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r - ELEVATION=37.01' _ ;; X .,:; ;X / '!-
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CONCRETE 1L �:<sO- / ,
x max` x x x x x x �> 1 o vX LOUISE GAU,SE ETALS ; :� DEED BOOK. 0 5
\ ^:.. . x:< 20 THOMASBORO R SW X 1, \ 5/ 12 3, PAGE: 0928
X ` CALABASH C _ \ x / 8221 OCEAN HWY WEST \ PARCEL ID : 21000016
x N 2846
F \ D 1u wAY x x DEED 'BO)@K: 025*1 PAGE 0685 x cF X SUNSET BEACH NC 28468
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PARCEL ID 21 6`0' '�17 X x X DEED BOOK: 01819; PAGE: 012 { o a
r. ✓I X ,: x::: /X X X # \ X� PARCEL ID #f 21000014 N !/,,. z Ln X
.- GROUND EI.EVA - 34.00' x X X x X X X N
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�\ ` x:: X .':,' / �( CONCRETE RETAINING MMM
N73. 43' 51"W X �:\IPP-50LF _ / P X TOP EuvA 7G L21
303.35' X: PIPE X X X x �:_ X i^
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sECRON) � _ I a X X =X X X _ J O 1 X x X y . I 1 i (TEMPORARY SILT� �..j
x x 1 x x -- x `110'4
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BOUNDARY LINE DATA TABLE �' x I I
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LINE BEARING DISTANCE X x V J N M
NEW MALE/1 ILn
L1 S27'47'09"W 55.81 J l rL
(�TYPtcx - C Z i x ;, I i tt U
!' m -- CONCRETE I (� Z cn
N73' 31' 28"W 495.30' --/ X x`` en
L2 S21'48'11"W 75.86 X X `\\\ .\ .�( X \\ PAD. ! x� /1 ..J x X' X X X :: V II 4f coo c�i� Z c`n
L3 S11'31'06"W 53.68 yC soao'
x x X " ` x '' x X J NQII LaERAI
L4 N3'57'01"W 46.36 `� _7(C { � 11 I �YPKAL Q z
`Gr�l.!. (SEE SECIION) T-•7�
L5 N2'47'34"E 76.86 X \\ >\, � / � NEW ME;1 � N 4 O
r � X f Y Ct}< X• " /y - �> x x L1 I ' CONCRETE
L7EYPM SECTION)
0 !� �+
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L6 N1'17'48"W 62.43 Xc X ;\_ r �-' i�/NCR ,�-- �--' ?� ' 11 ,HEADWALL
L7 N3'41'42"W 56.10
TROY PRICE ET & GAIL PRICE " 4
x' -
9955 NANCE ST
L8 N4'49'25"W 57.70 CALABASH, NC 28467 x -
DEED BOOK: 00954; PAGE: 1066 -
L9 N7*51'49"W 57.89 PARCEL ID 22600012 X - x ^-N87x 70 3'w
L10 N10'50'52"W 51.41 NEW am
X
(SEE 1YPki9. N8T 12' 55'W
L11 N77'51'18"E 22.32 SEMM) 138.16' S83' DO' 37"w
176.14'
L12 N80'08'49"E 46.35
Licence #C-3641
18067
L13 N63'46'50"E 50.96
L14 N88'09'21"W 66.42
DES. JPN
CKD. JPN
L15 S81'33'22 W 33.31
L16 S37'39'31"E 35.53 TOP OF BERM = 34.00'
15' � DRNTI. NSB
L17 S2326'46"W 120.49 TEMPORARY SILT FENCE NORMAL GRADE
AT TOE OF NEW BERM
L18 S75'44'54"E 163.81 i 1 DATE 06/07/19
L19 S10'55'41"W 195.95 2.5 2.5
BERM
- - - - - LEGEND �%%
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L20 N10'26'10"E 192.07 `����C
- - - - - - - - - - - - - - - - - I 2 I1 `�Q..�N•.....R�`,��
L21 S8Z02'33"E 91.82 = Q • • '
2 2 PROPERTY LINE ;•O '1''
2FT DEPTH MAX •4
L22 S66'51'42"E 190.38 FOR NEW SWALE - -20-- - EXISTING CONTOUR `;• 6
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NOTE:
0
L23 S30'06'10"W 212.37 1. THERE ARE NO SURFACE WATERS, WETLANDS, REGULATORY FLOOD ZONES, 20 PROPOSED CONTOUR
L24 S15'15'43"W 150.80 4111
BERM & DITCH SECTION A-A PROTECTED VEGETATED SETBACKS, AND PROTECTED RIPARIAN BUFFER ON THIS SITE. '.�'1%••G NE•NO �`
N.T.S. EXISTING SPOT ELEVATION of, ��p��%%``
L25 S67*01'37"E 211.00
LOD LIMITS OF DISTURBANCE
SWALE LINE
SCALE : i1 „ _ 1 O j�V, DA DA DRAINAGE AREA
0 100
TSF TEMPORARY SILT FENCE
200 300