NCC243094_Site Plan or Location Map_20241016

/ THE PREMISES SURVEYED IS WITHIN A NOTES:
FLOOD HAZARD AREA ZONE "VE"
r ACCORDING TO THE FLOOD INSURANCE / 2. PARCEL ID: CES ARE
0 HORIZONTAL
"7 i!// 2. ALL DISTANCES ARE HORIZONTAL GROUND
RATE MAP FOR NEW HANOVER COUNTY O
44P4r- / N (COMMUNITY PANEL No. 370168 3144 K, ` IN FEET UNLESS OTHERWISE NOTED.
00 \ 3. ZONING: R-15 COUNTY.
EFFECTIVE DATE AUGUST 28, 2018). 4. BOUNDARY AREA: 0.495 ACRES.
BASE FLOOD ELEVATION = 14.0'AND 15.0' s� \ -� 5. AREA COMPUTED BY COORDINATED METHOD.
GY4mN Hitl¢y„' DATUM: NAVD'88 ^ 6. PROPERTY IS SUBJECTTO ALL ZONING AND
. LATITUDE: 34.15135°W 9C� `, PLANNING REGULATIONS OF NEW HANOVER
♦ LONGITUDE: -77.86018°N 3? O COUNTY.
�` .- 7. MINIMUM BUILDING SETBACKS:
. �� FRONT= 25' (COUNTY)
. SITE SIDE = 10' (COUNTY)
44*
SURVEY REFERENCES: REAR= 20' (COUNTY)
D.B. 6379, PG. 1397, \ MAX. HEIGHT= 35' (COUNTY)
D.B. 5717, PG. 274, l 9. OMITTED.
9. THIS MAP WAS DRAWN WITHOUT THE
M.B. 59, PG. 345,D.B. 5845, PG. 2169-2186 COVENANTS BENEFIT OF A COMPLETE TITLE SEARCH.THE
bA
/ \\ NEW HANOVER COUNTY REGISTRY. OWNERSHIP INFORMATION WAS OBTAINED
REGISTRY.
THE TAX RECORDS OF THE COUNTY
��°��` 10.RMA MAXIMUM BUA = 4350 SQFT PER
' JOYCE HALL LEWIS EIR RESTRICTIVE COVENANTS.
` WILL WR91, PG. E294 �alalli 1, 11. LOT WILL MAINTAIN A 50 FT WIDE
D.B. 439, PG. 376 / vok 40 7�• VEGETATED BUFFER BETWEEN ALL
0 IMPERVIOUS AREAS AND SURFACE WATERS.
LOCATION AP-NOT TO SCALE , - Co``'•Iv
N. I
LEGEND I o
7.�96 Ci N i
PROPERTY LINE • 1' '9 N 64.41 F 5"I W
LINE NOT SURVEYED CP g6 I' 2.0 '
- - CENTER LINE
NE • S y> I I IMPERVIOUS AREA:
9~j616 / • I ALLOWED IMPERVIOUS AREA:
RIGHT OF WAY(R/W or ROW) (1• / •.�j, I TOTAL IMPERVIOUS: 4,247 SQ FT
- - - EASEMENT �� �Gj cyN. N. I DWELLING: 3,070 SQ FT
BC BACK OF CURB l�, CP �4Q�3 ��o�h' I 3 I 1st FLOOR DECK : 348 SQ FT
CO CLEANOUT \ - NY" CO I FRONT PORCH: 408 SQ FT
CP CALCULATED POINT �� /• I d I DRIVEWAY: 351 SQ FT
DB,PG DEED BOOK,PAGE WgL.ANI \ 9 ,\h h I (O N STEPS: 70 SQ FT
DI DRAINAGE INLET �M$59 PAGE 345 E - �3 `L ‘`� * y o I
Q ELECTRIC BOX 30'C• �,�; I I �t
E1P EXISTING IRON PIPE 0$ $ /� .\nj prL I M I
EIR EXISTING IRON ROD S$ '1A'FJZ 2' 46�17'43" E �O/O��C2 .�"��Dc' I I co
INV INVERT 6 0 I
MB,PG MAP BOOK,PAGE •j8•
NAVD NORTH AMERICAN • 4T A I I
VERTICAL DATUM f�
SDMH STORM DRAINAGE MANHOLE \ �00 Lj p , ti `_ " 'D�6 LI
11 EIIX 24.19' SPOT EATION i < O w Q �2 ��, j6, " W $ O II
0 c� z `L N 63'47'59 c� 5 I •
C° CLEAN OUT 00 \02 G Ow '' �� 26.60 2 I I I
®W WATER METER 7O �.. s.U EIR Sa� ', •
<�L\ <5s g a I N 45 21 32" 0.495 ACRES 21,565 SQFTI I
• W I I I N
�A ? RIP-RAP
\ V. T (RETAINING WALL
I I \
\ I I DECK \ I I 1
OUTLET BOX L I- I i I I
W/METAL COVER r L- 1-
-1 Iw
TOP = 5.0' I 1st a zna FLOOR I I LOT 3
INV.IN= 2.8' \ I I COVERED PORCH CO I I y6.j REVISION OF THE DIVISION
INV.OUT = 4.25' • I w� I w 4 15 O OF 4616 SERENITY POINT I
i L -
- ao I I 5' S' I 41 M.B. 59, PG. 345
Y °
U �, I I a /
LOT 1 �l Q "a I _ I I I o
REVISION OF THE DIVISION \ m V j_��LANDING
. 0 6HOWER PROPANE I - 3 I /
OF 4616 SERENITY POINT 2-STORY-HOUSE BELOW TANK
I I p N
M.B. 59, PG. 345 I I .-+ _ WITH GROUND LEVEL
ENCLOSURE WOOD STEPS /
FFE = 20.5' � I o
15"PLASTIC CO• g I LANDING WITH Y I I M I `` �y
G STORAGE BELOW VI I &" • /��
APPEARS TO BE J I \ 9 EXTERIOR SMART VENTS 8 �' rt
I OOO��O�'J�
AN INFILTRATION a 9 INTERIOR SMART VENTS o'W � ti
MANHOLE FOR p . ON GROUND LEVEL I 00
O
HOUSE ON LOT 1 U \ T- o ' ,/
15"RCP DOES NOT I SLAB ELEV. = 9.4' I I I
Ln
SEEM TO RUN THRU MH ,•-1 I I /
- /
la-FLR CANOPY 1st-2na FLR CANOPY 1st-FLR CANOPY 39.21' I I I
29.26'
I o BR1CX o I I - - - - - -. - - - - - - -
w t i $ _ ___ cp o
MARK ON DROP INLET - - - - - J CDNC 0 ,, - I I t... PRIVATE ACCESS,
GRATE = 4.90' I I 'A - - I m I PUBLIC UTILITY&
INV.IN(W)=3.17' / _ - CK I DRAINAGE EASEMENT
INV.IN(E)=3.20' I I 25 S� / o M.B. 59, PG. 345
INV.OUT=3.12' _ `, _-�7- °° C� ASPHALT o• I I - - o- - _ _ _ — _ _ _ - ASBUILT SURVEY
FOR
i2"pp y ©P 2 PP • / N.T r _ _ — — — _ — — — —, I- : UEASEMENT LANPHEAR BUILDERS
4619 SERENITY POINT,' PER COVENANTS
``\\\\ INGTON
���\‘‘IIC I/ //����i�� SITE BENCHMARK: / © ��i ERENITY P� / - - LOT REVISION OF SERENITYM POINT
�.I ,,I,, �i� NAIL SET IN CURB EOP 42.00' 2,fLss/� ELEV. 6.64' / _ - _ " W EIR MAP BOOK 59 PAGE 345
�Q� ti DATUM: NAVD'88 / • _ 4' EIR N 63'3746 MASONBORO TOWNSHIP
Q: SE it _ / F 66.6 V NEW HANOVER COUNTY, NORTH CAROLINA 28409
a �+� `� f_ _ // /I — N 69009'46" W / SCALE 1"= 20' DATE: APRIL 1, 2024
L 3402 - // / I Q!� ELEC.BOX /
`� / PRIVATE ACCESS, I 3
0 20 40 60
-.'i ��""t1,�J�``. / PUBLIC UTILITY& I et•.. THREADED ROD
//i/ IG N �.• \\\\ / DRAINAGE EASEMENT I Zo rn I � N � -
1"///IIII1%%"\\ / M.B. 59, PG. 345 �tri
I ioNI
I, STEVEN L. BUIE, CERTIFY THAT THIS MAP WAS DRAWN - - /
GREGORY C. AND PAMELA J. BROWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE --
I D.B.4970, PG. 1239
_
UNDER MY SUPERVISION (DEED DESCRIPTION -SEE TITLE I EIR P0 RT C I TY
REFERENCES); THAT THE BOUNDARIES NOT SURVEYED ARE I
SHOWN AS BROKEN LINES; AND THAT THIS MAP MEETS THE I / LAN D S U RV EY I N G, P L L C
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR // FIRM LICENSE No. P-1493
LAND SURVEYING IN NORTH CAROLINA(21 NCAC 56. 1600). I SERENITY POINT V 1144 SHIPYARD BOULEVARD
APRIL 72,,,„; 2024. / OWNER OF RECORD:
THIS 1st IL&DAY...,,,OpppF I PRIVATE R/W, M.B. 7 PG. 60 / WILMINGTON, NORTH CAROLINA 28412
I // JEFFREY&LORRAINE WILSON
I V/ 3413 TANSEY CLOSE DRIVE [phone]
PROFESSIONAL LAND SURVEYOR L- 3402. I - WILMINGTON,NC 28409 CAD: SLB PROJECT: 20-0436