TRC Plan Set Submittal 2022TEL
COVERED WALK
COVERED
4" PVC PIPE
INV. = 23.53'
4" PVC PIPE
INV. = 24.05'
2" PVC PIPE
INV. = 24.18'
2" PVC PIPE
INV. = 24.83'
4" PVC PIPE
INV. = 23.92'
INV. = 22.70'
TOP = 25.06'
TOP = 25.08'INV. = 21.63'
TOP = 22.46'INV. = 19.20'
4" PVC PIPE
INV. = 23.84'
4" PVC PIPE
4 " P V C
S S
4 " P V C
6" PVC
SS
4
"
P
V
C
STA. 3+97.81
RIM = 19.89'
STA. 7+80.12
RIM = 22.69'
INV. = 16.70
STA. 11+02.53
RIM = 24.11
INV. = 20.22
STA. 8+68.70
RIM = 24.15'INV. THROUGH = 18.08'INV. IN (S) = 19.19'
SMH NO. 5
SMH NO. 3
SMH NO. 2
4 " P V C
6 " P V C
S S
SS
6" PVC
6" PVC
c/o
c/o6" PVC
SS
C/O
WV
6" PVC WATER MAIN
6" PVC WATER MAIN
PP
6" PVC WATER MAIN
WV
WV
WV
6" PVC WATER MAIN
PP
PP
6" PVC WATER MAIN
c/o
c/oc/o c/o
WV
WV
c/o
c/o
c/o
6" PVC
SS
6" PVC
6" P V C
SMH NO. 4
INV. = 10.82'
W D
1084 SF
PLAY ROOM
130
966 SF
CLASSROOM
112
TOY STOR.
134
RECEP./
SEC.
102
970 SF
CLASSROOM
113
969 SF
CLASSROOM
115
923 SF
CLASSROOM
118
924 SF
CLASSROOM
120
1368 SF
CORR.
143MECH./
ELEC.
116
SPRINKLER
117
TLT.
119
911 SF
CLASSROOM
121
TLT.
114
CLASSROOM
128
CLASSROOM
126
KITCHEN
125
TLT.
122
LAUND.
123
STAFF TLT
124
CLASSROOM
110
TLT.
111
CLASSROOM
109
CLASSROOM
107CORR.
142
CLASSROOM
105
TLT.
108
DIR. OFF.
103
TLT.
106
SICK
104
MEN
129 CORR.
140
CORR.
141
6" PVC WATER MAIN
3,392 SF
579 SF
661 SF
889 SF
666 SF
889 SF
666 SF
210' PRO 24" CPP
5
0
'
P
R
O
2
4
"
C
P
P
295' PRO 24" CPP
(REROUTED)
JB
JB
75' PRO 24" RCP
WV
WV
WV
WV
516 SF
544 SF
285 SF 420 SF 420 SF
408 SF
813 SF
900 SF
733 SF263 SF
321 SF 271 SF
271 SF
308 SF
SIGHT TRIANGLE
10' X 70' (NCDOT)
Robertson
Fine Arts
Building
Bus
Garage
MAIN POND
WSE: 17.50
BTM: 11.0
RISER
MAIN POND
WSE: 17.50
BTM: 11.0
FOREBAY
WSE: 17.50
BTM: 14.0
464 SF
1004 SF
320 SF
338 SF
2,223 SF
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
P.O.Box 1172
Wilmington, NC 28402
Phone: 910-254-9333
Fax: 910-254-0502
NCBELS Firm License No: P-0369
www.cldeng.com
79.16
ISSUED FOR AGENCY
REVIEW ONLY
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION167 PARKING SPACES
128 PARKING SPACES
17 PARKING SPACES
SITE DATA
PROPERTY OWNER: GRACE BAPTIST CHURCH TRUSTEES
1401 NORTH COLLEGE ROAD
WILMINGTON, NC 28405
NHC PIN#: R04200-002-016-000
SITE ADDRESS: 1401 NORTH COLLEGE ROAD
PARCEL SIZE: 42.44 ACRES
ZONING: R-15
LAND USE: CHURCH AND SCHOOL
FLOOD DATA: FLOOD ZONE 'X' FEMA FLOOD MAP
BUILDING DATA
TOTAL NUMBER OF BUILDINGS: 6 BUILDINGS
BUILDING AREA: 86,983 SF
PARKING DATA - MULTI USE CAMPUS
TOTAL EXISTING SPACES: 403 SPACES
SEE DEMOLITION PLAN FOR IMPERVIOUS REDUCTIONS
BUILDING EXPANSION DATA
EXISTING BUILDING SQ. FT. = 86,983 SF
PROPOSED EXPANSION = 25,195 SF
EXPANSION PERCENTAGE = 29.0%
TOTAL BUILDING SQ. FT. = 112,178 SF
STREET YARD CALCULATIONS
STREET YARD LENGTH = 775 LF - 91 LF (DRIVEWAYS) = 681 LF
EXPANSION LANDSCAPE REQUIREMENTS
STREET YARD
FULL WIDTH WITH FACTOR X12
18' MAX AND 8' MIN.
INTERIOR PARKING AREA = 6%
REQUIRED TREES PER PROJECT ACRE = 15
FOUNDATION PLANTING 12% - BLDG SIDE
REQUIRED STREET YARD AREA = 681 LF X 12 = 8,172 SF
STREET YARD -A
STREET YARD -B
STREET YARD -CSTREET YARD -D
STREET YARD -A = 2,866 SF (18' WIDE)
STREET YARD -B = 3,893 SF (18' WIDE)
STREET YARD -C = 3,955 SF (13' WIDE)
STREET YARD -D = 347 SF (13' WIDE)
TOTAL STREET YARD = 11,061 SF
STREET YARD 775 LF
FOUNDATION PLANTING AREAS
PARKING LOT AREA = 133,919 SF
REQUIRED INTERIOR @ 6% = 8,035 SF
PROPOSED INTERIOR ISLANDS = 18,243 SF
EAST SIDE
WEST SIDE
SOUTH SIDE
22 PARKING SPACES
53 PARKING SPACES
43 PARKING SPACES
2 3 P A R K I N G S P A C E S
TOTAL PROPOSED SPACES: 430 SPACES
REQUIRED ADA SPACES: 9 SPACES
PROPOSED ADA SPACES: 10 SPACES
BUILDING HEIGHT = 12 FT
REQUIREMENT: LT X HT X12%
EAST SIDE
74'X12'X0.12 = 106 SF
PROVIDED = 388 SF
WEST SIDE
61'X12'X0.12 = 87 SF
PROVIDED = 335 SF
SOUTH SIDE
180'X12'X0.12 = 259 SF
PROVIDED = 1,200 SF
PARKING INTERIOR AREA CALCULATIONS
20' UTILITY EASEMENT
20' UTILITY EASEMENT
SETBACKS:
FRONT: 25'
SIDE: 10'
REAR: 20'
MAX. BUILDING HEIGHT: 35'
EXISTING TREESWITHIN R/W
EXISTING WATER MAIN
GRACE BAPTIST CHURCH TRUSTEES
1401 NORTH COLLEGE ROAD
WILMINGTON, NC 28405
WILMINGTON CHRISTIAN ACADEMY
THOMAS CONSTRUCTION GROUP
1111 MILITARY CUTOFF RD. #191
WILMINGTON, NC 28405
ADW ARCHITECTS
101 W. WORTHINGTON AVE #270
CHARLOTTE, NC 28203
OWNER:
ARCHITECT:
CONTRACTOR:
FOUNDATION
PLANTING
AREA
NEW
WM
NEW
WATER
SERVICE
NEW
FIRE
LINE
RELOCATED
WATER LINE
(CFPUA)
COURTYARD
NOTES;
1. EXISTING CONDITIONS AND TREE SURVEY
OBTAINED FROM 'AS-BUILT' SURVEY BY
HAGGETT ENGINEERING ASSOCIATES, INC.
CAMA LAND USE: TRANSITION AND CONSERVATION AREA
NO
N
A
I
N
TXA
HTOR L
ROCA
N
BKAR
F
J
.
390
R
REQUIRED PARKING:
CHURCH: 900 SEAT CAPACITY SANCTUARY
REQUIRED @ 1 SPACE/4 SEATS = 225 SPACES MIN
HIGH SCHOOL: 175 STUDENT ENROLLMENT
REQUIRED @ 1 SPACE/10 STUDENTS = 18 SPACES
40 CLASSROOMS + 4 ADM. OFFICES
+ 1 SPACE/CLASSROOM = 40 SPACES
+ 1 SPACE/ADM OFFICE = 4 SPACES
ELEMENTARY/JR. HIGH: EX. 40 CLASSROOMS + 4 ADM OFFICESDT
ADDITIONAL PROPOSED: 12 CLASSROOMS + 1 ADM OFFICE
TOTAL: 52 CLASSROOMS + 5 ADM OFFICS
REQUIRED: 1 SPACE/CLASSROOM & ADM OFFICE
+ 10 ADDITIONAL SPACES
TOTAL: 52 + 5 + 10 = 67 SPACES MIN.
REQUIRED SITE PARKING = CHURCH (225 SPACES)
3720314900J403-06
PROPOSED 5' SIDEWALKHC
RAMP
HC
RAMP
HC
RAMP
HC
RAMP
HC
RAMP
HC
RAMP
HC
RAMP
HC
RAMP
HC
RAMP
PROPOSED 5' SIDEWALK
4/06/16
PP
PP
B-1
EG: 20.0
SHWT: -24"
75' PRO 30"
RCP @ 0.75%
DROP GRATE 14
RIM: 24.80
INVO: 21.36 (N)
CURB INLET 15
RIM: 25.8
INVI: 20.81 (S)
INVO: 20.56 (N)
CURB INLET 16
RIM: 25.90
INVI: 21.18 (S)
INVO: 21.18 (N)
DROP GRATE 17
RIM: 25.9
INVI: 21.76 (S)
INVO: 21.76 (N)
DROP GRATE 18
RIM: 25.9
INVO: 22.55 (W)
DROP GRATE 20
RIM: 25.8
INVI: 21.73 (S)
INVO: 21.48 (N)
91 LF OF 15" CPP @ 0.64%
57 LF OF 15"
CPP @ 0.65%
JUNCTION BOX 1
RIM: 21.0
INVI: 14.88 (SE)
INVO: 14.88 (N)
210' LF 24" CPP @ 1.25%
DROP GRATE 1
RIM: 23.80
INVI: 19.52 (S)
INVI: 17.32 (E)
INVO: 17.32 (W)
INTERCEPT DROP
GRATE BOX 2
RIM: 23.80
INVI: 20.48 (NE)
INVI: 17.63 (E)
INVO: 17.63 (W)
BYPASS: 18.59 (SE/NW)
DROP GRATE 13
RIM: 24.80
INVO: 21.51 (NE)
DROP GRATE 11
RIM: 23.80
INVI: 20.47 (S)
INVI: 20.07 (W)
INVO: 19.82 (N)
DROP GRATE 12
RIM: 23.80
INVI: 20.48 (S)
INVO: 20.48 (W)
YARD INLET 10
RIM: 24.9
INVO: 21.62 (SW)
CURB INLET 3
RIM: 25.2
INVI: 20.41 (SW)
INVI: 18.21 (E)
INVO: 18.21 (W)
CURB INLET 4
RIM: 25.2
INVI: 21.04 (S)
INVI: 19.06 (W)
INVO: 19.06 (E)
CURB INLET 19
RIM: 25.5
INVI: 21.21 (S)
INVO: 21.21 (N)
DROP GRATE 5
RIM: 25.6
INVI: 19.88 (N)
INVO: 19.38 (W)
DROP GRATE 6
RIM: 25.5
INVI: 21.48 (N)
INVI: 20.13 (NE)
INVO: 20.13 (S)
YARD INLET 7
RIM: 25.5
INVI: 21.74 (SE)
INVO: 21.49 (SW)
YARD INLET 8
RIM: 25.6
INVO: 22.24 (NW)
YARD INLET 9
RIM: 25.5
INVO: 22.18 (S)
7 7 L F O F 2 4 " C P P @ 0 .5 1 %
60 LF OF 18"
CPP @ 0.65%
64 LF OF 15" CPP @ 0.64%
66 LF OF 15"
CPP @ 1.56%
50 LF OF 15"
CPP @ 1.78%
117 LF OF 24" CPP @ 0.50%
1
6
2
L
F
O
F
7
0
"
C
P
P
@
0
.
5
6
%
170 LF OF 24" CPP @ 0.50%27 LF OF
15" CPP @
0.63%
41 LF OF 15"
CPP @ 0.66%
121 LF OF 15" CPP @ 0.65%
64 LF OF 24" CPP @ 0.50%
49 LF OF 18"
CPP @ 0.51%
1 3 3 L F O F 1 5 " C P P @ 1 .0 2 %
1
0
8
L
F
O
F
1
5
"
C
P
P
@
0
.
6
5
%
4
6 L
F
O
F
1
5
"
C
P
P
@
1.0
9
%
29 LF O F
18" C PP @
0.52 %
58 LF OF 24" CPP @ 0.53%
NEW DROP
GRATE INLET
RIM: 25.5'
INVO. 19.05 (NE)
5
0
L
F
O
F
2
4
"
C
P
P
@
1
.
2
5
%
INV.: 18.02
NEW PAVEMENT
(TYP)
2 6
26
26
25
25
25
25 24
2
4
2 4
25
25
24
23
24
2 4
26
26
26
26
26
INV.:
18.58
46 LF OF 24"
CPP @ 0.50%
JUNCTION BOX 0
RIM: 23.5
INVI: 16.93 (W)
INVO: 16.93 (SE)
INV.:
16.70
25
24" FES
INV.: 12.25
NEW PAVEMENT
(TYP)
NEW SIDEWALK (TYP)
25,250 SF NEW BUILDING
FFE: 26.00
ROOF DRAIN LEADERS TO BE PIPED
TO PROPOSED DRAINAGE SYSTEM
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
P.O.Box 1172
Wilmington, NC 28402
Phone: 910-254-9333
Fax: 910-254-0502
NCBELS Firm License No: P-0369
www.cldeng.com
ISSUED FOR AGENCY
REVIEW ONLY
PRELIMINARY DESIGN
NOT RELEASED FOR
CONSTRUCTION
GRACE BAPTIST CHURCH TRUSTEES
1401 NORTH COLLEGE ROAD
WILMINGTON, NC 28405
WILMINGTON CHRISTIAN ACADEMY
THOMAS CONSTRUCTION GROUP
1111 MILITARY CUTOFF RD. #191
WILMINGTON, NC 28405
ADW ARCHITECTS
101 W. WORTHINGTON AVE #270
CHARLOTTE, NC 28203
OWNER:
ARCHITECT:
CONTRACTOR:
B-1
HP
Jeffrey B. Petroff, PE
12 May 2016
028858
EXHIBIT-2