wilmington, north carolina - cfci parking lot...
TRANSCRIPT
APRIL 2020
APPLICANT:
CFCI PARKING LOT ADDITION
CORPORATION FOR INQUIRY, LLC2525 WONDER WAY
WILMINGTON, NC 27401
WILMINGTON, NORTH CAROLINA
MINOR SITE PLAN
PREPARED BY:
PROJECT # 18365.PE
PR
EL
IMIN
AR
Y D
ESIG
N -
NO
T R
EL
EA
SE
D F
OR
CO
NST
RU
CT
ION
122 Cinema Drive Wilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
CFCI PARKING LOT ADDITION
SHEET NUMBER
SHEET TITLE
PROJECT CONSULTANTS
SHEET INDEX
C-2.0 SITE PLAN
APRIL 1, 2020
APPLICANT
CORPORATION FOR INQUIRY, LLC2525 WONDER WAY
WILMINGTON, NC 28401
SURVEYOR
PARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVE
WILMINGTON, NC 28403CHRIS GAGNE, PLS (910-791-6707)
ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECTPARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVEWILMINGTON, NC 28403
CIVIL: TIM CLINKSCALES, PE (910-791-6707)LANDSCAPE ARCHITECT: JIM CIRELLO, RLA (910-791-6707)
SHEET 1 EXISTING CONDITIONS/SITE INVENTORY PLAN
C-0.0 COVER SHEET
MINOR SITE PLAN
C-4.0 DETAILS
L-1.0 LANDSCAPE / TREE REMOVAL PLAN
VICINITY MAP
(NOT TO SCALE)
SITE
SHIPYARD BLVD
I
N
D
E
P
E
N
D
E
N
C
E
B
L
V
D
W
O
N
D
E
R
W
A
Y
W
E
L
L
I
N
G
T
O
N
A
V
E
TR
OY
D
R
H
O
L
B
R
O
O
K
A
V
E
M
E
D
I
C
A
L
C
E
N
T
E
R
D
R
I
V
E
C-1.0 GENERAL NOTES
C-3.0 GRADING AND DRAINAGE PLAN
CORPORATION FOR INQUIRY INC
2525 WONDER WAY
PARID: R06018-004-022-003
ZONING: O&I-1-OFFICE &
INSTITUTION (GENERAL)
LAND USE: 821-EDUCATIONAL
DB 6121 PG 2897
621 SHIPYARD LLC
621 SHIPYARD BLV (GODBEY)
PARID: R06018-004-032-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 10-1 FAM RES
DB 5645 PG 69
ALATORRE OSCAR EDWARD
CHARLENE
703 SHIPYARD BLV
PARID: R06018-004-033-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 730-BUSINESS
DB 4957 PG 2522
COVIL RITA S ETAL
705 SHIPYARD BLV
PARID: R06018-004-034-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 10-1 FAM RES
DB 1481 PG 188
SHIPYARD BLVD - (US HWY 117)
(130' PUBLIC R/W)
LAO 36
LO 14
LO 15
X
X
X
X
X
X
X
X
X
X
TV
IPF
NAIL IN
CONC.
IPF
IPF
CMF NCDOT
OAK 68
LO 48
LAO 16,28
LAO 40
OAK 24
LAO 24
LAO 14
SGUM 10
LAO 12
LAO 18
LO 18
LAO 10
LO 16
LAO 24
LO 16
LO 38
LO 12
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TR
LO 38
LO 14
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
IPF
IPF
IRF
S 02°43'31" E
(T
OT
AL)-317.28'
0.70'
75.08'
S 88°15'23" W (
TOTAL) 225.13'
75.01'
289.06'
N 02°43'31" W
303.58'
74.58' (TIE)
S 88°45'41" W
75.04'
149.83' (TIE)
N 88°15'23" E
(TOTAL)-224.31'
74.48' (TIE)
9
.
7
0
'
(
T
I
E
)
S
6
6
°
4
0
'0
3
"
W
272.92' (T
IE
)
S 02°50'12" E
N 02°43'31" W
IRS
IRS
IRS
IRS
(APPARENT R/W)
(APPARENT R/W)
IRS
WILLIE STARGELL OFFICE PRK ASSN
609 SHIPYARD BLV
PARID: R06018-004-029-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 961-CONDOMINIUM COMMON AREA
DB 5462 PG 1177
GARRETT RUBY ETAL
713 SHIPYARD BLV
PARID: R06018-004-035-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 10-1 FAM RES
DB 6153 PG 1758
WILLIE STARGELL OFFICE PARK
609 SHIPYARD BLV
PARID: R06018-004-042-000
ZONING: CS-COMMERCIAL
SERVICE
LAND USE: 961-CONDOMINIUM
COMMON AREA
DB 5389 PG 1693
WILLIE STARGELL OFFICE PARK
ASSN
613 WELLINGTON AVE
PARID: R06018-004-055-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 961-CONDOMINIUM
COMMON AREA
DB 5389 PG 1693
CAM INDUSTRIES LLC
605 E SHIPYARD BLV
PARID: R06018-004-028-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 958-UNUSED LAND
DB 5913 PG 653
SIDEWALK
SIDEWALK
EXISTING
HOUSE
EXISTING
HOUSE
EXISTING
HOUSE
FFE=43.8'±
FENCE LINE
FENCE LINE
EXISTING
STRUCTURE
CONCRETE
PAD/DRIVE
LO 24,18
CONCRETE
PATIO
SHED
PAD
COVERED
PORCH
DRIVEWAY
ASPHALT /
PARKINGCOVERED
PORCH
FENCE LINE
HVAC
HVAC
S
ID
E
W
A
L
K
ASPHALT /
PARKING
S
T
E
P
S
F
E
N
C
E
L
IN
E
FE
NC
E LIN
E
OAK 18,14,20,18,14
FE
NC
E LIN
E
COVERED
PORCH
GAZEBO
GARRETT RUBY ETAL
713 SHIPYARD BLV
PARID: R06018-004-035-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 10-1 FAM RES
DB 6153 PG 1758
GARRETT RUBY ETAL
713 SHIPYARD BLV
PARID: R06018-004-035-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 10-1 FAM RES
DB 6153 PG 1758
WILLIE STARGELL OFFICE PRK ASSN
609 SHIPYARD BLV
PARID: R06018-004-029-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 961-CONDOMINIUM COMMON AREA
DB 5462 PG 1177
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LAO 24
CHR 7
DG 4
DG 4
DG 4
CHR 6
LAO 9
DG 8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
MAG 10
MAG 12
PEC 13
LAO 8
MAG 4
BGUM 4
BGUM 6
BGUM 3
BGUM 6
BGUM 6
MAG 3
LO 27
LO 10
LO 12
PEAR 10
PEAR 9
CED 16
LO 30
MAP 9
MAP 11
DG 4
DG 6
WO 8
CHR 8
WO 8
WILL 7
LLP 12
LO 8
MAG 5
CAM 3
CAM 3
GP
CHR 7
HWY 117 NORTH SIGN
JCT 421 SIGN
CITY OF WILMINGTON
680 SHIPYARD BLV
PARID: R06018-010-016-000
ZONING: RB-REGIONAL BUSINESS
LAND USE: 911-GOVERNMENTAL
DB 5739 PG 2588
ZP NO 143 LLC
700 SHIPYARD BLV
PARID: R06018-010-015-000
ZONING: RB-REGIONAL BUSINESS
LAND USE: 528 NEIGHBORHOOD
RETAIL
DB 5231 PG 102
ZIMMER COMMERCIAL PROPERTIES
608 SHIPYARD BLVD
PARID: R06018-010-017-000
ZONING: RB-REGIONAL BUSINESS
LAND USE: 9157-VACANT FLOORS
DB 5231 PG 102
OAK 38
PNE 16
PNE 20
OAK 8
OAK 14
PNE 16
OAK 25
PNE 19
OAK 8
OAK 12OAK 9
OAK 22
OAK 32
OAK 16
OAK 14
OAK 14
OAK 34
OAK 12
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG 5
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
X
X
SHED
IPF
46
46
46
4
6
46
45
45
45
45
45
45
45
45
45
4
4
4
4
44
44
4
4
4
3
4
3
4
3
43
4
3
42
4
2
4
2
42
4
1
4
1
4
1
41
4
1
4
1
4
1
4
1
4
1
41
4
0
4
0
40
4
0
4
0
3
9
3
9
3
9
3
9
3
9
3
8
3
8
3
8
3
8
3
7
37
37
3
7
3
6
3
6
3
6
3
6
35
35
3
5
3
5
3
5
34
34
34
33
3
3
33
32
3
2
3
2
3
1
31
3
1
3
0
3
0
3
0
30
FE
NC
E LIN
E
N 02°43'31" W
332.38'
BLO
CK
W
ALL-2'± H
IG
H
STEPS
OAK 20
CORPORATION FOR INQUIRY INC
2525 WONDER WAY
PARID: R06018-004-022-003
ZONING: O&I-1-OFFICE &
INSTITUTION (GENERAL)
LAND USE: 821-EDUCATIONAL
DB 6121 PG 2897
CORPORATION FOR INQUIRY INC
2525 WONDER WAY
PARID: R06018-004-022-003
ZONING: O&I-1-OFFICE &
INSTITUTION (GENERAL)
LAND USE: 821-EDUCATIONAL
DB 6121 PG 2897
EXISTING
BLDG
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
DRIVEWAY
N
7
7
°
2
1
'4
4
" E
2
2
9
.2
9
' (T
)
7
6
.9
2
'
7
6
.2
1
'
7
6
.1
6
'
X
XX
X
XX
X
X
XX
X
X
X
XX
X
X
X
XX
X
X
X
POLE MOUNTED STREET LIGHT
FIRE TRUCK PAVED
CROSS-OVER FOR FIRE DEPT.
ACROSS SHIPYARD
POLE MOUNTED STREET LIGHT
DA
TE
:
SC
ALE
:
DE
SIG
NE
D:
DR
AW
N:
CH
EC
KE
D:
PEI JOB#:
CO
NC
EP
TU
AL LA
YO
UT
:
PR
ELIM
IN
AR
Y LA
YO
UT
:
FIN
AL D
ES
IG
N:
RE
LE
AS
ED
F
OR
C
ON
ST
:
PR
OJE
CT
S
TA
TU
S
RE
VIS
IO
NS
:
DR
AW
IN
G IN
FO
RM
AT
IO
N
SEAL
CLIE
NT
IN
FO
RM
AT
IO
N:
122
Cin
ema
Dri
veW
ilmin
gto
n, N
ort
h C
aro
lina
2840
3(9
10)
791-
6707
(O
) (9
10)
791-
6760
(F
)T
GC
CJG
1"=
50'
09/27/19
NE
W H
AN
OV
ER
CO
UN
TY
, N
CW
ILM
ING
TO
N T
OW
NSH
IP
-EX
ISTI
NG
CO
ND
ITIO
NS/
SITE
INV
EN
TOR
Y P
LAN
SHEET 1
18365.PE
CO
RP
OR
AT
ION
FO
R I
NQ
UIR
Y
2525 W
ON
DE
R W
AY
WIL
MIN
GT
ON
, N
C 2
8401
621, 703 &
705 S
HIP
YA
RD
BL
VD
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION,
RECORDATION,
CONVEYANCES, OR
SALES.
NA
D8
3
0 15 30 60 90
120
SCALE: 1"=30'
VICINITY MAP
(NOT TO SCALE)
SITE
CERTIFICATE OF ACCURACY AND MAPPING
I, CHRIS GAGNE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM
AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS RECORDED IN
THE REFERENCES NOTED ON THIS DRAWING). THAT THE BOUNDARIES NOT SURVEYED
ARE SHOWN AS DASHED LINES AS DRAWN FROM INFORMATION NOTED; THAT THE RATIO
OF PRECISION IS 1:10,000; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.
1600). THIS ______ DAY OF __________________, A.D., __________.
I, CHRIS GAGNE, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS
OF LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
______________________________________________________
CHRIS GAGNE, PLS LICENSE NO. L-4700
LEGEND:
IRON PIPE FOUND
IRON ROD FOUND
IRON ROD SET
PK NAIL FOUND
PK NAIL SET
CONCRETE MONUMENT FOUND
LIGHT POLE
UTILITY POLE
GUY ANCHOR
TRANSFORMER
TELEPHONE RISER
WATER METER
WATER VALVE
FIRE HYDRANT
CLEAN-OUT
SANITARY SEWER MANHOLE
STORM DRAINAGE MANHOLE
WELL
CURB INLET
CATCH BASIN
GAS METER
MAILBOX
TREES
CHAINLINK FENCE
EXISTING CONTOUR
RIGHT OF WAY/BOUNDARY
XX
TR
G
IPF
IRF
IRS
PKF
PKS
18
SHIPYARD BLVD
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
W
O
N
D
E
R
W
A
Y
W
E
L
L
I
N
G
T
O
N
A
V
E
TR
OY
D
R
H
O
L
B
R
O
O
K
A
V
E
M
E
D
I
C
A
L
C
E
N
T
E
R
D
R
I
V
E
DA
TE
:
SC
ALE
:
DE
SIG
NE
D:
DR
AW
N:
CH
EC
KE
D:
PEI JOB#:
CO
NC
EP
TU
AL LA
YO
UT
:
PR
ELIM
IN
AR
Y LA
YO
UT
:
FIN
AL D
ES
IG
N:
RE
LE
AS
ED
F
OR
C
ON
ST
:
PR
OJE
CT
S
TA
TU
S
RE
VIS
IO
NS
:
DR
AW
IN
G IN
FO
RM
AT
IO
N
SEAL
CLIE
NT
IN
FO
RM
AT
IO
N:
122
Cin
ema
Dri
veW
ilmin
gto
n, N
ort
h C
aro
lina
2840
3(9
10)
791-
6707
(O
) (9
10)
791-
6760
(F
)N
C L
icen
se #
: C-2
846
FIN
AL
DE
SIG
N -
NO
T R
EL
EA
SED
FO
R C
ON
STR
UC
TIO
N
CA
PE
FE
AR
CE
NT
ER
FO
R I
NQ
UIR
YP
AR
KIN
G L
OT
AD
DIT
ION
WIL
MIN
GT
ON
, N
OR
TH
CA
RO
LIN
A
18365.PE
CO
RPO
RA
TIO
N F
OR
IN
QU
IRY
, LLC
2525 W
ON
DE
R W
AY
WIL
MIN
GT
ON
, N
C
GE
NE
RA
L N
OT
ES
C-1.0
07/24/19
NT
S
JB
S
JR
C
TG
C
COORDINATION NOTES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION
OF THESE PLANS.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE CITY OF
WILMINGTON, NEW HANOVER COUNTY, CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA), AND THE
STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO
BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF
THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT
PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR
IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN
THE RECORDED EASEMENT.
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING
DIMENSIONS AND DETAILS.
GENERAL NOTES:
1. TREE INVENTORY, BOUNDARY, AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE
ENGINEERING, INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
DISCREPANCIES REPORTED TO THE OWNER AND ENGINEER.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON
THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,
ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES.
IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO
ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC.
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL
TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE USDOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED
OF OFF-SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AN ALLOW THE CENTER
TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE
BEGINNING CONSTRUCTION.
9. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
10. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
12. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM
CLEAN AT ALL TIMES.
14. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE
SPECIFICATIONS.
15. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION
OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON
COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
16. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE
OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE
WITHOUT THE PERMISSION OF THE OWNER AND ENGINEER.
17. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949
AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NON-SUBSCRIBING UTILITIES.
18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC., THAT MAY BE REQUIRED.
19. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM
TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL
BE WHITE.
21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO
INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT
ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
22. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS
OTHERWISE NOTED.
DEMOLITION NOTES:
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING
SERVICE CONNECTIONS WHEN NECESSARY.
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE
PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN.
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION
AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER
DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL
FROM THE PROPERTY AND PROPER DISPOSAL.
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND
UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH
THE SITE WITH THE RESPECTIVE COMPANIES.
10. CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND
REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY.
11. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
12. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
13. EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE.
14. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS,
BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS BY DIGGING TEST
PITS.
ROOF DRAIN NOTE:
1) PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO
STORMWATER COLLECTION SYSTEM.
WETLAND NOTES:
1) THERE ARE NO WETLANDS ON THE PROPERTY.
GENERAL STORM SEWER NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED AS SPECIFIED ON THE
DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
DRAWINGS AND/OR SPECIFICATIONS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS.
TRAFFIC NOTES:
1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY & FOR DRIVEWAY(S) ARE TO BE THERMOPLASTIC
& MEET NCDOT STANDARDS.
2. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC
TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS NOT WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE
MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
6. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND/OR CURBING SHALL BE
REPLACED.
7. TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS.
NC ACCESSIBILITY NOTES:
GENERAL NOTES:
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (2010
ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS.
PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT
CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING
THE PROJECT. IN ADDITION, PARAMOUNTE ENGINEERING HAS MADE A POINT IN THESE NOTES AND
DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA
BUILDING CODE/ANSI A117.1 AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES
AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER
IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
3. THE CONTRACTOR SHALL NOTIFY PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT
BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PARAMOUNTE
ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO
CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF
ANY SUCH CONFLICT(S).
4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL
REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL
INFORMATION.
ACCESSIBLE ROUTE NOTES:
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING
SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALKS; AND PUBLIC
TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE.
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES,
ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING
SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER
THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS.
5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE
OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED).
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT (48) INCHES
MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC BUILDING CODE
1104.1 & 1104.2).
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN
FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM
APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42)
INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE
THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM.
.* SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES*
9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING
SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A
SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2)
WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND
ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
INTERSECTION.
10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE
AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ ANSI
A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE
SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE EVENT
THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY
WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117.1, THE NC BUILDING CODE,
AND APPLICABLE LOCAL LAWS & REGULATIONS
RAMP NOTES:
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE
CONSIDERED A RAMP.
2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL
BE 2.0%.
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC BUILDING CODE
1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED
BETWEEN THE HANDRAILS.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE
NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE
AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60)
INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A
CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES
COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
7. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE
NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON
EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES
REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS
THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO
PROVIDE A COMPLIANT TURNING SPACE.
CURB RAMP NOTES:
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE
SHALL BE 2.0%.
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE
CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB
RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED SIDES, IF
PROVIDED. *NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES
MINIMUM WIDE (1104.1 & 1104.2).*
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING
SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS
WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. LANDINGS SHALL
HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.
5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS
NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.
6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT
PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT
MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED
SIDES.
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED
VEHICLES.
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP DETECTABLE
WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL WIDTH OF THE RAMP. REFERTO
DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. THE NC
BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO
THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, ½ INCH WIDE BY ¼ INCH DEEP, ONE (1)
INCH CENTERS TRANSVERSE TO THE RAMP.
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK
AND NOT ON THE SIDEWALK.
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE
RAMP AREA.
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THIS PROPERTY IS NOT SUBJECT TO THE NC SEDIMENTATION CONTROL ACT IN REGARDS TO OBTAINING
AN EROSION CONTROL PERMIT SINCE THE LAND DISTURBANCE IS UNDER 1.0 ACRE. HOWEVER, ONSITE
SEDIMENTATION CONTROL WILL BE A REQUIREMENT OF THE CONTRACTOR DURING ANY DISTURBANCE
AND CONSTRUCTION. ALSO IF THE CONTRACTOR EXCEEDS AN ACRE WITH LAYDOWN AREAS AND HAUL
ROADS, A PERMIT WILL BE REQUIRED AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED.
2. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR
SEEDED AS INDICATED AND STABILIZED.
3. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE
PRIOR TO DISCHARGE TO RECEIVING OUTLET.
NC ACCESSIBILITY NOTES CONTD.
PARKING SPACE NOTES:
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL
FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.
2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS AISLES SHALL
BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE
AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).
WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES
ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE
PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY
ENTRANCE AND SHALL COMPLY WITH PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS
SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE
POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO
BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH
SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.
8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM
AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY
SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN
ALL DIRECTIONS.
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE
ROUTE.
11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL
PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED
AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF
VAN ACCESSIBLE PARKING SPACES.
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT
OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN
ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE
INSTALLED WITH BOLLARD PROTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION 1106.1SHALL
COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20-37.6 AND 136-30 AND
THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR
EACH SPACE. SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE
SPACE.
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY
SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT).
PASSENGER LOADING ZONE NOTES:
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96) INCHES WIDE
MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY (60)
INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY
SERVE.
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY.
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES
NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE
VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,
FIRM AND SLIP RESISTANT.
6. VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN
ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER LOADING ZONE TO A
VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN
(114) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING CODE, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES
ACT (2010 ADA STANDARDS) THE NC BUILDING CODE/ANSI A117.1 AND SHALL BE ON AN ACCESSIBLE
ROUTE.
TEMPORARY SEEDING
GRASS TYPE LBS/ ACRE
TIME OF
SEEDING
FERTILIZER
LIMESTONE
RYE GRAIN 50 OCT. - APR. 400 LBS/AC. 10-20-20
SWEET SUDAN
GRASS
50 JUNE - AUGUST 400 LBS/AC. 10-20-20
GERMAN or
BROWNTOP MILLET
50 JUNE - AUGUST 400 LBS/AC. 10-20-20
STRAW MULCH
AS NEEDED
4,000
PERMANENT SEEDING
GRASS TYPE LBS/ ACRE
TIME OF
SEEDING
FERTILIZER
LIMESTONE
BERMUDA, HULLED
BERMUDA, UNHULLED
10-20
35
MARCH - AUGUST
SEPT. - FEB.
BY SOIL TEST
CENTIPEDE10 MARCH - AUGUST
BY SOIL TEST
(NO HIGH PH)
TALL FESCUE
(COASTAL CULTIVAR
RECOMMENDED)
50 MARCH - AUGUST
300 LB/AC 10-20-20
OR BY SOIL TEST
SLOPES >= 2:1
CENTIPEDE SERICEA
LESPEDEZA
5
20
JAN - DEC BY SOIL TEST
Know what's below.before you dig.Call
R
EXISTING UTILITY NOTES:
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED
UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY. THE CONTRACTOR SHALL RAISE OR LOWER EXISTING
MANHOLES AND STRUCTURES TO MATCH FINAL GRADES.
LAO 36
LO 15
OAK 68
LO 48
LAO 40
OAK 24
LAO 24
LAO 14
SGUM
10
LAO 12
LAO 18
LO 18
LAO 10
LO 38
LO 12
LO 38
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
S 0
2°4
3'3
1" E
(T
OT
AL
)-3
17
.2
8'
0.7
0'
75.08'
S 88°15'23" W (TOTAL) 225.13'
75.01'
28
9.0
6'
N 0
2°4
3'3
1" W
30
3.5
8'
S 88°45'41" W
75.04'
74.48' (TIE)
9
.
7
0
'
(
T
I
E
)
S
6
6
°
4
0
'0
3
"
W
27
2.9
2' (T
IE
)
S 0
2°5
0'1
2" E
N 0
2°4
3'3
1" W
(APPARENT R/W)
OAK 18,14,20,18,14
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
LAO 24
CHR 7
DG 4
DG
4
DG
4
CHR 6
LAO 9
DG
8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
LAO 8
MAG
4
BGUM 4
BGU
M 6
BGUM 3
BGU
M 6
BGU
M 6
MAG
3
LO 27
LO 10
LO 12
PEAR 9
LO 30
DG 4
DG 6
WO
8
CHR 8
WO
8
WILL 7
LLP 12
LO 8
MAG
5
CAM 3
CAM 3
CHR 7
OAK 38
PNE 16
PNE 16
OAK 25
OAK 8
OAK 12
OAK 9
OAK 22
OAK 34
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG
5
46
4
4
4
4
44
44
4
3
4
3
4
3
43
4
3
42
4
2
4
2
4
2
4
1
4
1
4
1
41
4
1
4
1
4
1
4
1
4
1
4
1
3
9
3
9
3
9
3
9
3
9
3
8
3
8
3
8
3
8
3
7
3
7
3
7
3
7
3
6
3
6
3
6
3
6
34
34
34
33
3
3
3
3
32
3
2
3
2
3
1
31
3
1
N 0
2°4
3'3
1" W
3
32
.3
8'
BLO
CK
W
ALL-2'± H
IG
H
OAK 20
N
7
7
°2
1
'4
4
" E
2
2
9
.2
9
' (T
)
7
6
.9
2
'
7
6
.2
1
'
7
6
.1
6
'
SHIPYARD BLVD - (U.S. 117)
(130' PUBLIC R/W)
14
13
8
16
6
10
17
L
O
D
L
O
D
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LAO 36
LO 15
OAK 68
LO 48
LAO 40
OAK 24
LAO 24
LAO 14
SGUM
10
LAO 12
LAO 18
LO 18
LAO 10
LO 38
LO 12
LO 38
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
S 0
2°4
3'3
1" E
(T
OT
AL
)-3
17
.2
8'
0.7
0'
75.08'
S 88°15'23" W (TOTAL) 225.13'
75.01'
28
9.0
6'
N 0
2°4
3'3
1" W
30
3.5
8'
S 88°45'41" W
75.04'
74.48' (TIE)
9
.
7
0
'
(
T
I
E
)
S
6
6
°
4
0
'0
3
"
W
27
2.9
2' (T
IE
)
S 0
2°5
0'1
2" E
N 0
2°4
3'3
1" W
(APPARENT R/W)
OAK 18,14,20,18,14
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
LAO 24
CHR 7
DG 4
DG
4
DG
4
CHR 6
LAO 9
DG
8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
LAO 8
MAG
4
BGUM 4
BGU
M 6
BGUM 3
BGU
M 6
BGU
M 6
MAG
3
LO 27
LO 10
LO 12
PEAR 9
LO 30
DG 4
DG 6
WO
8
CHR 8
WO
8
WILL 7
LLP 12
LO 8
MAG
5
CAM 3
CAM 3
CHR 7
OAK 38
PNE 16
PNE 16
OAK 25
OAK 8
OAK 12
OAK 9
OAK 22
OAK 34
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG
5
46
4
4
4
4
44
44
4
3
4
3
4
3
43
4
3
42
4
2
4
2
4
2
4
1
4
1
4
1
41
4
1
4
1
4
1
4
1
4
1
4
1
3
9
3
9
3
9
3
9
3
9
3
8
3
8
3
8
3
8
3
7
3
7
3
7
3
7
3
6
3
6
3
6
3
6
34
34
34
33
3
3
3
3
32
3
2
3
2
3
1
31
3
1
N 0
2°4
3'3
1" W
3
32
.3
8'
BLO
CK
W
ALL-2'± H
IG
H
OAK 20
N
7
7
°2
1
'4
4
" E
2
2
9
.2
9
' (T
)
7
6
.9
2
'
7
6
.2
1
'
7
6
.1
6
'
SHIPYARD BLVD - (U.S. 117)
(130' PUBLIC R/W)
14
13
8
16
6
10
17
L
O
D
L
O
D
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
18'
LAO 36
LO 15
OAK 68
LO 48
LAO 40
OAK 24
LAO 24
LAO 14
SGUM
10
LAO 12
LAO 18
LO 18
LAO 10
LO 38
LO 12
LO 38
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
S 0
2°4
3'3
1" E
(T
OT
AL
)-3
17
.2
8'
0.7
0'
75.08'
S 88°15'23" W (TOTAL) 225.13'
75.01'
28
9.0
6'
N 0
2°4
3'3
1" W
30
3.5
8'
S 88°45'41" W
75.04'
74.48' (TIE)
9
.
7
0
'
(
T
I
E
)
S
6
6
°
4
0
'0
3
"
W
27
2.9
2' (T
IE
)
S 0
2°5
0'1
2" E
N 0
2°4
3'3
1" W
(APPARENT R/W)
OAK 18,14,20,18,14
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
LAO 24
CHR 7
DG 4
DG
4
DG
4
CHR 6
LAO 9
DG
8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
LAO 8
MAG
4
BGUM 4
BGU
M 6
BGUM 3
BGU
M 6
BGU
M 6
MAG
3
LO 27
LO 10
LO 12
PEAR 9
LO 30
DG 4
DG 6
WO
8
CHR 8
WO
8
WILL 7
LLP 12
LO 8
MAG
5
CAM 3
CAM 3
CHR 7
OAK 38
PNE 16
PNE 16
OAK 25
OAK 8
OAK 12
OAK 9
OAK 22
OAK 34
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG
5
46
4
4
4
4
44
44
4
3
4
3
4
3
43
4
3
42
4
2
4
2
4
2
4
1
4
1
4
1
41
4
1
4
1
4
1
4
1
4
1
4
1
3
9
3
9
3
9
3
9
3
9
3
8
3
8
3
8
3
8
3
7
3
7
3
7
3
7
3
6
3
6
3
6
3
6
34
34
34
33
3
3
3
3
32
3
2
3
2
3
1
31
3
1
N 0
2°4
3'3
1" W
3
32
.3
8'
BLO
CK
W
ALL-2'± H
IG
H
OAK 20
N
7
7
°2
1
'4
4
" E
2
2
9
.2
9
' (T
)
7
6
.9
2
'
7
6
.2
1
'
7
6
.1
6
'
SHIPYARD BLVD - (U.S. 117)
(130' PUBLIC R/W)
14
13
8
16
6
10
17
L
O
D
L
O
D
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LAO 36
LO 15
OAK 68
LO 48
LAO 40
OAK 24
LAO 24
LAO 14
SGUM
10
LAO 12
LAO 18
LO 18
LAO 10
LO 38
LO 12
LO 38
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
S 0
2°4
3'3
1" E
(T
OT
AL
)-3
17
.2
8'
0.7
0'
75.08'
S 88°15'23" W (TOTAL) 225.13'
75.01'
28
9.0
6'
N 0
2°4
3'3
1" W
30
3.5
8'
S 88°45'41" W
75.04'
74.48' (TIE)
9
.
7
0
'
(
T
I
E
)
S
6
6
°
4
0
'0
3
"
W
27
2.9
2' (T
IE
)
S 0
2°5
0'1
2" E
N 0
2°4
3'3
1" W
(APPARENT R/W)
OAK 18,14,20,18,14
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
LAO 24
CHR 7
DG 4
DG
4
DG
4
CHR 6
LAO 9
DG
8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
LAO 8
MAG
4
BGUM 4
BGU
M 6
BGUM 3
BGU
M 6
BGU
M 6
MAG
3
LO 27
LO 10
LO 12
PEAR 9
LO 30
DG 4
DG 6
WO
8
CHR 8
WO
8
WILL 7
LLP 12
LO 8
MAG
5
CAM 3
CAM 3
CHR 7
OAK 38
PNE 16
PNE 16
OAK 25
OAK 8
OAK 12
OAK 9
OAK 22
OAK 34
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG
5
46
4
4
4
4
44
44
4
3
4
3
4
3
43
4
3
42
4
2
4
2
4
2
4
1
4
1
4
1
41
4
1
4
1
4
1
4
1
4
1
4
1
3
9
3
9
3
9
3
9
3
9
3
8
3
8
3
8
3
8
3
7
3
7
3
7
3
7
3
6
3
6
3
6
3
6
34
34
34
33
3
3
3
3
32
3
2
3
2
3
1
31
3
1
N 0
2°4
3'3
1" W
3
32
.3
8'
BLO
CK
W
ALL-2'± H
IG
H
OAK 20
N
7
7
°2
1
'4
4
" E
2
2
9
.2
9
' (T
)
7
6
.9
2
'
7
6
.2
1
'
7
6
.1
6
'
SHIPYARD BLVD - (U.S. 117)
(130' PUBLIC R/W)
14
13
8
16
6
10
17
L
O
D
L
O
D
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
R
6
'
R
3
'
R
3
'
18'
R
3
'
PERVIOUS PAVING
ASPHALT
R
3
'
377 SF
337 SF
592 SF
PR
OP
OS
ED
10' B
UF
FE
R/ F
EN
CE
400' STACK 400' STACK 400' STACK 400' STACK
4
0
0
'
S
T
A
C
K
4
0
0
'
S
T
A
C
K
400' S
TA
CK
400' S
TA
CK
4
0
0
'
S
T
A
C
K
4
0
0
'
S
T
A
C
K
400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK
4
0
0
'
S
T
A
C
K
4
0
0
' S
T
A
C
K
400' S
TA
CK
EN
D
ST
AC
KIN
G
24'
9'
17'
R
3
'
R
3
'
R
3
'
R
3
'
R
3
'
R
2
6
'
R
6
'
R
2
6
'
R
3
'
R
3
'
R
3
'
R
3
'
337 SF
R
6
'
R
6
'
R
2
6
'
R
2
6
'
963 SF
370 SF
303 SF
58'
5'
18'
24'
18'
9
'
t
y
p
.
8
'
t
y
p
.
(
H
C
)
399 SF
24'
9
'
1
8
'
17'
18'
17'
17'
18'
14'
18'
18'
5'
24'
9'
PERVIOUS PAVING
ASPHALT
PERVIOUS PAVING
ASPHALT
10'
6
'
6
'
5'
9'
91 SF
(15%)
DA
TE
:
SC
ALE
:
DE
SIG
NE
D:
DR
AW
N:
CH
EC
KE
D:
PEI JOB#:
CO
NC
EP
TU
AL LA
YO
UT
:
PR
ELIM
IN
AR
Y LA
YO
UT
:
FIN
AL D
ES
IG
N:
RE
LE
AS
ED
F
OR
C
ON
ST
:
PR
OJE
CT
S
TA
TU
S
RE
VIS
IO
NS
:
DR
AW
IN
G IN
FO
RM
AT
IO
N
SEAL
CLIE
NT
IN
FO
RM
AT
IO
N:
122
Cin
ema
Dri
veW
ilmin
gto
n, N
ort
h C
aro
lina
2840
3(9
10)
791-
6707
(O
) (9
10)
791-
6760
(F
)N
C L
icen
se #
: C-2
846
FIN
AL
DE
SIG
N -
NO
T R
EL
EA
SED
FO
R C
ON
STR
UC
TIO
N
CA
PE
FE
AR
CE
NT
ER
FO
R I
NQ
UIR
YP
AR
KIN
G L
OT
AD
DIT
ION
WIL
MIN
GT
ON
, N
OR
TH
CA
RO
LIN
A
18365.PE
CO
RPO
RA
TIO
N F
OR
IN
QU
IRY
, LLC
2525 W
ON
DE
R W
AY
WIL
MIN
GT
ON
, N
C
SIT
E P
LA
NM
INO
R S
ITE
PL
AN
C-2.0
04.15.20
1" =
20'
JR
C
JR
C
TG
C
N O R T H
0
SCALE:
20' 40' 60'
1" = 20'
VICINITY MAP
(NOT TO SCALE)
SITE
SHIPYARD BLVD
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
W
O
N
D
E
R
W
A
Y
W
E
L
L
I
N
G
T
O
N
A
V
E
TR
OY
D
R
H
O
L
B
R
O
O
K
A
V
E
M
E
D
I
C
A
L
C
E
N
T
E
R
D
R
I
V
E
GENERAL NOTES:
1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/
OR NCDOT STANDARDS.
2. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS.
3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT OF WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN
ACCORDANCE WITH MUTCD STANDARDS.
4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE
5. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET.
6. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED.
7. A LANDSCAPE PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF
WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR
TO THE RECORDING OF THE FINAL PLAT.
8. CONTACT TRAFFIC ENGINEERING at 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.
9. THERE WILL BE NO SOLID WASTE DISPOSAL ON SITE
10. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION
11. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOR CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC
12. ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES
CONCERNING THE PROJECT
13. CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THAT DEMONSTRATES THAT
EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET SECTION 510 REQUIREMENTS OF THE 2018 NC FIRE CODE
14. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
EXISTING CONCRETE
SIDEWALK
E
X
IS
T
IN
G
P
A
R
K
IN
G
20'x70' SIGHT TRIANGLE
HANDICAP
PARKING SIGN
HANDICAP PARKING
SPACE, TYP.
HANDICAP
LOADING SPACE
PROPOSED FENCING
TO MATCH EXISTING
SITE MAP
(1" = 200')
SHIPYARD BLVD
W
O
N
D
E
R
W
A
Y
CAPE FEAR CENTER FOR INQUIRY
SITE
SYMBOL LEGEND
EXISTING ALUMINUM FENCE
PROPOSED ALUMINUM FENCE
PROPOSED WOOD FENCE
VEHICULAR STACKING ROUTE
SIGHT DISTANCE TRIANGLES:
IN ORDER TO MAINTAIN AN ACCEPTABLE AND SAFE LINE OF SIGHT FOR MOTOR VEHICLE DRIVERS, NO PARKING
SPACES, FENCES, WALLS, POSTS, LIGHTS, SHRUBS, TREES OR OTHER TYPE OF OBSTRUCTIONS NOT
SPECIFICALLY EXEMPTED SHALL BE PERMITTED IN THE SPACE BETWEEN THIRTY (30) INCHES AND ABOVE
GROUND LEVEL AND TEN (10) FEET ABOVE GROUND LEVEL WITHIN THE TRIANGULAR SIGHT DISTANCE.
APPROXIMATE LOCATION
OF 10' MULTI-USE TRAIL
PER CITY OF WILMINGTON
8'-0"
CL CL
6"
4'-6"
3"
5'
ALUMINUM FENCE
NOT TO SCALE
*DETAIL FOR REFERENCE ONLY. FINAL DESIGN TO MATCH EXISTING FENCE.
400' STACK 400' STACK
2x2 POST
1x1 RAILS
3/4 x 3/4 PICKETS
FINISH GRADE
ELEVATION VIEW
FIRE & LIFE SAFETY NOTES:
1. LANDSCAPE OR PARKING CONNOT BLOCK OR IMPEDE FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS
5' SIDEWALK
300 LF PROPOSED
WOOD FENCE - SEE
DETAIL THIS SHEET
ELEVATION VIEW
4"
10' WOOD SCREEN BUFFER FENCE
NOT TO SCALE
FINISH GRADE
8'-0"
CL CL
4x4 TREATED WOOD
POST SET IN CONCRETE
FOOTING
1x6 TREATED WOOD
PICKETS
2x6 CROSS BRACE
10'
PHASING
THE PROJECT IS PROPOSED TO BE COMPLETED IN ONE PHASE
SITE INFORMATION
PROJECT ADDRESS: 2525 WONDER WAY; 621, 703 & 705 SHIPYARD BLVD
WILMINGTON, NC 28403
OWNER INFORMATION: CORPORATION FOR INQUIRY, LLC
2525 WONDER WAY
WILMINGTON, NC 28401
TAX PARCEL IDENTIFICATION #: R06018-004-022-003 (2525 WONDER WAY)
RECORDED DEED BOOK: DB 6121 PG 2897
TAX PARCEL IDENTIFICATION #: R 06018-004-032-000 (621 SHIPYARD BLVD)
RECORDED DEED BOOK: DB 6233 PG 876
TAX PARCEL IDENTIFICATION #: R06018-004-033-000 (703 SHIPYARD BLVD)
RECORDED DEED BOOK: DB 4957 PG 2522
TAX PARCEL IDENTIFICATION #: R06018-004-0034-000 (705 SHIPYARD BLVD)
RECORDED DEED BOOK: DB 1481 PG 188
* RECOMBINATION WILL BE REQUIRED AND WILL BE PROVIDED PENDING REZONING APPROVAL
CURRENT ZONING: CS - COMMERCIAL SERVICE
O&I -1(CD) (2525 WONDER WAY)
EXISTING USE: SCHOOL (252 WONDER WAY)
RESIDENTIAL (621, 703 & 705 SHIPYARD BLVD)
PROPOSED ZONING: O&I-1(CD) (RECOMBINED PARCEL)
* REZONING IS PENDING. APPROVED CONDITIONS SHALL BE
ADDED TO PLANS WHEN FINAL
PROPOSED USE: PARKING LOT
TOTAL LOD / PROPOSED SITE AREA: ± 2.45 AC (106,722 SF)
FLOOD INFORMATION: THIS PARCEL IS LOCATED IN FLOOD ZONE X, WHICH IS NOT A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA FLOOD
PANEL 3720312600K, DATED AUGUST 28, 2018
CAMA LAND USE CLASSIFICATION: URBAN
SPECIAL HIGHWAY OVERLAY DISTRICT: THE SITE IS NOT LOCATED IN A SPECIAL HIGHWAY OVERLAY
DISTRICT
DIMENSIONAL REQUIREMENTS
O&I - OFFICE & INSTITUTIONAL
- MINIMUM LOT AREA: 15,000 SF
- MINIMUM LOT WIDTH: 80'
- MAXIMUM LOT COVERAGE: 40%
- MINIMUM FRONT SETBACK: 20'
- MINIMUM REAR SETBACK: 20', 25' WHEN ABUTTING RESIDENTIAL USE
- MINIMUM INTERIOR SIDE SETBACK: 10', 20' WHEN ABUTTING RESIDENTIAL USE
- MINIMUM CORNER LOT SIDE SETBACK: 20'
- MAXIMUM BUILDING HEIGHT: 45'
SITE PARKING
MINIMUM PARKING REQUIRED: 54 SPACES
MAXIMUM PARKING ALLOWED: 81 SPACES
TOTAL PARKING EXISTING: 58 SPACES
TOTAL PARKING PROVIDED: 84 SPACES
TOTAL PARKING PROPOSED: 144 SPACES
*AN ALTERNATIVE PARKING STUDY HAS BEEN SUBMITTED AND
IS CURRENTLY UNDER REVIEW
HANDICAP PARKING REQUIRED: 4 SPACES
HANDICAP PARKING PROVIDED: 4 SPACES
BICYCLE PARKING REQUIRED: 10 SPACES REQUIRED
8 EXISTING SPACES SHALL BE SUPPLEMENTED TO MEET
THE REQUIREMENT ON EXISTING SCHOOL SITE
BUILDING INFO
NO BUILDINGS ARE PROPOSED FOR THE SITE
IMPERVIOUS INFORMATION
EXISTING IMPERVIOUS AREA 3,400 SF
TO BE REMOVED
PROPOSED IMPERVIOUS AREA
TOTAL BUILDING (FOOTPRINT) 0 SF
ON-SITE PARKING & DRIVEWAYS PERVIOUS
ON-SITE SIDEWALKS 6,050 SF
ON-SITE CURB 1,500 SF
ON-SITE CONCRETE 800 SF
TOTAL PROPOSED IMP. AREA 8,350 SF (0.19 AC)
PROPOSED PERCENT IMPERVIOUS 8,350 / 106,722 = 7.8%
BUFFFER / SCREENING INFORMATION:
STREETYARD: O&I-1 MULTIPLIER = 18
(300 LF OF FRONTAGE - 24' OF DRIVEWAY) X 18 = 4,968
SF REQUIRED
4,968 SF / 600 SF = 8.28 OR 9 CANOPY TREES
50 SHRUBS (12" HGT. AT PLANTING)
SIDE BUFFER: A 10' DEEP BUFFER IS PROVIDED, PLANTED WITH A
DOUBLE ROW OF EVERGREEN SHRUBS PLANTED AT A
MINIMUM HEIGHT OF 36"
ACCESS FROM THE RESIDENTIAL PROPERTY TO THE
EAST IS PREVENTED WITH THE REQUIRED 10' BUFFER
FENCE.
SCREENING: ALL ITEMS REQUIRING SCREENING AS DEFINED BY
THE CITY OF WILMINGTON LDC TO BE SCREENED IN
ACCORDANCE WITH SECTION 18-504.
CURBING AND GUTTERS TO BE
REPLACED AS NECESSARY, TYP.
PROPOSED
RETAINING WALL -
SEE GRADING PLAN
PROPOSED
CONCRETE
SIDEWALK
400' CAR STACKING
DISTANCE AND
DIRECTION OF
TRAFFIC FLOW
DETECTIBLE
WARNING DOMES
ACCESSIBLE
ROUTE WITH 5%
MAXIMUM SLOPE
CONCRETE WHEEL
STOP, TYP.
WETLANDS
WETLAND DELINEATION IS IN PROGRESS AND WILL BE
PROVIDED UPON COMPLETION
FENCING
· PROPOSED FENCING DETAILS ARE SHOWN, THIS SHEET
· NO GATES ARE PROPOSED
TRASH
NO TRASH REMOVAL IS REQUIRED. EXISTING TRASH REMOVAL
EXISTS AT THE MAIN SCHOOL LOCATION
TREE REMOVAL
· TREES ARE INDICATED FOR RETENTION OR REMOVAL ON
LANDSCAPE / TREE REMOVAL PLAN, SHEET L-1.0
· A TREE REMOVAL PERMIT HAS BEEN SUBMITTED
DROP-OFF / PICK-UP
THE PROPOSED PARKING LOT DOES NOT ALLOW FOR
PASSENGER DROP-OFF OR PICK-UP.
LAO 36
LO 15
NAIL IN
CONC.
IPF
IPF
OAK 68
LO 48
LAO 40
OAK 24
LAO 24
LAO 14
SGUM
10
LAO 12
LAO 18
LO 18
LAO 10
LO 38
LO 12
TR
LO 38
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
IPF
IPF
IRF
IRS
IRS
IRS
IRS
IRS
OAK 18,14,20,18,14
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
LAO 24
CHR 7
DG 4
DG
4
DG
4
CHR 6
LAO 9
DG
8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
LAO 8
MAG
4
BGUM 4
BGU
M 6
BGUM 3
BGU
M 6
BGU
M 6
MAG
3
LO 27
LO 10
LO 12
PEAR 9
LO 30
DG
4
DG 6
WO
8
CHR 8
WO
8
WILL 7
LLP 12
LO 8
MAG
5
CAM 3
CAM 3
CHR 7
OAK 38
PNE 16
PNE 16
OAK 25
OAK 8
OAK 12
OAK 9
OAK 22
OAK 34
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG
5
IPF
46
46
45
45
45
45
45
45
45
4
4
4
4
44
44
4
3
4
3
4
3
43
4
3
42
4
2
4
24
2
4
1
4
1
4
1
41
4
1
4
1
4
1
4
1
4
1
4
1
4
0
4
0
40
4
0
4
0
3
9
3
9
3
9
3
9
3
9
3
8
3
8
3
8
3
8
3
7
3
7
3
7
3
7
3
6
3
6
3
6
3
6
3
5
35
3
5
3
5
3
5
34
34
34
33
3
3
3
3
32
3
2
3
2
3
1
31
3
1
30
30
BLO
CK
W
ALL-2'± H
IG
H
OAK 20
SHIPYARD BLVD - (U.S. 117)
(130' PUBLIC R/W)
SW 40.00
SW 40.04
SW 40.00
SW 39.50
SW 39.34
SW 39.00
SW 41.50
SW 32.00
SW 31.00
SW 31.75
SW 33.50
SW 31.83
SW 35.30
SW 37.90
SW 39.25
EP 38.95
TC 40.00
EP 39.50
SW 42.70
TC 42.50
EP 42.00
TC 40.70
EP 40.20
SW 42.58
TC 40.50
EP 40.00
SW 40.58
EP 38.95
SW 40.08EP 40.00
TC/SW 39.00
SW 39.25
SW 39.08
TC 39.00
EP 39.50
TC 40.00
EP 39.50
EP 39.25
TC 40.00
EP 39.50
TC 40.50
EP 40.00
TC 42.62
EP 42.12
TC 40.25
EP 39.75
TC 42.82
EP 42.22
SW 42.90
TC 41.82
EP 41.32
TC 42.62
EP 42.12
TC 42.20
EP 41.70
TC 41.90
EP 41.40
TC 42.80
EP 42.30
TC 41.70
EP 41.20
SW 41.90
TC 41.82
EP 41.32
TC 42.80
EP 42.30
EP 44.22
(EP 44.29)
(BC 44.81)
(EP 44.18)
(BC 44.88)
EP 44.28
TC/EP 43.50
TC/EP 43.50
TC 41.42
EP 40.92
TC 41.50
EP 41.00
TC 41.70
EP 41.20
TC 41.40
EP 40.90
TC 40.90
EP 40.40
TC 40.82
EP 40.32
TC 41.32
EP 40.82
TC 41.10
EP 40.60
TC 39.95
EP 39.45
TC 39.95
EP 39.45
TC 40.40
EP 39.90
TC 40.28
EP 39.78
SW 40.30
TC 39.95
EP 39.45
SW 39.50
(SW 31.96)
SW 34.42
SW 34.50
TOW 33.05
BOW 29.55
SW 32.98
SW 39.42
TOW 33.80
BOW 31.25
TOW 31.90
BOW 31.40
SW 37.42
SW 36.21
SW 34.99
SW 34.92
TOW 34.55
BOW 31.20
TOW 35.00
BOW 33.50
LAO 36
LO 15
NAIL IN
CONC.
IPF
IPF
OAK 68
LO 48
LAO 40
OAK 24
LAO 24
LAO 14
SGUM
10
LAO 12
LAO 18
LO 18
LAO 10
LO 38
LO 12
TR
LO 38
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
IPF
IPF
IRF
IRS
IRS
IRS
IRS
IRS
OAK 18,14,20,18,14
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
LAO 24
CHR 7
DG 4
DG
4
DG
4
CHR 6
LAO 9
DG
8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
LAO 8
MAG
4
BGUM 4
BGU
M 6
BGUM 3
BGU
M 6
BGU
M 6
MAG
3
LO 27
LO 10
LO 12
PEAR 9
LO 30
DG
4
DG 6
WO
8
CHR 8
WO
8
WILL 7
LLP 12
LO 8
MAG
5
CAM 3
CAM 3
CHR 7
OAK 38
PNE 16
PNE 16
OAK 25
OAK 8
OAK 12
OAK 9
OAK 22
OAK 34
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG
5
IPF
46
46
45
45
45
45
45
45
45
4
4
4
4
44
44
4
3
4
3
4
3
43
4
3
42
4
2
4
24
2
4
1
4
1
4
1
41
4
1
4
1
4
1
4
1
4
1
4
1
4
0
4
0
40
4
0
4
0
3
9
3
9
3
9
3
9
3
9
3
8
3
8
3
8
3
8
3
7
3
7
3
7
3
7
3
6
3
6
3
6
3
6
3
5
35
3
5
3
5
3
5
34
34
34
33
3
3
3
3
32
3
2
3
2
3
1
31
3
1
30
30
BLO
CK
W
ALL-2'± H
IG
H
OAK 20
SHIPYARD BLVD - (U.S. 117)
(130' PUBLIC R/W)
SW 40.00
SW 40.04
SW 40.00
SW 39.50
SW 39.34
SW 39.00
SW 41.50
SW 32.00
SW 31.00
SW 31.75
SW 33.50
SW 31.83
SW 35.30
SW 37.90
SW 39.25
EP 38.95
TC 40.00
EP 39.50
SW 42.70
TC 42.50
EP 42.00
TC 40.70
EP 40.20
SW 42.58
TC 40.50
EP 40.00
SW 40.58
EP 38.95
SW 40.08EP 40.00
TC/SW 39.00
SW 39.25
SW 39.08
TC 39.00
EP 39.50
TC 40.00
EP 39.50
EP 39.25
TC 40.00
EP 39.50
TC 40.50
EP 40.00
TC 42.62
EP 42.12
TC 40.25
EP 39.75
TC 42.82
EP 42.22
SW 42.90
TC 41.82
EP 41.32
TC 42.62
EP 42.12
TC 42.20
EP 41.70
TC 41.90
EP 41.40
TC 42.80
EP 42.30
TC 41.70
EP 41.20
SW 41.90
TC 41.82
EP 41.32
TC 42.80
EP 42.30
EP 44.22
(EP 44.29)
(BC 44.81)
(EP 44.18)
(BC 44.88)
EP 44.28
TC/EP 43.50
TC/EP 43.50
TC 41.42
EP 40.92
TC 41.50
EP 41.00
TC 41.70
EP 41.20
TC 41.40
EP 40.90
TC 40.90
EP 40.40
TC 40.82
EP 40.32
TC 41.32
EP 40.82
TC 41.10
EP 40.60
TC 39.95
EP 39.45
TC 39.95
EP 39.45
TC 40.40
EP 39.90
TC 40.28
EP 39.78
SW 40.30
TC 39.95
EP 39.45
SW 39.50
(SW 31.96)
SW 34.42
SW 34.50
TOW 33.05
BOW 29.55
SW 32.98
SW 39.42
TOW 33.80
BOW 31.25
TOW 31.90
BOW 31.40
SW 37.42
SW 36.21
SW 34.99
SW 34.92
TOW 34.55
BOW 31.20
TOW 35.00
BOW 33.50
LAO 36
LO 15
NAIL IN
CONC.
IPF
IPF
OAK 68
LO 48
LAO 40
OAK 24
LAO 24
LAO 14
SGUM
10
LAO 12
LAO 18
LO 18
LAO 10
LO 38
LO 12
TR
LO 38
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
IPF
IPF
IRF
IRS
IRS
IRS
IRS
IRS
OAK 18,14,20,18,14
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
LAO 24
CHR 7
DG 4
DG
4
DG
4
CHR 6
LAO 9
DG
8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
LAO 8
MAG
4
BGUM 4
BGU
M 6
BGUM 3
BGU
M 6
BGU
M 6
MAG
3
LO 27
LO 10
LO 12
PEAR 9
LO 30
DG
4
DG 6
WO
8
CHR 8
WO
8
WILL 7
LLP 12
LO 8
MAG
5
CAM 3
CAM 3
CHR 7
OAK 38
PNE 16
PNE 16
OAK 25
OAK 8
OAK 12
OAK 9
OAK 22
OAK 34
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG
5
IPF
46
46
45
45
45
45
45
45
45
4
4
4
4
44
44
4
3
4
3
4
3
43
4
3
42
4
2
4
24
2
4
1
4
1
4
1
41
4
1
4
1
4
1
4
1
4
1
4
1
4
0
4
0
40
4
0
4
0
3
9
3
9
3
9
3
9
3
9
3
8
3
8
3
8
3
8
3
7
3
7
3
7
3
7
3
6
3
6
3
6
3
6
3
5
35
3
5
3
5
3
5
34
34
34
33
3
3
3
3
32
3
2
3
2
3
1
31
3
1
30
30
BLO
CK
W
ALL-2'± H
IG
H
OAK 20
SHIPYARD BLVD - (U.S. 117)
(130' PUBLIC R/W)
SW 40.00
SW 40.04
SW 40.00
SW 39.50
SW 39.34
SW 39.00
SW 41.50
SW 32.00
SW 31.00
SW 31.75
SW 33.50
SW 31.83
SW 35.30
SW 37.90
SW 39.25
EP 38.95
TC 40.00
EP 39.50
SW 42.70
TC 42.50
EP 42.00
TC 40.70
EP 40.20
SW 42.58
TC 40.50
EP 40.00
SW 40.58
EP 38.95
SW 40.08EP 40.00
TC/SW 39.00
SW 39.25
SW 39.08
TC 39.00
EP 39.50
TC 40.00
EP 39.50
EP 39.25
TC 40.00
EP 39.50
TC 40.50
EP 40.00
TC 42.62
EP 42.12
TC 40.25
EP 39.75
TC 42.82
EP 42.22
SW 42.90
TC 41.82
EP 41.32
TC 42.62
EP 42.12
TC 42.20
EP 41.70
TC 41.90
EP 41.40
TC 42.80
EP 42.30
TC 41.70
EP 41.20
SW 41.90
TC 41.82
EP 41.32
TC 42.80
EP 42.30
EP 44.22
(EP 44.29)
(BC 44.81)
(EP 44.18)
(BC 44.88)
EP 44.28
TC/EP 43.50
TC/EP 43.50
TC 41.42
EP 40.92
TC 41.50
EP 41.00
TC 41.70
EP 41.20
TC 41.40
EP 40.90
TC 40.90
EP 40.40
TC 40.82
EP 40.32
TC 41.32
EP 40.82
TC 41.10
EP 40.60
TC 39.95
EP 39.45
TC 39.95
EP 39.45
TC 40.40
EP 39.90
TC 40.28
EP 39.78
SW 40.30
TC 39.95
EP 39.45
SW 39.50
(SW 31.96)
SW 34.42
SW 34.50
TOW 33.05
BOW 29.55
SW 32.98
SW 39.42
TOW 33.80
BOW 31.25
TOW 31.90
BOW 31.40
SW 37.42
SW 36.21
SW 34.99
SW 34.92
TOW 34.55
BOW 31.20
TOW 35.00
BOW 33.50
LAO 36
LO 15
NAIL IN
CONC.
IPF
IPF
OAK 68
LO 48
LAO 40
OAK 24
LAO 24
LAO 14
SGUM
10
LAO 12
LAO 18
LO 18
LAO 10
LO 38
LO 12
TR
LO 38
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
IPF
IPF
IRF
IRS
IRS
IRS
IRS
IRS
OAK 18,14,20,18,14
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
LAO 24
CHR 7
DG 4
DG
4
DG
4
CHR 6
LAO 9
DG
8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
LAO 8
MAG
4
BGUM 4
BGU
M 6
BGUM 3
BGU
M 6
BGU
M 6
MAG
3
LO 27
LO 10
LO 12
PEAR 9
LO 30
DG
4
DG 6
WO
8
CHR 8
WO
8
WILL 7
LLP 12
LO 8
MAG
5
CAM 3
CAM 3
CHR 7
OAK 38
PNE 16
PNE 16
OAK 25
OAK 8
OAK 12
OAK 9
OAK 22
OAK 34
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG
5
IPF
46
46
45
45
45
45
45
45
45
4
4
4
4
44
44
4
3
4
3
4
3
43
4
3
42
4
2
4
24
2
4
1
4
1
4
1
41
4
1
4
1
4
1
4
1
4
1
4
1
4
0
4
0
40
4
0
4
0
3
9
3
9
3
9
3
9
3
9
3
8
3
8
3
8
3
8
3
7
3
7
3
7
3
7
3
6
3
6
3
6
3
6
3
5
35
3
5
3
5
3
5
34
34
34
33
3
3
3
3
32
3
2
3
2
3
1
31
3
1
30
30
BLO
CK
W
ALL-2'± H
IG
H
OAK 20
SHIPYARD BLVD - (U.S. 117)
(130' PUBLIC R/W)
SW 40.00
SW 40.04
SW 40.00
SW 39.50
SW 39.34
SW 39.00
SW 41.50
SW 32.00
SW 31.00
SW 31.75
SW 33.50
SW 31.83
SW 35.30
SW 37.90
SW 39.25
EP 38.95
TC 40.00
EP 39.50
SW 42.70
TC 42.50
EP 42.00
TC 40.70
EP 40.20
SW 42.58
TC 40.50
EP 40.00
SW 40.58
EP 38.95
SW 40.08EP 40.00
TC/SW 39.00
SW 39.25
SW 39.08
TC 39.00
EP 39.50
TC 40.00
EP 39.50
EP 39.25
TC 40.00
EP 39.50
TC 40.50
EP 40.00
TC 42.62
EP 42.12
TC 40.25
EP 39.75
TC 42.82
EP 42.22
SW 42.90
TC 41.82
EP 41.32
TC 42.62
EP 42.12
TC 42.20
EP 41.70
TC 41.90
EP 41.40
TC 42.80
EP 42.30
TC 41.70
EP 41.20
SW 41.90
TC 41.82
EP 41.32
TC 42.80
EP 42.30
EP 44.22
(EP 44.29)
(BC 44.81)
(EP 44.18)
(BC 44.88)
EP 44.28
TC/EP 43.50
TC/EP 43.50
TC 41.42
EP 40.92
TC 41.50
EP 41.00
TC 41.70
EP 41.20
TC 41.40
EP 40.90
TC 40.90
EP 40.40
TC 40.82
EP 40.32
TC 41.32
EP 40.82
TC 41.10
EP 40.60
TC 39.95
EP 39.45
TC 39.95
EP 39.45
TC 40.40
EP 39.90
TC 40.28
EP 39.78
SW 40.30
TC 39.95
EP 39.45
SW 39.50
(SW 31.96)
SW 34.42
SW 34.50
TOW 33.05
BOW 29.55
SW 32.98
SW 39.42
TOW 33.80
BOW 31.25
TOW 31.90
BOW 31.40
SW 37.42
SW 36.21
SW 34.99
SW 34.92
TOW 34.55
BOW 31.20
TOW 35.00
BOW 33.50
4
.8
%
4
.
8
%
4
.
8
%
1
.
8
%
3.0+
/- %
DA
TE
:
SC
ALE
:
DE
SIG
NE
D:
DR
AW
N:
CH
EC
KE
D:
PEI JOB#:
CO
NC
EP
TU
AL LA
YO
UT
:
PR
ELIM
IN
AR
Y LA
YO
UT
:
FIN
AL D
ES
IG
N:
RE
LE
AS
ED
F
OR
C
ON
ST
:
PR
OJE
CT
S
TA
TU
S
RE
VIS
IO
NS
:
DR
AW
IN
G IN
FO
RM
AT
IO
N
SEAL
CLIE
NT
IN
FO
RM
AT
IO
N:
122
Cin
ema
Dri
veW
ilmin
gto
n, N
ort
h C
aro
lina
2840
3(9
10)
791-
6707
(O
) (9
10)
791-
6760
(F
)N
C L
icen
se #
: C-2
846
FIN
AL
DE
SIG
N -
NO
T R
EL
EA
SED
FO
R C
ON
STR
UC
TIO
N
CA
PE
FE
AR
CE
NT
ER
FO
R I
NQ
UIR
YP
AR
KIN
G L
OT
AD
DIT
ION
WIL
MIN
GT
ON
, N
OR
TH
CA
RO
LIN
A
18365.PE
CO
RPO
RA
TIO
N F
OR
IN
QU
IRY
, LLC
2525 W
ON
DE
R W
AY
WIL
MIN
GT
ON
, N
C
GR
AD
ING
AN
D D
RA
INA
GE
PL
AN
AN
D D
ET
AIL
S
C-3.0
07/24/19
1" =
20'
JB
S
JR
C
TG
C
N O R T H
0
SCALE:
20' 40' 60'
1" = 20'
VICINITY MAP
(NOT TO SCALE)
SITE
SHIPYARD BLVD
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
W
O
N
D
E
R
W
A
Y
W
E
L
L
I
N
G
T
O
N
A
V
E
TR
OY
D
R
H
O
L
B
R
O
O
K
A
V
E
M
E
D
I
C
A
L
C
E
N
T
E
R
D
R
I
V
E
SITE INFORMATION
PROJECT ADDRESS: 2525 WONDER WAY,703 & 705 SHIPYARD BLVD
WILMINGTON, NC 28403
OWNER INFORMATION:
CORPORATION FOR INQUIRY, LLC 2525 WONDER WAY
WILMINGTON, NC 28401
703 SHIPYARD BLVD ALATORRE FAMILY
703 SHIPYARD BLVD
WILMINGTON, NC 28401
705 SHIPYARD BLVD RITA COVIL
705 SHIPYARD BLVD
WILMINGTON, NC 28401
TAX PARCEL IDENTIFICATION #: R06018-004-022-003 (2525 WONDER WAY)
RECORDED DEED BOOK: DB 6121 PG 2897
TAX PARCEL IDENTIFICATION #: R06018-004-033-000 (703 SHIPYARD BLVD)
RECORDED DEED BOOK: DB 4957 PG 2522
TAX PARCEL IDENTIFICATION #: R06018-004-0034-000 (705 SHIPYARD BLVD)
RECORDED DEED BOOK: DB 1481 PG 188
CURRENT ZONING: CS - COMMERCIAL SERVICE
O&I -1(CD) (2525 WONDER WAY)
EXISTING USE: RESIDENTIAL
PROPOSED USE: PARKING LOT
TOTAL SITE AREA: ± 1.1 ACRES (47,954 SF)
FLOOD INFORMATION: THIS PARCEL IS LOCATED IN FLOOD ZONE X, WHICH IS
NOT A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY
FEMA FLOOD PANEL 3720312600K, DATED AUGUST 28, 2018
CAMA LAND USE CLASSIFICATION: URBAN
SPECIAL HIGHWAY OVERLAY DISTRICT: THE SITE IS NOT LOCATED IN A SPECIAL HIGHWAY OVERLAY
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
E
X
IS
T
IN
G
P
A
R
K
IN
G
SIGHT DISTANCE TRIANGLES:
IN ORDER TO MAINTAIN AN ACCEPTABLE AND SAFE LINE OF SIGHT FOR
MOTOR VEHICLE DRIVERS, NO PARKING SPACES, FENCES, WALLS, POSTS,
LIGHTS, SHRUBS, TREES OR OTHER TYPE OF OBSTRUCTIONS NOT
SPECIFICALLY EXEMPTED SHALL BE PERMITTED IN THE SPACE BETWEEN
THIRTY (30) INCHES AND ABOVE GROUND LEVEL AND TEN (10) FEET
ABOVE GROUND LEVEL WITHIN THE TRIANGULAR SIGHT DISTANCE.
CITY OF WILMINGTON LAND DEVELOPMENT CODE SECTION 18-556
7
2
1
1
2
BELGARD AQUALINE PERMEABLE PAVER (3-1/8")*
1A
3
3
2" BEDDING COURSE - ASTM #8 AGGREGATE
4" BEDDING COURSE- ASTM #57 AGGREGATE
4"
4
5MIRFAI 160N NONWOVEN GEOTEXTILE
6SUBGRADE COMPACTERD PER GEOTECH REPORT
6
46" SUBBASE COURSE- ASTM #2 OR #3 AGGREGATE
XXXXXXXXX
5
*OWNER SHALL DETERMINE COLOR
718" CURB AND GUTTER (SEE DETAILS)
1AJOINT MATERIAL NO. 8, 89, OR 9 STONE
7
2
1
1
2
BELGARD AQUALINE PERMEABLE PAVER (3-1/8")*
1A
3
3
2" BEDDING COURSE - ASTM #8 AGGREGATE
6" BEDDING COURSE- ASTM #57 AGGREGATE
5MIRFAI 140N NONWOVEN GEOTEXTILE
6SUBGRADE COMPACTERD PER GEOTECH REPORT
6
XXXXXXXXX
5
*OWNER SHALL DETERMINE COLOR
718" CURB AND GUTTER (SEE DETAILS)
1AJOINT MATERIAL NO. 8, 89, OR 9 STONE
PARKING SPACE PAVER SECTION (LIGHT)
NOT TO SCALE
DRIVE AISLE PAVER SECTION (HEAVY DUTY)
NOT TO SCALE
1.) THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA TO PROVIDE ACCURATE
REPRODUCIBLE AS-BUILT DRAWINGS OF THE WET DETENTION BASIN, COLLECTION SYSTEM, AND IMPERVIOUS AREA ON THE
SITE TO THE ENGINEER & OWNER UPON COMPLETION OF CONSTRUCTION. UPON CERTIFICATION BY THE ENGINEER AND
VERIFICATION FROM THE OWNER ANY DISCREPANCIES WILL BE INDICATED, THEN THESE PLANS SHALL BE RETURNED TO THE
CONTRACTOR FOR CORRECTION PRIOR TO FINAL PAYMENT AND FINAL INSPECTION.
AS-BUILT STORMWATER RULE [15A NCAC 02H.1044]:
1.) THE STORMWATER SYSTEM AND ANY DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE PROPERTY
OWNER OR POA, INCLUDING PERMEABLE PAVEMENTS, PIPES, INFILTRATION TRENCHES, ETC. AS PERMITTED WITH THE
STATE AND/OR CITY OF WILMINGTON.
2.) ALL ROOF LEADERS MUST DRAIN TO THE DESIGNED PERMEABLE PAVEMENT AREAS THROUGH SURFACE RUNOFF OR
PIPED UNDERNEATH THE PAVEMENT INTO THE #57 STONE BASED.
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
4.) NO PROPOSED ROOF DRAIN PLANS HAVE BEEN PROVIDED, SO IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY LOCATIONS AND CONSTRUCTIBILITY PRIOR TO STARTING WORK. ROOF DRAINAGE MUST DRAIN INTO
PERMEABLE PAVEMENT AS NOTED ABOVE.
5.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO
MATCH PROPOSED GRADES.
6.) THE CONTRACTOR SHALL USE STORM PIPE PER THE SPECIFICATIONS (TYPICALLY CONCRETE OR HP PIPE). EITHER
WAY THE CONTRACTOR SHALL FOLLOW THE TRENCH DETAILS AND SPECIFICATIONS, AND THE PIPE MANUFACTURER
SPECIFICATIONS.
GENERAL DRAINGE & STORMWATER NOTES:
CB = CATCH BASIN
DCB = DOUBLE CATCH BASIN
DI = DROP INLET
DDI = DOUBLE DROP INLET
YI = YARD INLET
MH = STORM MANHOLE
BC/TC = TOP OF CURB ELEVATION
GC = GUTTER CURB (FLOW LINE) ELEVATION
CC = CURB CUT (FLUME) ELEVATION
PG = PROPOSED GRADE (GROUND)
GVL = PROPOSED GRAVEL GRADES
PV = PROPOSED PAVEMENT
EP = EDGE OF PAVEMENT
EC = EDGE OF CONCRETE
TOW = TOP OF WALL ELEVATION
BOW= BOTTOM OF WALL ELEVATION
(EG) = EXISTING GRADE
(XX) = EXISTING ELEVATIONS, TYP.
SPOT GRADE LEGEND:
RETAINING WALL
LOW-PROFILE
WITH GUARD-RAIL
CONTRACTOR SHALL
SUBMIT SHOP DRAWING
TO ENGINEER
FRO APPROVAL
FUTURE
MULTI-USE PATH
FENCE, TYP.
(SEE LANDSCAPE
DETAILS)
SIDEWALK, TYP.
(SEE DETAILS)
18" CURB AND
GUTTER, TYP.
(SEE DETAILS)
SIDEWALK, TYP.
(SEE DETAILS)
PERVIOUS PAVERS
DRIVE AISLE SECTION
(SEE DETAILS)
PERVIOUS PAVERS
PARKING SECTION
(SEE DETAILS)
PROPOSED CITY
DRIVEWAY APRON
(SEE DETAILS)
SIDEWALK
FLUSH WITH
ACCESSIBLE
PARKING SPACES
ENSURE EASY ACCESS
WASHED #57
6" PERFORATED SCH 40
PVC OBSERVATION
WELL. SEE PLAN FOR
LOCATION. (MIN. 24"
DEEP INTO EXISTING
SOIL)
TRAFFIC RATED VALVE
BOX COVER
3"
X X X X
GRID PAVER
24"
OBSERVATION PORT DETAILNOT TO SCALE
(3) OBSERVATION
PORT DETAILS, TYP.
(SEE DETAILS)
6" PVC CAP
FOR SCHOOL TEACHERS
EXISTING
DRIVEWAYS
TO BE CLOSED
WITH MATCHING
EXISTING CRUBS
EXISTING DRIVEWAYS
TO BE CLOSED WITH
MATCHING EXISTING CURBS
DE
TA
ILS
C-4.0
02/04/2020
NA
MN
MN
JB
DA
TE
:
SC
ALE
:
DE
SIG
NE
D:
DR
AW
N:
CH
EC
KE
D:
PEI JOB#:
CO
NC
EP
TU
AL LA
YO
UT
:
PR
ELIM
IN
AR
Y LA
YO
UT
:
FIN
AL D
ES
IG
N:
RE
LE
AS
ED
F
OR
C
ON
ST
:
PR
OJE
CT
S
TA
TU
S
RE
VIS
IO
NS
:
DR
AW
IN
G IN
FO
RM
AT
IO
N
SEAL
CLIE
NT
IN
FO
RM
AT
IO
N:
122
Cin
ema
Dri
veW
ilmin
gto
n, N
ort
h C
aro
lina
2840
3(9
10)
791-
6707
(O
) (9
10)
791-
6760
(F
)N
C L
icen
se #
: C-2
846
FIN
AL
DE
SIG
N -
NO
T R
EL
EA
SED
FO
R C
ON
STR
UC
TIO
N
CA
PE
FE
AR
CE
NT
ER
FO
R I
NQ
UIR
YP
AR
KIN
G L
OT
AD
DIT
ION
WIL
MIN
GT
ON
, N
OR
TH
CA
RO
LIN
A
18365.PE
CO
RPO
RA
TIO
N F
OR
IN
QU
IRY
, LLC
2525 W
ON
DE
R W
AY
WIL
MIN
GT
ON
, N
C
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
1. SYMBOL TO BE PAINTED
(HIGHWAY GRADE) YELLOW PER
ACCESSIBILITY STANDARDS.
1
0
"
5
"
20"
5"
5"
5"
20
"
5
"
6
"
1
8
"
12"
12
'-0
" T
O
SID
EW
AL
K
HANDICAPPED PARKING SYMBOLNOT TO SCALE
2'
VARIABLE
BASE DIAMETER TO
BE 0.90"R - 1.40"R
TOP DIAMETER TO BE NO
LESS THAN 50% TO NO
MORE THAN 60% OF THE
BASE DIAMETER
0.90" TO 1.40"
0.65" MIN
0.20"
1.6" TO 2.4"
DETECTABLE WARNING MATNOT TO SCALE
WHEELCHAIR RAMP - TYPE 1NOT TO SCALE
R
A
M
P
(
8
.
3
3
%
M
A
X
S
L
O
P
E
)
LANDING
(2.00% MAX SLOPE)
LANDING
(2.00% MAX SLOPE)
DETECTABLE
WARNING SURFACE
PER ADA/ANSI 705
5
'
M
I
N
.
5
'
M
I
N
.
V
A
R
I
E
S
(
S
E
E
P
L
A
N
)
A
A
17'
6'5'
CURB
SIDEWALK
SECTION A-A
PAVEMENT
5'
12:1 MAX.
5'X5' LANDING
DETECTABLE
WARNING MAT
(SEE DETAIL)
10:1 MAX
NOT TO SCALE
4"
1
'
-
0
'
'
6"
1
'
-
0
'
'
6
'
-
0
'
'
FORMED HOLE FOR #4
REINFORCING BAR 2' MIN.
LENGTH (TYP. EA. PARKING
CHOCK) DRIVE REBAR FLUSH
WITH TOP OF CHOCK.
STANDARD PRECAST
CONCRETE PARKING CHOCK
CONCRETE WHEEL STOPNOT TO SCALE
TYPE 2 - WHEELCHAIR RAMP (DROP CURB)NOT TO SCALE
1'-0
"
1'-6"
0'-5"
1"
1'-0"
1"R
1
2
"R
1
1
4
"R
0'-6
"
0'-5
.5
0"
0'-6
.0
"
NOT TO SCALE
18" CURB AND GUTTER (STD. & SPILL)
LAO 36
LO 14
LO 15
OAK 68
LO 48
LAO 16,28
LAO 40
OAK 24
LAO 24
LAO 14
SGUM
10
LAO 12
LAO 18
LO 18
LAO 10
LO 16
LAO 24
LO 16
LO 38
LO 12
TR
LO 38
LO 14
LLP 14
LAO 14
LAO 12
LO 10
LAO 14
LO 18
LP 14
LO 12
LP 14
LP 18
LO 36
LO 44
LO 24,18
OAK 18,14,20,18,14
LAO 20
LAO 18
LO 12
LAO 19
LAO 24
LO 20
CHR 12
LO 22
LAO 24
CHR 7
DG
4
DG 4
DG 4
CHR 6
LAO 9
DG 8
LAO 29
LAO 16
LAO 8
LO 11
LO 18
MAG 10
MAG 12
PEC 13
LAO 8
MAG
4
BGU
M 4
BGU
M 6
BGUM 3
BGU
M 6
BGUM 6
MAG
3
LO 27
LO 10
LO 12
PEAR 10
PEAR 9
CED 16
LO 30
MAP 9
MAP 11
DG
4
DG
6
WO
8
CHR 8
WO
8
WILL 7
LLP 12
LO 8
MA
G 5
CAM 3
CAM 3
CHR 7
OAK 38
PNE 16
PNE 20
OAK 8
OAK 14
PNE 16
OAK 25
PNE 19
OAK 8
OAK 12
OAK 9
OAK 22
OAK 32
OAK 16
OAK 14
OAK 14
OAK 34
OAK 12
OAK 15
OAK 18
OAK 9
OAK 18
OAK 18
MAG
5
BLO
CK
W
ALL-2'± H
IG
H
OAK 20
X
XX
X
XX
X
X
XX
X
X
X
XX
X
X
X
XX
X
X
X
SHIPYARD BLVD - (U.S. 117)
(130' PUBLIC R/W)
14
13
8
16
6
10
17
L
O
D
LO
D
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
DLO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
4,287 SF
EXISTING
SHADE
1,669 SF
EXISTING
SHADE
PR
OP
OS
ED
10' B
UF
FE
R/ F
EN
CE
277 SF
EXISTING
SHADE
1,835 SF
EXISTING
SHADE
2,157 SF
EXISTING
SHADE
424 SF
EXISTING
SHADE
759 SF
EXISTING
SHADE
24'
492 SF
EXISTING
SHADE
399 SF
377 SF
337 SF
592 SF
337 SF
303 SF
370 SF
963 SF
125 SF
STREETYARD
275 SF
STREETYARD
3,077 SF
STREETYARD
91 SF
(15%)
DA
TE
:
SC
ALE
:
DE
SIG
NE
D:
DR
AW
N:
CH
EC
KE
D:
PEI JOB#:
CO
NC
EP
TU
AL LA
YO
UT
:
PR
ELIM
IN
AR
Y LA
YO
UT
:
FIN
AL D
ES
IG
N:
RE
LE
AS
ED
F
OR
C
ON
ST
:
PR
OJE
CT
S
TA
TU
S
RE
VIS
IO
NS
:
DR
AW
IN
G IN
FO
RM
AT
IO
N
SEAL
CLIE
NT
IN
FO
RM
AT
IO
N:
122
Cin
ema
Dri
veW
ilmin
gto
n, N
ort
h C
aro
lina
2840
3(9
10)
791-
6707
(O
) (9
10)
791-
6760
(F
)N
C L
icen
se #
: C-2
846
FIN
AL
DE
SIG
N -
NO
T R
EL
EA
SED
FO
R C
ON
STR
UC
TIO
N
CA
PE
FE
AR
CE
NT
ER
FO
R I
NQ
UIR
YP
AR
KIN
G L
OT
AD
DIT
ION
WIL
MIN
GT
ON
, N
OR
TH
CA
RO
LIN
A
18365.PE
CO
RPO
RA
TIO
N F
OR
IN
QU
IRY
, LLC
2525 W
ON
DE
R W
AY
WIL
MIN
GT
ON
, N
C
LA
ND
SCA
PE
/ T
RE
E R
EM
OV
AL
PL
AN
MIN
OR
SIT
E P
LA
N
L-1.0
04.15.20
1" =
20'
JR
C
JR
C
TG
C
N O R T H
0
SCALE:
20' 40' 60'
1" = 20'
VICINITY MAP
(NOT TO SCALE)
SITE
SHIPYARD BLVD
C
A
R
O
L
I
N
A
B
E
A
C
H
R
D
W
O
N
D
E
R
W
A
Y
W
E
L
L
I
N
G
T
O
N
A
V
E
TR
OY
D
R
H
O
L
B
R
O
O
K
A
V
E
M
E
D
I
C
A
L
C
E
N
T
E
R
D
R
I
V
E
TREE REMOVAL NOTES:
1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED
AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES
ARE PERMITTED WITHIN TREE PROTECTION FENCING.
2. ALL TREES TO BE REMOVED SHALL BE DUE TO ESSENTIAL SITE IMPROVEMENTS. MITIGATION FOR ANY TREE REMOVAL
SHALL ONLY BE APPLICABLE TO SIGNIFICANT TREES REMOVED.
TREE MITIGATION NOTES:
1. EXISTING TREES TO REMAIN WILL COUNT TOWARD CREDIT AGAINST MITIGATION AS PER TABLE 1 'CREDIT FOR
PRESERVED TREES' IN SECTION 18-448 OF THE CITY OF WILMINGTON LDC.
2. NO CREDIT WAS TAKEN FOR EXISTING TREES TO REMAIN LOCATED WITHIN THE BUFFERS
3. TREE PROTECTION FENCING WILL BE INSTALLED AS PER CITY OF WILMINGTON STANDARDS AND BE PRESENT BEFORE
AND DURING CONSTRUCTION TO PREVENT EQUIPMENT AND PERSONNEL FROM DAMAGING PRESERVED TREES.
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Planning
Traffic
Fire
Date:____________ Permit #___________________
Signed: ____________________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
10' WOOD FENCE
EXISTING TREE TO BE
REMOVED, TYP.
E
X
IS
T
IN
G
P
A
R
K
IN
G
SITE MAP
(1" = 200')
SHIPYARD BLVD
W
O
N
D
E
R
W
A
Y
CAPE FEAR CENTER FOR INQUIRY
SITE
EXISTING TREE TO REMAIN, TYP.
CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE
LO 17 Quercus virginiana
Southern Live Oak
2.5" cal
SMALL EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE
LG8 8 Magnolia g. `Little Gem`
Dwarf Southern Magnolia
8` H
SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER
DYH 137 Ilex vomitoria `Nana`
Dwarf Yaupon
3` H min.
LIG 213 Ligustrum j. `East Bay`
East Bay Ligustrum
3` H min.
PLANT SCHEDULE
REQUIRED STREETYARD
2,928 /600 4.88 OR 5 CANOPY TREES REQ.
4.88 X 6 = 29.28 OR 30 SHRUBS REQ.
A 10' DEEP BUFFER IS PROVIDED, (3,020 SF)
SHRUBS PLANTED WITH DOUBLE ROW AT A
MINIMUM HEIGHT OF 36"
SIGHT DISTANCE TRIANGLES:
IN ORDER TO MAINTAIN AN ACCEPTABLE AND SAFE LINE OF SIGHT FOR MOTOR VEHICLE DRIVERS, NO PARKING
SPACES, FENCES, WALLS, POSTS, LIGHTS, SHRUBS, TREES OR OTHER TYPE OF OBSTRUCTIONS NOT SPECIFICALLY
EXEMPTED SHALL BE PERMITTED IN THE SPACE BETWEEN THIRTY (30) INCHES AND ABOVE GROUND LEVEL AND TEN
(10) FEET ABOVE GROUND LEVEL WITHIN THE TRIANGULAR SIGHT DISTANCE.
CITY OF WILMINGTON LAND DEVELOPMENT CODE SECTION 18-556
ADJACENT DRIVEWAY
SEE EXISTING CONDITIONS
PLAN FOR ALL ADJACENT
DRIVEWAY LOCATIONS
10' WIDE DOUBLE ROW LIGUSTRUM
STREETYARD PLANTING TO ALSO
SATISFY PARKING LOT LOW BUFFER
REQUIREMENT
APPROXIMATE LOCATION
OF 10' MULTI-USE TRAIL
PER CITY OF WILMINGTON
20'x70' SIGHT TRIANGLE
SITE INFORMATION
PROJECT ADDRESS: 2525 WONDER WAY; 621, 703 & 705 SHIPYARD BLVD
WILMINGTON, NC 28403
OWNER INFORMATION: CORPORATION FOR INQUIRY, LLC
2525 WONDER WAY
WILMINGTON, NC 28401
TAX PARCEL IDENTIFICATION #: R06018-004-022-003 (2525 WONDER WAY)
RECORDED DEED BOOK: DB 6121 PG 2897
TAX PARCEL IDENTIFICATION #: R 06018-004-032-000 (621 SHIPYARD BLVD)
RECORDED DEED BOOK: DB 6233 PG 876
TAX PARCEL IDENTIFICATION #: R06018-004-033-000 (703 SHIPYARD BLVD)
RECORDED DEED BOOK: DB 4957 PG 2522
TAX PARCEL IDENTIFICATION #: R06018-004-0034-000 (705 SHIPYARD BLVD)
RECORDED DEED BOOK: DB 1481 PG 188
CURRENT ZONING: CS - COMMERCIAL SERVICE
O&I -1(CD) (2525 WONDER WAY)
EXISTING USE: SCHOOL (2525 WONDER WAY)
RESIDENTIAL (621, 703 & 705 SHIPYARD BLVD)
PROPOSED ZONING: O&I-1(CD) (RECOMBINED PARCEL)
PROPOSED USE: PARKING LOT
TOTAL PROPOSED SITE AREA: ± 6.665 AC
± 5.076 AC (2525 WONDER WAY)
± 0.509 ACRES (621 SHIPYARD)
± 0.537 ACRES (703 SHIPYARD)
± 0.563 ACRES (705 SHIPYARD)
FLOOD INFORMATION: THIS PARCEL IS LOCATED IN FLOOD ZONE X, WHICH IS NOT A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA FLOOD PANEL 3720312600K, DATED
AUGUST 28, 2018
CAMA LAND USE CLASSIFICATION: URBAN
SPECIAL HIGHWAY OVERLAY DISTRICT: THE SITE IS NOT LOCATED IN A SPECIAL HIGHWAY OVERLAY DISTRICT
BUFFFER / SCREENING INFORMATION:
EAST SIDE BUFFER: A 10' DEEP BUFFER IS PROVIDED, PLANTED WITH A DOUBLE ROW OF
EVERGREEN SHRUBS PLANTED AT A MINIMUM HEIGHT OF 36".
ACCESS FROM THE RESIDENTIAL PROPERTY TO THE EAST IS
PREVENTED WITH THE REQUIRED 10' BUFFER FENCE.
WEST SIDE PERIMETER: PER 18-482, 174' REQUIRES 7 TREES. 8 ARE PROVIDED.
SCREENING: ALL ITEMS REQUIRING SCREENING AS DEFINED BY THE CITY OF
WILMINGTON LDC TO BE SCREENED IN ACCORDANCE WITH SECTION
18-504.
STREETYARD CALCULATIONS:REQUIRED PROVIDED
REQUIRED SF = 18 x (300-24) 4,968 SF
MULTI-USE PATH IN STREETYARD 2,040 SF
MODIFIED REQUIRED SF 2,928 SF 3,477 SF
2,928 / 600 = 4.88 OR 5
1 TREE / 600 SF = 5 TREES 7 TREES
6 SHRUBS / 600 SF = 30 SHRUBS 123 SHRUBS
IMPERVIOUS SURFACE 15% MAX 1.6% (48 SF)
IMPERVIOUS SURFACE PLANTING CALCULATIONS:
8,350 SF IMPERVIOUS SURFACE REQUIRED PROVIDED
40% INTERIOR SHADING REQUIRED
8,350 X 20% 1,670 SF
EXISTING TREES 11,625 SF
CANOPY TREES
3 X 707 = 2,121 SF 2,121 SF
TOTAL INTERIOR SHADING PROVIDED 13,746 SF (164%)
OVERALL SITE TREE PLANTING REQUIREMENTS
REQUIRED PROVIDED
6.65 AC X (15) 2.5" TREES / AC = 133 100
REQUIRED MITIGATION TREES 91
191 TOTAL
TREE PLANTING (BUFFER, STREETYARD, PARKING LOT) 17
RETAINED TREE CREDIT 184
191 TOTAL
STREETYARD NOTES:
1. ALL SHRUBS TO BE A MINIMUM OF 12" HEIGHT AT TIME OF PLANTING.
BUFFERYARD NOTES:
1. ALL SHRUBS TO BE A MINIMUM OF 36" HEIGHT AT TIME OF PLANTING.
2. ALL PLANTING WILL PROVIDE ONE HUNDRED (100) PERCENT OPACITY FROM GROUND TO A HEIGHT OF 6' WITHIN
THREE YEARS OF PLANTING.
20'x70' SIGHT TRIANGLE
MEMO SUBMITTED TO REQUEST BUFFER
REDUCTION FROM SEC. 18-499
CORPORATION FOR INQUIRY INC
2525 WONDER WAY
PARID: R06018-004-022-003
ZONING: O&I-1-OFFICE & INSTITUTION (GENERAL)
LAND USE: 821-EDUCATIONAL
DB 6121 PG 2897
GARRETT RUBY ETAL
713 SHIPYARD BLV
PARID: R06018-004-035-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 10-1 FAM RES
DB 6153 PG 1758
WILLIE STARGELL OFFICE PRK ASSN
609 SHIPYARD BLV
PARID: R06018-004-029-000
ZONING: CS-COMMERCIAL SERVICE
LAND USE: 961-CONDOMINIUM COMMON AREA
DB 5462 PG 1177