARLOTTE, NC 28216
PROPERTY OWNER(S) JOHNSON C. SMITH
UNIVERSITY
TAX PARCEL(S) PORTION OF 078-201-06
EXISTING ZONING R-22MF, PED
EXISTING USE INSTITUTIONAL
TOTAL PROJECT SITE (AC) 3.11
AREA PLAN(S) WEST END LAND USE
AND PEDSCAPE PLAN
(ADOPTED 11/14/2005)
SURVEY PROVIDED BY JAMES MAUNEY&ASSOC.
6405 WILKINSON BLVD.
SUITE 11
BELMONT, NC 28012
704-987-3862
6 " P V C6 " P V C
4"
PV
C
6"
PV
C
6 " P V C8 " P V C
Gantt Huberman Architects, PLLC
500 North Tryon Street
Charlotte, NC 28202
704.334.6436 Tel
704.342.9639 Fax
www.gantthuberman.com
Drawn
Checked
Date
Revisions
Project Number
Title
Sheet
Plate of
N
GRAPHIC SCALE
0
1" = 30’
30 30 60 90
P:\2
01
2\2
01
2.0
3 J
CS
U S
cien
ce B
uild
in
g\C
AD
D F
iles\jcsR
Z300.d
gn
09-A
UG
-2012 1
4:5
7
NC Certificate of Licensure C-1863
Jeffrey I. Smith, P.E.
Steven H. Doe, P.E.
Structural Engineer:
Stewart Engineering, Inc.
200 S. College Street, Ste. 720
Charlotte, NC 28202
704.909.3514 Tel
Plumbing, Mechanical, Electrical Engineers:
McCracken & Lopez, PA
1300 Baxter Street, Suite 350
Charlotte, NC 28204
704.376.7072 Tel
Civil Engineer:
Bulla Smith Design Engineering, P.A.
1347 Harding Place, Suite 201
Charlotte, NC 28204
704.333.3122 Tel
200 South Tryon Street, Suite 1400
704.376.1555 Tel
Charlotte, NC 28202
Cole Jenest & StoneLandscape Architect:
7900-D Stevens Mill Road, Suite 260
704.622.6264 Tel
Matthews, NC 28104
VuePoint ConsultingInformation Technology:
470 Atlantic Avenue, 7th Floor
617.305.9875 Tel
Boston, MA 02210
EYP Architecture & Engineering
Laboratory Consultant:
P.O. Box 726
704.467.3903 Tel
Concord, NC 28026
F.C. Schafer Consulting, LLC
Acoustics Consultant:
Copyright 2012. All rights reserved. Printed or
electronic drawings and documentation may not be
reproduced in any form without written permission
from Gantt Huberman Architects, PLLC.
Charlotte, NC
New Science Center
Johnson C. Smith
University
696
REF: NC GRID
(NAD 83)
VICINITY MAP-ntsN
BRO
OK
SH
IRE F
RW
YFRENCH ST
BE
AT
TIE
S F
OR
D R
D
MARTIN ST
N S
UM
MIT
AV
E
WEST 5
th S
T
INTERSTA
TE 7
7
W T
RA
DE
ST
SITE
JCSU
CAMPUS
REZONING PETITION
2012-077
FOR PUBLIC HEARING
June 25, 2012
1 August 10, 2012
LEVEL 10' - 0"
LEVEL 216' - 0"
LEVEL 332' - 0"
PENTHOUSE48' - 0"
ROOF64' - 0"
LEVEL 10' - 0"
LEVEL 216' - 0"
LEVEL 332' - 0"
PENTHOUSE48' - 0"
ROOF64' - 0"
LEVEL 10' - 0"
LEVEL 216' - 0"
LEVEL 332' - 0"
PENTHOUSE48' - 0"
LEVEL 10' - 0"
LEVEL 216' - 0"
LEVEL 332' - 0"
PENTHOUSE48' - 0"
ROOF64' - 0"
Gantt Huberman Architects, PLLC
500 North Tryon StreetCharlotte, NC 28202704.334.6436 Tel704.342.9639 Faxwww.gantthuberman.com
Drawn
Checked
Date
Revisions
June 25, 2012
Copyright 2012. All rights reserved. Printed orelectronic drawings and documentation may not bereproduced in any form without written permissionfrom Gantt Huberman Architects, PLLC.
Charlotte, NC
Project Number 696
Title
Sheet
Plate of
200 S. College Street, Ste. 720
704.909.3514 TelCharlotte, NC 28202
Stewart Engineering, Inc.Structural Engineer
New Science CenterJohnson C. SmithUniversity
1300 Baxter Street, Suite 350
704.376.7072 TelCharlotte, NC 28204
McCracken & Lopez, PAPlumbing, Mechanical, Electrical Engineers
1347 Harding Place, Suite 201
704.333.3122 TelCharlotte, NC 28204
Bulla Smith Design Engineering, P.A.Civil Engineer
200 South Tryon Street, Suite 1400
704.376.1555 TelCharlotte, NC 28202
Cole Jenest & StoneLandscape Architect
7900-D Stevens Mill Road, Suite 260
704.622.6264 TelMatthews, NC 28104
VuePoint ConsultingInformation Technology
470 Atlantic Avenue, 7th Floor
617.305.9875 TelBoston, MA 02210
EYP Architecture & EngineeringLaboratory Consultant
P.O. Box 726
704.467.3903 TelConcord, NC 28026
F.C. Schafer Consulting, LLCAcoustics Consultant
8/2
4/2
01
2 1
0:1
8:5
2 A
MC
:\U
se
rs\c
morr
iso
n\D
eskto
p\6
96 N
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Scie
nceC
en
ter
080
61
2 m
orr
iso
n.r
vt
CM
SP
Building Elevations
RZ-04
REZONING PETITION2012-077
FOR PUBLIC HEARING
1/16" = 1'-0"RZ-04
1 EAST ELEVATION
1/16" = 1'-0"RZ-04
2 WEST ELEVATION
1/16" = 1'-0"RZ-04
3 SOUTH ELEVATION 1/16" = 1'-0"RZ-04
4 NORTH ELEVATION
1 August 23, 2012 City Planning Comments
SMITHMEMORIALCHURCH
(EXISTING)NEW SCIENCE BUILDING
MARTINSTREET
DUKE MEMORIAL LIBRARY (EXISTING)
RESIDENTIALAREA
54
' - 4
"
50
' - 0
".
40' - 2" 96' - 0" 90' - 0" 14' - 0"
14' SETBACK LINE
NOTES:
1. THE UNIVERSITY CHURCHSCREENS THE NEW SCIENCEBUILDING FROM RESIDENCESALONG MARTIN STREET
2. ORDINANCE ALLOWSINCREASE OF ONE FOOT TOTEN FEET HORIZONTAL FROMSET BACK LINE ABOVE 40'-0"HIGH ALLOWABLE BUILDING.WE WILL BE 10'-0" HIGHERTHAN ALLOWED AT PENTHOUSE.
64
' - 4
"
40
' - 0
"
VISION LINE
1:10 RATIO LINE
SMITHMEMORIALCHURCH
(EXISTING)NEW SCIENCE BUILDING
MARTINSTREET
DUKE MEMORIAL LIBRARY (EXISTING)
RESIDENTIALAREA
54
' - 4
"
50
' - 0
".40' - 2" 96' - 0" 90' - 0" 14' - 0"
14' SETBACK LINE
64
' - 4
"
40
' - 0
"
VISION LINE
1:5 RATIO LINE
Gantt Huberman Architects, PLLC
500 North Tryon StreetCharlotte, NC 28202704.334.6436 Tel704.342.9639 Faxwww.gantthuberman.com
Drawn
Checked
Date
Revisions
June 25, 2012
Copyright 2012. All rights reserved. Printed orelectronic drawings and documentation may not bereproduced in any form without written permissionfrom Gantt Huberman Architects, PLLC.
Charlotte, NC
Project Number 696
Title
Sheet
Plate of
200 S. College Street, Ste. 720
704.909.3514 TelCharlotte, NC 28202
Stewart Engineering, Inc.Structural Engineer
New Science CenterJohnson C. SmithUniversity
1300 Baxter Street, Suite 350
704.376.7072 TelCharlotte, NC 28204
McCracken & Lopez, PAPlumbing, Mechanical, Electrical Engineers
1347 Harding Place, Suite 201
704.333.3122 TelCharlotte, NC 28204
Bulla Smith Design Engineering, P.A.Civil Engineer
200 South Tryon Street, Suite 1400
704.376.1555 TelCharlotte, NC 28202
Cole Jenest & StoneLandscape Architect
7900-D Stevens Mill Road, Suite 260
704.622.6264 TelMatthews, NC 28104
VuePoint ConsultingInformation Technology
470 Atlantic Avenue, 7th Floor
617.305.9875 TelBoston, MA 02210
EYP Architecture & EngineeringLaboratory Consultant
P.O. Box 726
704.467.3903 TelConcord, NC 28026
F.C. Schafer Consulting, LLCAcoustics Consultant
8/2
4/2
01
2 1
0:1
9:3
6 A
MC
:\U
se
rs\c
morr
iso
n\D
eskto
p\6
96 N
ew
Scie
nceC
en
ter
080
61
2 m
orr
iso
n.r
vt
CM
SP
Perspective Views
RZ-05
RZ-05
1 VIEW FROM BEATTIES FORD ROAD
1/32" = 1'-0"RZ-05
3 SECTION CUT THROUGH CAMPUS & MARTIN STREET AT 1:10 RATIO
REZONING PETITION2012-077
FOR PUBLIC HEARING
RZ-05
2 VIEW FROM CAMPUS QUAD
1/32" = 1'-0"RZ-05
4 SECTION CUT THROUGH CAMPUS & MARTIN STREET AT 1:5 RATIO
1 August 23, 2012 City Planning Comments