NCC241070_Site Plan or Location Map_20240410

TOWN OF WEDDINGTON
ZONING PERMIT
4F. �� 1924 WEDDINGTON ROAD WEDDINGTON,NC 28104 moo
�DfNGTo$ ISGT0A
Phone: [phone] FAX: [phone]
DATE ISSUED: 03/25/24 PERMIT#: 24-00246
TAX MAP PARCEL#:
LOCATION: 2125 GARDEN VIEW LN
06096292
ZONING DISTRICT
OWNER: DONOFRIO GARY M
R-CD
14415 BLUE BAY CIRCLE
STRUCTURAL REQUIRED PROPOSED
Left Sideyard 15 Feet 25 Feet
Right Sideyard 15 Feet 14 Feet
Front Setback 50 Feet 31 Feet
Rear Setback 40 Feet 34 Feet
TYPE CONSTRUCTION:NEW STRUCTURE OCCUPANCY GROUP: RES Residential
REMARKS: New Single Family 4 bed, 3 Bath Home Build. 3982 Sq ft conditioned space, attached 3 car garage..
Use, arrangement, or construction that differs from that authorized shall be deemed a violation of the zoning ordinance and is
subject to any and all sanctions as indicated under section 58-3. Any zoning permit shal become invalid unless the work
authorized by it shall have been substantially begun within a period of six months of the date of issue of the permit. Once a
zoning permit has expired, construction work on the lots in question cannot proceed until a new zoning permit is issued.
THIS PERMIT IS: APPROVED X DISAPPROVED
3-25-2425-24
(ZONING ADMINISTRATION) (DATE)

TOWN OF WEDDINGTON EROSION and SEDIMENTATION CONTROL COMPLIANCE FORM
Tracts Less than One-Acre Disturbed Residential and Commercial
This compliance form shall be prominently displayed at the primary entrance to the site of the land disturbing activity
Before construction begins and remain until all construction is complete.
PROPERTY ADDRESS: 2125 Garden View lane Weddington, NC PARCEL ID:
NAME OF SUBDIVISION: Hadley Park LOT#:
NAME OF PROPERTY OWNER: Gary and Deanna Donofrio
NAME OF CONSTRUCTION COMPANY: Manger Builders
NAME OF CONSTRUCTION MANAGER: Matthew Manger
CONSTRUCTION MGR PHONE#: [phone] EMAIL: [e-mail]
PROPOSED START DATE OF CONSTRUCTION: 4/1/24
PLEASE READ THE BACK SIDE BEFORE COMPLETING. EROSION CONTROL PLAN
Choose one of the following approaches:
X The most appropriate option from the back of this form
is option E or a combination of options and
•
• The sediment control plan is as drawn in the space to the
right or is attached.
Notes:
.25 Acres Approved for Disturbance
THE UNDERSIGNED HEREBY CERTIFIES THAT HE/SHE HAS READ THE INFORMATION ON THE BACK OF THIS FORM AND IS AWARE OF THE
STATED REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL ORDINANCE. THE OWNER MUST COMPLY WITH THE PROVISION
OF THE ORDINANCE. THE UNDERSIGNED ACKNOWLEDGES FINANCIAL RESPONSIBILITY FOR PAYMENT OF ALL FEES ASSOCIATED WITH THIS
PROJECT.
Matthew Manger
PROPS TY ER/AUTHORIZED AGENT SIGNATURE PRINT NAME
704-430-0588 [e-mail] 2/22/24
PHONE EMAIL DATE
APPLICANT CHECKLIST: OFFICE USE ONLY
❑ Exempt from installation of ESC measures. REASON: ❑
• An Erosion Control Plan Approval is required. REASON: Property has need for silt fencing in front and rear ❑
• Attach approved NCG01 Certificate of Compliance(CoC)(available at www.deq.nc.gov) ❑
• An Existing driveway will be used as the Temporary Construction Entrance. ❑
I Install Temporary Gravel Construction Entrance in accordance with NCDENR detail attached and as 0
indicated above.(Atch A)
• Install Silt Fencing with steel posts in accordance with NCDENR detail attached and as indicated 0
above.(Atch B)
X Confine siltation within 25%of lake or water course buffer zone per ESC Ord.Section 58.606(a). ❑
• Call Gary Wright of LaBella Engineering(704)351-5306 for inspection 48 hours prior to start of work for
inspection of measures. 0
• Groundcover on all slopes shall be established within 21 days of completion of any phase of construction 0
(Sect.58.606(b)). Upon completion of any phase of construction permanent groundcover shall be established
within 60 ca ar days(Sect.58.606(d))
APPROVED BY: DATE:
+ 03-25-24

Erosion and Sedimentation Control PLAN OPTIONS
The Town of Weddington Erosion and Sedimentation Control Ordinance requires that the minimum erosion control
measures be installed when the disturbed area on a tract of land is less than one-acre disturbed, unless otherwise exempt
from installation of measures/devices or ESC Plan Approval is required. Furthermore, no person shall initiate any land-
disturbing activity on a tract if more than one-acre is to be uncovered unless thirty(30)days or more prior to initiating the
activity, a Plan for such activity is filed with and approved by the Town. Failure to install and/or maintain erosion control
measures/devices may result in penalties of up to$5,000.00 per day(Sect. 58.619 (a)).
INSTRUCTIONS:
Identify One or Any Combination of Letters for the Schematic That Best Describes the Erosion Control Measures That Will
be Used at Your Site During Construction.
SILT FENCE
CONSTRUCTION ENTRANCE
1-'
DIRECTION OF FLOW(POINT DOWNHILL)
A. Flow to the Rear B. Flow to the Front C. Flow to the Left
FLOW -
ftFLOW
FLOW v
HOUSE HOUSE HOUSE
.....
++i+i+i ►+i+i+i+i�
+«+j+,• 'i+�+i+i+/
++�•++ FLOW '++++++++i
',
FLOW FLOW +r�1+•
♦+♦ ++++I
D. Flow to the Right E. Flow to the Front&Rear
FLOW
FLOW A
HOUSE HOUSE
FLOW
FLOW
J
10082020

I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(MAP RECORDED IN PLAT CABINET I FILE 280); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED A5 DRAWN FROM
INFORMATION AS SHOWN ON PLAT; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS I : 10,000+;
AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA(2 I NCAC 56. I GOO). THIS 3 I st DAY OF JANUARY, 2024. '/ ig2
A SIGNED
•AREA BY COORDINATE METHOD
•THIS 15 A SURVEY OF AN EXISTING JOHN D. SKIDMORE III, NCPLS L-3837
�V: PARCEL OR PARCELS OF LAND AND
�,,-,-, DOES NOT CREATE A NEW STREET OR
, .,_ 01 CHANGE AN EXISTING STREET oIIUUtN///
•THIS MAP 15 TO MEET
G.S.4—0 A DT15 NOTDED TO BE RECORDED •s0%.0 CA.1?q 1i
I A5 A PLAT � FES3Ip'• `r,%
naD EY c 6F . THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT O''''•••I h'q�;
o `N sr S yGp�cah OF A TITLE COMMITMENT REPORT
t�q9 h,eo SUBJECT PROPERTY MAY BE SUBJECT TO SEAL '�'
RECORDED OR UNRECORDED EASEMENTS. - -
� 1 RIGHT OF WAYS.SETBACKS AND/OR = = -
RESTRICTIVE COVENANTS NOT SHOWN HEREON =C L-3837 E.
AND SHOULD BE VERIFIED BEFORE ANY CONSTRUCTION 4�
• UNDERGROUND UTILITIES ARE NOT LOCATED AT THE TIME •,qb
VICINITY MAP OF SURVEY. UNDERGROUND UTILITIES NOT SHOWN •4,v `
(NOT TO SCALE) HEREON MAY EXIST ,,,i ,,..
• VERTICAL▪ DISTANCES
DCES ARE
NHORJ O NTAL GROUND DISTANCES '/i���9/r,t itt` 70�
COMMON OPEN SPACE
CONSERVATION LAND
\ P.C. I FILE 280
N N
N.
N \\ cJ. 49°31'12" 3G4°I I'23uiw
IRON IN I 70.7 62.3 1' S 64
FOU IRON PIN °I 1230 w
NN FOUND 63.65,
IRON PIN
3a 9, FOUND ---♦
IRON PIN
— FOUtIp
A.-- __3_9_,RAR YARD
______ _,
LOT 6 I
•
u 0.46 Acre I
b S� 4
Os
of
t-25.3' I ` PROPOSED �I
HOUSE SITE n
LOT 5 I '
P.C. I FILE 280 I In
I ^ LOT 7
to N 2 P.C. I FILE 280
• \ q'. 2
N
o.
01 USED /
Cn
N DRIVEWAY _ I
I
" — — _1
µ,t 3d 5/�IACK LNE
O
ii: . i
SITE TBM
1 iii
UTILITY TOP OF IRON PIN
DOX_-L .......= I /ELEV.675.82
IRON FIN N 56°39'5 I" E_ -•C( IRON PIN
11„t. FOUt4D 83.01' FOUND C2
i NA'1570
g3.IRON PIN GARDEN VIEW LANE
FOUND 40'PUBLIC R/W
IRON PINT
FOUND
S
,4CURVE RADIUS ARC CHORD DIRECTION
` C I 170.00' 22.26' 22.25' N 60°24'54" E
C2 1 70.00' 81 .83' 81 .04' 5 77°57'22" W
4,
.4/ P.C.I FILE 280
9/7/2004
LEGEND
R/W=RIGHT OF WAY — OVERHEAD UTILITIES
• = IRON PIN PROPERTY LINE
O = IRON PITS ADJOINER LINE
• =COMPUTED POINT — RIGHT OF WAY
0 40 SO 'II.= UTILITY POLE — — SEWER EASEMENT
O =CONCRETE MONUMENT — STORM DRAIN EASEMENT
0=SANITARY SEWER MANHOLE ___ SETBACK LINE
CI=STORM DRAIN MANHOLE
TCE=TEMPORARY CONSTRUCTION EASEMENT
55RW= SANITARY SEWER.RIGHT OF WAY
MAP REVISED 1/31/2024 TO ADD TOPOGRAPr
PHYSICAL SURVEY SURVEY DATE 7/2/2023 D.B. PG.
TAX No. 06096292 DRAWN BY: JDS
2 125 GARDEN VIEW LANE PLAT CABINET I FILE 280 DRAWING 23-208.DWC
LOT G SKIDMORE SURVEYING, INC.
11ADLEY PARK LICENSE NO. C-1876
TOWN OF WEDDINGTON, UNION COUNTY, NORTH CAROLINA 12 I E. PHIFER STREET
MONROE, NC 28110
TO BE DEEDED TO: GARY M. DONOFRIO and, 704-289-4855
DEANNA M. DONOFRIO [e-mail]

HP
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PROVIDE SOLID BLOCKING SIZES OF ROOF RAFTERS
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GENERAL NOTES:
UNLESS DETAILED OTHERWISEITS
12 -VERIFY ALL MOW 8 DR ROUGH
12 � � 12 A.. 12 OPNGS W/MFR SPECS.
_ 12 'ALL PLUMBING STACKS TO BE Y
3
12 D LOCATED BEYOND THE FRONT ELEV
12 D i' 12 ROOF RIDGES,IF ALLOWABLE PER C1
12 :■1 r -LOCATION AND NUMBER OF ROOF u
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APPROX T_O.ROOF n Xin'
359 .
F.I / GENERAL NOTES:
12 •HOUSE TO HAVE RAKED SOFFITS
UNLESS DETAILED OTHERWISE.
7 10 VERIFY ALL WNDW Q DR ROUGH
OPNGS W/MFR SPECS.
ALL PLUMBING STACKS TO BE
LOCATED BEYOND THE FRONT ELEV OQ
ROOF RIDGES,IF ALLOWABLE PER WO
‘.1. CODE.
'LOCATION AND NUMBER OF ROOF N rc . A
VENTS TO BE DETERMINED BY BUILDER. z LL .i
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