WI0700540_Application Attachment_20230816

1 2 3 4 5
GENERAL SHEET NOTES
1. ZONED COUNTY R-25
2. FRONT YARD SETBACK 40 FEET
3. SIDE YARD SETBACK 10 FEET
4. ACCESSORY STRUCTURE SETBACK 10 FEET
5. BASE FLOOD ELEVATION 5.0 FEET
6. CAMA - COASTAL AREA MANAGEMENT AREA
7. AEC - AREA OF ENVIRONMENTAL CONCERN
WETLAND LINE
D PASQUOTANK RIVER LINE BEARING DISTANCE D
INUNDATED AREA S 33°35'48" W Al—A N 14°40'32" E 40.20'
PROPERTY LINE 0.12 Acres 23.50' A2—A3 N 25°56'33" E 33.44'
A3—A4 N 36°46'40" E 29.34'
LINE BEARING DISTANCE - - A4—A5N 33*27'18" W 26.21'
s 60°09'10" w �3 ' - N 86°16'36" W O DEMOLITION KEYNOTES
L1 S 23°07'13" E 39.46' A5—A6N 21°51'20" W 24.23'
L2 S 43°48'1 1" E 215.88' I 21.6 2$ 16.27'
° �6 A6—A N 27°09'32" E123.1 7'
L3 S 36°37'1 4" W 123.40' IA7—A N 22°12'38" W1 22.17' 1. CLEAR AND GRUB UNDER STRUCTURE FOUNDATION
L4 N 71°00'56" W 73.23' N 78°46'04" W A8—A9 N 44°20'38" W1 35.06'
L5 N 45°31'46" W 9.17' S 31°16'28' E 28.33'
27.37' N 60°1 1'16" W
i 1 1.29'
MEAN HIGH WATER MARK / N 84°50'25" W
i \ 13.69'
S 76°09'02" W
S 42°52'56" E I/ �� - 13.68'
44. 8'
Cp
C CAMA AEC rh C
30.0 SETBACK 14:
S 05°40'46" E IPOTENTIAL WATERS OF THE \ . 0)
14.93' UNITED srarEs N El NEW WORK KEYNOTES
J 20351.3 Sq Ft of
Z I 0.47 Acres
/ cV 1. FINISHED FLOOR ELEVATION 7.0 (MIN.)
L)) S 47°52'24" E / o
A 0
36.79' o
TOTAL LOTAREA /' LO
Proposed
J 35030.4 Sq. Feet /� o PPRO D
Closed loop 0.80 Acres /j
Geothermal _ / 04
loopfield,4) A3 ' 8"
CYNTHIA A. BALLENGER wells @ 200' '_ . _r 2/ (BENT)
891504934747 S 43°30'39" E ea OR 800'of A4 wETLA uNE SHED
32.37' _ _ _ TL 1 i' D U5 NUARY.202J
DB. 764,P. 743 vertical bore, / 4 Proposed Septic OWN RAC Dew(&K cWK
—/ / P P OWNER:RICNPRO CIARK&KELLY WILEY
FULLY ^ ���/ — — — — 5. tanks and grinder COURPE PASQUOTANK
TT r� �'S CONCRETE DEWAL pump Cm:EUUBE81—
GROU GROUTED \ / r PMCEL ID:89-493257I PID:OM6536
B S 36°12'35" E i �:<<\ PCTIOC
30.67' DONALD F. THRIFT, JR
L �'�` BONNIE J. THRIFT
S 67°24'16" E A6 1 STY� AME 89504931355
19.25' WITH F. O.13 QA A/7 PAD 49 DB. 1283,P.410 0Zz—
�
LuO N 3:S 27°00'27" E a
13.74 so � 8ss
© a.a
SIDEWALK- CD
Y
100'. Proposed SeASf ptc
Q 0 >-
^ Drainfield location ~
CHARLES W. WARD, JR S 04°38'47" E j \I
o L GRAVEL KEYPLAN � cc
891504932720 36.22' 25.0 14591.6 Sq, Feet o 0
TLANDS S 6TBA K 2, _ m w ¢
DB. 544,P. 613 / �33 Acres 3/4„ Q rn co N =
U225-- PIPE w T
cc
N 44°53' 173.45' u w
+/- 291' TO — 1_ — — — — — -1 ASPHALT DRIVEWAY APRON
INTERSECTION OF
A DOGWOOD TRAIL & EDGE PAVEMENT A
LONG POINT DR —\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
DOGWOOD TRAIL (SR 1376) 60'
AS NOTED
\ \ \ \ \ \ \ \ \ \ \ \ \ \ EPROJECT No.
f EDGE PAVEMENT GRAPHIC SCALE CONSTR.CONTR.NO,
15" CORRUGATED- DRAWING NO.
ALUMINUM CULVERT 0' 10' 20' 40' SP-001
- - - - - - - - - - - - 1 R=20' SHEET OF
1 1
2 3 4 5 DRAWFORM RENSION:25 AUGUST 2020