HomeMy WebLinkAbout2023-02-15_-_22-056_-_Sandy_Paws_Vet_Clinic_-_TRC_Site_Plan_v1S
S
C/
O
C/
O
C/
O
C/
O
C/
O
CA
R
O
L
I
N
A
B
E
A
C
H
R
O
A
D
U.
S
.
H
I
G
H
W
A
Y
N
o
.
4
2
1
16
0
'
P
U
B
L
I
C
R
/
W
BEFORE YOU DIG!
CALL 811 N.C. ONE-CALL CENTER
IT'S THE LAW!
UND E R G R O UND UTILITYPROTECTIO
NA
C
TALLCONSTRUCTIONMUSTCONFOR
M
T
O
T
H
E
N
LEGEND
EXISTING ADJOINER / SETBACK
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING OVERHEAD ELECTRIC
S EXISTING SANITARY SEWER MANHOLE
EXISTING UTILITY POLE
EXISTING FENCE
25 FOOT DRAINAGE & UTILITY
EASEMENT
EXISTING CONTOUR
PROPOSED CONTOUR - MAJOR
PROPOSED CONTOUR - MINOR
18
PROPOSED SIDEWALK
PROPOSED PAVEMENT
EXISTING BUILDING
EXISTING PAVEMENT
EXISTING TREE TO REMAIN
INFORMATION TABLE
ENGINEERING:
KENNERLY ENGINEERING & DESIGN, INC.
12133-F N NC HIGHWAY 150
WINSTON-SALEM, NC 27127
CONTACT:
TIMOTHY KENNERLY, PE
EMAIL: TIMOTHY.KENNERLY@KENNERLYENGINEERING.COM
PHONE: 336.775.2118 / FAX: 336.764.0797
ARCHITECT:
FULLER ARCHITECTURE, INC.
68 COURT SQUARE INC.
MOCKSVILLE, NC 27028
JOHN FULLER
EMAIL: JOHN@FULLERARCHITECTURE.COM
PHONE: 336.751.0400
OWNER:
MILTON T. SCHAFFER, III
4629 CAROLINA BEACH ROAD
WILMINGTON, NC 28412
PH: 919.297.7399
EMAIL: TSCHAFFER@MWMREALESTATE.COM
SURVEYOR:
MILES O. McCALL III, PLS L-3518
P.O. BOX 12588
WILMINGTON, NC 28405
WWW.ATLANTICCOASTSURVEY.COM
PHONE: 910.292.4889
PROF. LICENSE #: P-0822
16
16
15
14
13
16
17
17
1514
16
1
7
17
18
18
15
18
18
18
CURRENT SITE ADDRESS:
SANDY PAWS VETERINARY CLINIC
4629 CAROLINA BEACH ROAD
WILMINGTON, NORTH CAROLINA 28412
OWNER:
SANDY PAWS VETERINARY CLINIC
4629 CAROLINA BEACH ROAD
WILMINGTON, NORTH CAROLINA 28412
PROPOSED USE:
ANIMAL HOSPITAL
ZONING:
B-2
PARCEL I.D.:
R07000-004-004.000
PIN NO:
3125-90-8351
TOTAL SITE AREA:
1.71 AC.
WATERSHED:
CAPE FEAR, WS-III
DRAINS TO RICHLAND CREEK
MINIMUM LOT DIMENSIONS:
SIZE:N/A
LENGTH:100'
WIDTH:80'
MINIMUM SETBACKS:
STREET : 15'
SIDE : 10'
REAR : 10'
EXISTING BUILT UPON AREA (BUA): 2,431 SF 3.26%
PROPOSED BUILT UPON AREA:10,527 SF 14.13%
TOTAL SITE IMPERVIOUS:12,958 SF 17.40%
REQUIRED PARKING:
3 SPACE / 1,000 SF = (2,431 SF / 1000) x 3 = 8 SPACES
PROPOSED PARKING:
13 SPACES, INCLUDING 1 ADA SPACE
10
'
SE
T
B
A
C
K
10'
SETBACK
10
'
SE
T
B
A
C
K
PROPOSED PRIVACY FENCE
MIN. 6' IN HEIGHT
3'
10
'PROP.
DUMPSTER
AREA
6'18'22'
22
'
27'14'
6'
R25
'
3 SPACES @
9' = 27'
6
S
P
A
C
E
S
@
9'
=
5
4
'
3
S
P
A
C
E
S
@
9'
=
2
7
'
5'
8'
SID
E
W
A
L
K
SI
D
E
W
A
L
K
77.79'119.28'
11
2
.
9
7
'
40.6'
9.89'
14
.
9
'
5.38'
4'
10
'
R3'
R
3
'
R10
'
R
2
5
'
R5'
46.59'
15'
SETBACK
10' TYPE "B" PLANTER BUFFER ALONG PARCEL B
PER NEW HANOVER COUNTY UDO.
PLANTS TO BE DETERMINED BY NEW HANOVER COUNTY &
CAPE FEAR PUBLIC UTILITY AUTHORITY
39.4'
GENERAL SITE NOTES:
1.ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT, UNLESS
OTHERWISE NOTED.
2.CONTRACTOR TO FIELD VERIFY EXISTING PROPERTY LINES &
ELEVATIONS PRIOR TO START OF CONSTRUCTION.
3.CONTRACTOR TO VERIFY EXISTING WATER AND SEWER SIZES AND
TAP LOCATIONS PRIOR TO CONSTRUCTION.
4.APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO
GRADE ADJACENT PROPERTIES WHEN FIELD CONDITIONS
WARRANT OFF-SITE GRADING. PERMISSION MUST BE OBTAINED
FROM AFFECTED PROPERTY OWNERS.
5.ANY ENCROACHMENTS WITHIN THE NCDOT RIGHT-OF-WAY MUST
HAVE AN APPROVED PERMIT, LOCATED ONSITE, PRIOR TO
CONSTRUCTION.
6.ANY REQUIRED ACCESS / DRIVEWAY PERMITS MUST BE APPROVED
PRIOR TO CONSTRUCTION.
7.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING
UTILITIES PRIOR TO START OF CONSTRUCTION.
8.ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION
PERMIT FROM BUILDING INSPECTIONS.
9.EXTERIOR EXIT DISCHARGE ILLUMINATION/LIGHTING SHALL BE
REQUIRED FROM ALL EXIT DOORS TO THE PUBLIC WAY IN
COMPLIANCE WITH NCBC 1006.
10.ALL CONSTRUCTION IS TO MEET CITY OF WILMINGTON / NCDEQ
STANDARDS AS REQUIRED.
11.NO PLANTINGS OR OTHER OBJECTS SHALL BE WITHIN SIGHT
TRIANGLES AT A HEIGHT BETWEEN 2.5' AND 10' (CANOPY) ABOVE
THE FINISHED GRADE OF THE PROPOSED DRIVEWAY OR WITHIN
ANY STREET INTERSECTION SIGHT TRIANGLE.
12.NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE
PUBLIC RIGHT OF WAY.
13.NO VEHICLES ACCESSING THIS SITE SHALL QUEUE IN THE PUBLIC
RIGHT OF WAY.
14.MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED
THROUGHOUT EXIT DISCHARGES IN ACCORDANCE WITH NCBC.
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
20
THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, ETC., AND THE
LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE
WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES, LINE, PIPE, ETC. BEFORE
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES, PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
CONFLICTS WITH EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL NEED TO BE
RELOCATED.
THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS
ARE PRESENT OR CONTAINED IN, UNDER OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY
HAZARDOUS OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY
WAY WHATSOEVER. NO SUBSURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER, AND
ACCORDINGLY, NO OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS
RENDERED AS TO ANY VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE,
OR LOCAL RELATED TO THE INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR
ANY VIOLATION OF SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST.
CHANGES MADE IN FIELD BY CONTRACTOR TO APPROVED CONSTRUCTION DOCUMENTS WITHOUT
NOTIFICATION AND APPROVAL FROM ENGINEER OF RECORD IN WRITING PRIOR TO CONSTRUCTION OF FIELD
CHANGE SHALL RELIEVE ENGINEER OF ANY LIABILITY FOR CONSTRUCTION ISSUES THAT MAY ARISE.
FINAL DRAWING -
FOR PERMITTING
PURPOSES ONLY
SITE
VICINITY MAP
NOT TO SCALE
Ind
e
p
e
n
d
e
n
c
e
Blvd
S 17th St
Halyburton
Park
Mohica
n
Trail
4
6
2
7
C
a
r
o
l
i
n
a
B
e
a
c
h
R
d
132
Rd
River
Rd
Co
l
l
e
g
e
22-056
22-056 - TRC-Site Plan.dwg
SITE PLAN
TRC-1FEBRUARY 2023
DCS TSK
NLK
1" = 20'
DocuSign Envelope ID: 27F1958D-259A-4B98-B1D0-230918E876EE
2/15/2023