206-06 Oversized Plans

I, CHARLES FRANCIS RIGGS , PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY AS ,SHOWY f`,�ItREON IN
ACCORDANCE WITH THE STANfDARDS"'OF PRACTICE
FOR LAND SURVEYING IN . NOgtHCAROLINA. THAT
THE RATIO OF PRECISION' -AS CAL£ULATED BY
LATITUDES AND DEPAR7JRES IS: `' 1:10.000+
C A LE RA�C f?I, P.L.S. L- 1
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY
IS LOCATED IN FLOOD ZONE VARIES WHICH
IS A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY THE DEPARTMENT OF HOUSING AND
URBAN DEVELOPMENT. COMMUNITY PANEL NUMBER
370186 0002 E, JANUARY 22 1998
E TABLE
BOUN48.22
LINE
BEARING
L137
S37'17'51 "W
L138
S42'53'30"W
L139
S41'4841 "W
L140
85.53
S43'48'55"W
L141
74.00
1 S43'48'56"W
L142
43.31
S30'27'09"W
L143
57.87
S02'34'48"E
L144
129.22
S42'39'47"W
L145
25.96
S62'25'45"W
L146
14.85
S13'29'50"E
L147
89.76
S40'24'23"W
L148
51.42
S24'56'21"W
L149
52.75
S10'46'09"W
L150
46.37
S09'29'16"W
L151
54.81
S18'31'08"E
L152
54.33
S24'45'27"W
L153
84.40
S45'16'16"W
L154
61,13
S61°04'52"W
L155
70.70
S71*10'46"W
L156
39.84
N65'29'45"W
L157
21.90
S89'48'53"W
L158
26.28
N46'50'01 "W
L159
37.79
S81'55'43"W
L160
15.99
S56'04'39"W
L161
42.11
S69'34'04"W
L162
17.52
330'00'24"W
L163
39.32
S10118'09"W
L164
17.99
S28'26'31 "W
L165
52.19
S51'58'44"W
L166
64.14
S60'21'44"W
L167
66.48
S54'40'11"W
L168
63.49
S57'43'03"W
L169
27.47
S59'59'56"W
L170
113.53
S68'59'38"W
L171
29.79
S77'18'24"W
L172
86.14
S82'02'00"W
L173
65.69
N85'17'12"W
L174
26.37
N77'55'27"W
L175
29.68
N74'45'18"W
L176
64.34
1 N78'51'10"W
L177
54.23
N87'20'58"W
L178
28.58
N80'02'03"W
L179
94.82
N66'05'08"W
L180
53.53
N76'03'39"W
L181
51.82
N86'59'23"W
L182
65.23
N81'49'12"W
L183
26.23
N76'17'06"W
L184
77.26
N59'40'49"E
L185
72.32
N70'21'14"E
L186
23.82
N73'46'48"E
L187
29.47
N83'04'31"E
L188
22.11
S89'36'54"E
L189
128.91
S72'29'19"E
L190
97.91
S74'53'40"E
L191
17.92
S86'30'26"E
L192
47.40
N84'00'22"E
L193
55.72
S88-10'46"E
L194
27.40
S76'11'59"E
L195
25.31
N84'05'26"E
L196
16.20
N09'14'09"E
L197
19.08
N37'53'07"W
L198
27.69
N73'08'52"W
L199
26.64
S82'36'10"W
L200
31.41
N86'55'50"W
L201
33.51
N72'35'27"W
L202
44.12
N86'26'23"W
L203
32.26
N43*13'48"W
L204
69.80
N59'37'37"W
L205
12.84
N41'07'08"W
L206
8.71
N17*16'07"W
L207
120.84
NO3'29'55"W
L208
20.35
S86'52'41 "E
L209
9.45
N44'52'48"E
L210
18.25
N17'01'24"W
L211
24.25
N27'00'28"E
L212
39.23
N49'25'39"E
L213
25.74
N41*53'27"E
L214
27.15
S61'53'06"E
L215
43.08
S82'41'27"W
L216
28.21
N75'05'00"E
L217
29.92
N76'57'06"E
L218
15.26
N15'36'01"E
L219
93.17
N28'49'52"W
L220
32.32
N21'48'54"W
L221
25.34
N26'46'46"E
L222
27.37
N86'24'48"E
L223
21.44
S40'25'22"E
L224
66.12
S22'41'55"E
L225
43.45
S03'25'21 "E
L226
9.63
S21 *28'12"E
L227
14.74
S12'04'32"W
L228
29.98
S48'38'33"E
L229
18.63
N25'26'09"E
L230
54.50 1
N0234'17"E
L184
/11
FLOOD ZONE "VE"
TAL WETLANDS
NE TABLE
Z
LENGTH
BEARING
31.65
N22'52'10"E
L381
46.06
N09'49'05"E
L382
32.85
NO3'27'24"E
L383
33.31
N09'18'38"E
L384
65.97
N28'11'58"W
L385
33.47
N25'14'20"E
L386
39.90
N07'02'33"E
L387
23.41
N77'12'15"E
L388
20.47
N26'01'50E
L389
18.68
N53'15'30E
L390
27.61
S76'47'16"E
L391
35.20
S83'47'4511E
L392
31.15
S44'25'59"E
L393
25.30
S22'24'40"E
L394
33.18
S06*41'31 "W
L395
24.83
S05'00'51 "E
L396
36.75
S24'31'17"E
L397
23.12
S77'51'44"E
L398
39.00
S55'41'06"E
L399
44.38
S27'06'28"E
L400
13.75
N55'07'39"E
COASTAL WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L401
37.28
NO2'18'21 "E
L402
I D.25
N66'33'53"E
L403
24.60
S83'45'22"E
L404
34.10
N76'41'25"E
L405
44.72
N64'50'51"E
L406
59.57
N47'06'24"E
L407
41.95
N28'05'32"E
L408
14.74
N66'05'13"E
I409
21.70
N09'27'41"W
L410
18.76
N13*14'15"W
L411
14.15
N43'10'02"E
L412
7.49
N18'29'35"W
L413
16.53
N08'59'30"E
L414
22.77
S72'56'39"E
L415
29.95
S68'32'38"E
L416
23.97
S57'45'13"E
L417
67.25
N58'35'31"E
L418
29.63
N74'18'38"E
L419
32.76
N48'59'58"E
L420
49.80
N40'07'17"E
L421
44.05
N45'01'33"E
X�
(ELEVATION = 12') ,
22 2 CY)
COASTAL WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L290
27.52
S34'23'53"W
L291
22.24
S47'18'03"W
L292
82.83
S40'28'51 "W
L293
43.41
1 S42'52'42"W
L294
112.37
S44'47'16"W
L295
65.32
S35'21'59"W
L296
61,60
S41'32'03"W
L297
39.74
S16'25'45"E
L298
106.10
S52'44'10"W
L299
55.50
S26'00'35"W
L300
30.91
S06'18'40"W
L301
55.11
S62'49'50"W
L302
91.11
S68'00'09"W
L303
62.81
S68'48'36"W
L304
72.54
S65'33'13"W
L305
45.44
S72'57'00"W
L306
25.31
S87*35'51 "W
L307
32.31
S88'52'00"W
L308
26.19
S7540'27"W
L309
20.43
S65'50'24"W
L310 1
40.34
S38'25'00"W
L311
6.47
S42'41'20"E
L312
17.72
S25'33'35"E
L313
42.85
S70'07'39"W
L314
30.54
S73'00'07"W
L315
26.00
N82'05'36"W
L316
21.34
317
35.32
S44'13'04"W
L318
22.35
S8574'4003'4081 ""WW
25.97
S71'06'29"W
WETLANDS
NE TABLE
LENGTH
BEARING
MTAL
20.42
S79'44'02"W
31.34
N80'45'40"W
21.77
S13'35'15"W59.62
S36'31'39"W
40.27
S22'37'24"W
45.38
S43'07'29"W
L326
34.62
S44'01'14"W
L327
29.73
S85'50'07"W
L328
40.37
N87'21'02"W
L329
22.07
S86'33'48"W
L330
41.39
N81'30'14"W
L331
35.75
N82'18'39"W
L332
9'54"W
L333
4'52"W
L334
A38.18S4
9'49"W
L335
'A 7"
L336
844"E
L337
19.16
N88'58'50"E
L338
12.05
S15'56'25"E
1-339
27.05
S75'S1'14"W
L34q
13.36
S72'24'02"W
L341
16.73
S85'37'43"W
L342
23.70
N82'38'33"W
L343
19.03
NO3'15'24"E
L344
39.58
N26-1O'52"W
L345
_ 28.78
22.61
20.55
34.61
22.0I
S75'41'08"W
N28'25'42"W
N43'23'48"E
N08'40'25"W
N76'02'49"E
L34E,
L34i
L34EI
L349
COASTAL WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L350
33.95
N61 *18'46"W
L351
30.14
N42'32'16"E
L352
43.42
N45'04'25"E
L353
36.83
N39'23'36"E
L354
27.86
N53°15'26"E
L355
15.74
N72'36'33"E
L356
39.76
N46'14'03"E
L357
28.04
N71'50'16"E
L358
23.08
N18'40'13"E
L359
27.34
S24'15'16"E
L360
29.51
S12'25'02"W
L361
61.83IN
59'14'33"W
L362
29.3648-40'18"W
L363
48,9251'06'14"W
L364
22.0308'22'34"W
L365
22.0163'02'33"E
L366
22,
N6025'51 "E
L367
34.87
N70°30'26"E
L368
33.52
S87'13'48"E
L369
44.24
N31'01'06"E
L370
40.27
N24'45'19"E
L371
9.94
S31'00'48"E
L372
18.60
S02'1O'10"W
L373
23.10
S72'52'25"E
L374
23.62
N41'57'21"E
L375
32.15
N47'38'46"E
L376
45.02
N22'58'11 "E
L377
25.75
N22'55'21"E
L 3 7 8
24.39
N59'45'55"E
L379
25.76
N58'29'27"E
® - - - - APPROXIMATE FLOOD LINE N
LAMA NORMAL HIGH WATER N
LINE - -- N / 9a X
- --1 t S
COASTAL WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L422
31.38
N42'45'11 "E
L423
33.61
N49'46'38"E
L424
23.82
N12'08'42"E
L425
67.76
N16'17'27"E
L426
27.21
N32'45'52"E
L427
18.90
S79'22'30"E
L428
22.53
N55'46'57"E
L429
25.09
N56'34'47"E
L430
22,47
S62'20'49"E
L431
14.16
N72'16'41 "E
L432
20.14
N81'30'25"E
L433
33.20
N0326'40"W
L434
14.12
N24'45'02"W
L41
8.07
N48'29'36"E
L436
19.75
N41'30'24"W
L437
28.90
N14'36'S81,E
L438
17.07
N58'21'33"W
L439
34.15
N61'47'18"W
L440
72.89
N60'47'24"W
L441
47.64
N61'08'06"W
L442
27.49
N44'12'31"W
L443
69.33
S68'32'14"E
L444
29.54
S62'49'05"E
L445
8.19
S35'28'27"E
L446
64.80
S58'55'04"E
L447
28.53
S81'24'32"E
L448
31.87
S74'29'04"E
L449
27.11
N09'07'00"E
L450
36.47
N60'41'45"E
L451
25.48F
N23'S7'52"E
L452
1)
N35'22'38"W
L453
28.88
N32'41'54"E
404 WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L1
34.60
S36'01'16"W
1-2
34.71
S44'26'31 "W
L3
W
SS4425'2461'3305"W
L4
.
3994
L5
19.93
S39'59'50"W
L6
18.91
S45'41'32"W
L7
21,11
S45'41'36"W
L8
47.28
S41'06'33"W
L9
69.84
S35.11'21 "W68.60
L10
32.50
S45'52'31 "W
45.81
S34'22'11 "W
2.37S07'20'43"W
24.47S29'31'49"W
24.91
S69'22'22"W
0.0 5
S32'24'22"W
L16
40.41
S48'10'30"W
L17
30.04
S0732'43"E
L18
75.33
S56'16'05"W
L19
46.96
S88'48'32"W
L20
53.92
S71'21'22"W
L21
31.95
S43'25'53"W
L22
39.03
S63'25'16"W
L23
68.95
S73'30'42"W
L24
84.74
S8136'21 "W
560'23'28"W
S03'53'54"E
ML27
;60.44
S70'46'19"W
S71'34'36"W
72'55'12"W
:48'39'09"W
L31
40.03
66'57'22"W
L32
11.50
S77'06'37"W
L33
30.87
N76'28'S0"W
L34
34.91
S25'17'13"W
404 WETLANDS
LINE TABLE
LINEpr5-3
RING
L355'36"W
L360'49"W
L379'52"W
L384'32"W
L39
3S3234'37"W
L40
32.84
S59'45'42"W
L41
23.31
S79'19'28"W
L42
62.30
N82'40'41"W
L43
47.36
N77'39'34"W
L44
31.64
N77'49'55"W
L45
19.80
S83'32'25"W
L46
25.59
N74'58'27"W
L47
20.07
N86'33'16"W
L48
25.27
S67'50'55"W
L49
29.81
N47'07'34"W
L50
42.15
N72'29'59"E
L51
19.73
N12'46'57"W
L52
16.54
N05'43'30"W
L53
16.03
N23'57'10"E
L54
37.58
N75'17'56"W
L55
38.92
N41'25'15"E
L56
29.97
N54'31'47"E
L57
33.65
N29'22'55"E
L58
12.72
N39'06'24"E
L59
20.37
N60'2099'5201
20.61
'L60
N6649'41 "E
37.90
N4L61 7'40'21 "E
L62
12.27
8'47'37E
L63
20.05
1 ""EE
L64
18.62
Ili 04'02'45"E
L65
44.24
S27'24'28"E
L66
13.14
S39'03'00"W
L67
15.33
S78'15'07"W
L68
21.57
S37'16'31 "W
404 WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L69
33.74
S66'03'32"W
L70
27.64
S56'19'05"W
L71
31.40
S46'33'55"W
L72
35.31
S48'01'45"W
L73
15.59
S75'42'00"E
L74
31.58
N70'38'43"E
L75
23.74
N49'59'38"E
L76
28.01
S75'17'31 "E
L77
23.14
S07'36'40"W
L78
27.68
N58'05'45"E
L79
26.41
N25'15'14"E
LBO
27.66
N29'19'46"E
L81
13.83
N32'16'41"E
L82
15.10
N00'05'00"E
L83
26.71
1\144'08'23"E
L84
33.64
S09'01'23"E
L85
17.47
N74'00'08"E
L86
12.35
N64'S7'01"E
L87
19.81
N36'57'03"E
L88
34.78
N35'44'23"E
L89
24.11
N0622'09"E
L90
42.04
N42'47'27"E
L91
44.73
N48'14'14"E
L92
50.95
N16'34'00"E
L93
34.03
N06'18'26"E
L94
42.79
NO8'13'01 "E
L95
25.79
N08'23'13"W
L96
78.59
NO2'52'47"W
L97
26.66
N05'31'36"E
L98
25.65
N72'19'35"E
L99
15.44
N10'24'17"E
L100
81.34
S85-50'00"E
L101 1
30.24
S41'55'58E
L102
57.11
S08'39'22"E
404 WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L103
56.49
S07'37'18"E
L104
28.98
S72'55'30"E
L I U3
ay. I
S44'22'22"E
L106
76.82
N30'55'24"E
L107
48.11
S89'29'21 "E
L108
67.10
N49-11'07"E
L109
34.37
N30'33'59"E
L110
34.24
N09'36'33"W
L111
35.46
S76'57'29"W
3'25'55"W
9'14'06"W
HM39
01'38'04"E1'36'12"E
2'41'57"E
L117
68.31
1 N50'21'58"E
L118
21.67
S71'28'35"E
L119
47.75
S53'33'04"E
L120
59.60
N64'45'28"E
L121
59.53
N63'34'39"E
L122
8-84
N40'24'50"E
L123
34.19
N24'33'39"E
L124
61.85
N47'20'14"E
L125
41.40
N25'OS'52"E
L126
44 56
N11'S7'32"
L127
50.22
E
N46'07'55"E
L128
12.77
S09'51'04"E
L129
10.68
N56'55'38"E
L130
33.4,
1,456'55'46"E
L131
27.48
S68'05'A7"E
L132
51.56
N28'06'01 "E
L133
12.53
N13'46'09"W
L134
17.16
N14'27'53"W
L135
67.51
N37'12'20"E
L136
49.59
N45'33'54"E
_ L454 36.49 N54'17'42'
AS PER JIM GREGSON FLOOD ZONE 'AE"'�!`�so� L455 13.73 N28'25'35"E
0DIVISION OF COASTAL MANAGEMENT (ELEVATION = 12') - - -� - �� _ r
REVERIFIED BY CHARLES F. RIGGS, PLS L212 21 < \'3g5 ✓/! � <� !� '� - - s - t L456 35.14 N06'33'39"E
ON 01 /20/06 2 N N r ��i / L457 1, 58 N33'49'42"E
785 ELEVATION OF 1.2' O eV W ` _
7,9 L209 ` <27 J L232 �`� ' /// / ` o \' L248 / ' L266 _ - APPROXIMATE FLOOD LINE _ - L442 <� -
8� /
' LN
,� TOPSAIL SOUND `� r L3 2 L 5 L 5a so -061 ?>> w ` / r 55
cA
�J L351 L5 5� 3g *L35 �N p / �...p ® i .� ��$y / /Ln
/
_ /400
34 L71 ` L7& / o N ®
' L73 363 3 L3 1 % ^�6 � // / 6N ' 2
c I %\ / , S �- ( - NOW OR FORMERLY r L445 - \
CAMA NORMAL HIGH WATER LINE < LZa9 1
` L347 L 75 ` \ s Ls `L� , �� �9 ��� / �o 26 AS PER JIM GREGSON,
O �9 / 2�1 lJ 457
�^ 27 c3 K \ //i O 2 N r YOW DIVISION OF COASTAL MANAGEMENT 1?
6j L91 Cp® J y I r D. B. 210, P. 13 (ONSLOW COUNTY REFERENCE) ON 01 /23/ 02
® / Q O / ! ' REVERIFIED BY CHARLES F. RIGGS, PLS
�6 1 0� ®� S1� L 78 L37g ��� �O \\v.- \� / 1 � v / �� < _ N D.B. 307, P. 419 (FENDER COUNTY REFERENCE)
1 L D / �p F �\ �� / ,o r s I ON 01 /20/06 eLn
o c I ze 17e < s 0 / _ , U rn I oD D.B. 605, P. 45 r ~ �ae3.
to L85 / Q ELEVATION OF 1.2
9 ` e g7 �� // �� �OF'P�P / W I D.B. 685, P. 17
74 L375 / G W ` - ' w LA
33
BOUNDARY LINE TABLE
LINE
LENGTH
BEARING
L231
59.47
N25'31'06"E
L232
135.74
N46'57'18"E
L233
23.75
N87'36'22"W
1-234
31.09
1154*19'24"W
L235
18.69
N12'33'13"E
L236
48.46
S74'01'49"E
L237
17.73
N10'53'14"W
L238
65.31
N05'44'15"E
L239
43.62
N23'57'36"W
L240
26.66
N83'35'39"E
L241
52.67
N29'32'44"W
L242
19.67
N04'06'18"W
L243
33.87
S83'52'15"E
L244
54.91
S40'25'37"E
L245
39.88
S88'34'23"E
L246
19.76
S65'25'24"E
L247
56.81
S51'51'06"E
L248
6.19
S69'34'46"E
L249
26.73
N56'40'36"E
L250
36.58
S41'18'51 "E
L251
24.90
SO4'24'07"W
L252
15.25
S89'31'49"E
L253
78.71
S49'01'43"E
L254
41.48
S83'37'25"E
L255
39.54
N80'35'14"E
L256
15.72
N27'53'19"E
L257
13.66
N51'30'54"E
L258
50.55
N50'34'02"W
L259
45.82 1
N84'56'46"W
L260
50.41
N12'31'39"W
L261
29.29
N24'27'22"E
L262
68.45 1
N80'56'41 "E
L263
41.16
S66'42'18"E
L264
66.11
N33'48'27"W
L265
102.85
N00'36'52"W
L266
48.90
N40'12'50"E
L267
78.80
S19'00'33"E
L268
90.82
S41'03'14"E
L269
45.11
S39'26'45"E
L270
103.82
N59*13'17"E
L271
45.11
N21'33'04"E
L272
55.16
S79'27'33"E
L273
84.18
N31'56'08"E
L274
27.74
N54'11'46"E
L275
55.16
N19'47'23"E
L276 1
34.07
N14'55'10"W
L277
92.94
N34'09'05"E
L278
36.27
N69'21'46"E
L279
44.84
S69'55'04"E
L280
38.80
N05'03'46"E
L281
59.69
N61'0436"W
L282
55.63
N63'26'23"W
L283
79.89
N56'21'16"W
L284
13.51
N12'44'26"W
L285
12.59
S8038'22"E
L286
44.39
S70'43'47"E
L287
103.25
S60'05'39"E
L288
60.05
N19'04'26"E
L289
8 8.3 8
N37'56'13"E
175
29 404 WETLAND ELINEATION /� LIMITS OF `9 u17 J < ` / > o X 01
` < 1 j ' /! s , AS PER LILLET GRANADE / // DISTURBANCE i _ `� �, <, IxC,� p _ 136 LA
F E(T1
® > O �� 24 U.S. ARMY COR S OF S / /
� ? / / � a0 ` \ �s �rr� ' 41 CD
W LIMITS � �
p �A !�// < MITS OF 01 /05/ 27 / / < X � l � (-r
DISTURBANCE r 23 24 20 / 16 �a0 \ \ ,Q - v 2- < 1 J �/ L�T7 U
25' ACCESS EASEMEN
t a - 4 _ L270 �.2� _ �-'Zi \, �� Lazs L429 I i Lu / 0 1 , BUILDING -P.
-2-- 274
L 08
` C 19 ��j ` I L/ / / as j ' _ L417 L422 L42 �a1kCa3 v ; ' LIMITS OF // r
r� , � La � DISTURBANCE I � i srAn /
COASTAY/WE f ND DELI E ON C12, L� _ L1 2 ` La2i � goo
•' S \ / � �=1' / '
AS PAR Jp, S N DAIL, D / - � 0 �� f e
`. POPSBASI D _ - � 43 �' _ _ 1;./07/05\ \ ( �' "' ' 4- - \ f s 4 ..i e }`® P S33'57'17"W
PROPOSED L30 ` _ _C� ` i A / _
L32 32 L37 L36 \SWALE t3j9 ERR �' i - Ga'9-*A�1 T 72.49
>> ` PROP
7 17 � �-
s � \ POND s ,-_ a � t3 � � \ -- - __
L25 10
PROPOSEDL3
REFERENCES \ \ I 01 \` ` �_� �' a
= - - - - - _` _ _ _ _ _ _ _ �-�. L139 SWALE u / Ls L5 L138
D.B. 177, P. 433 \ ( s c23 P®°posep L140 I�
gsrH q er L L141 o 119
1
D.B. 277 P. 3 \ COASTAL ,WETLAND DELIN ATION "pt° _ 4� 0 ;
D.B. 277, P. 307 � � AS`PER ASON DAIL, DC t3 _ _ � 11 _ 1
D.B. 283, P. 351 OWNER �7) �■ \ 12/07 fp a tZ2 21 !_ - - - - - - - - - L
D.B. 307, P. 36, 2 ♦ / t3°3 ' _
D.B. 331 or 336, P. 502 L. MARK YOW �� _ - - 15 c a �,•
D.B. 605, P. 45 THE PALMS AT BOCA BAY, LLC I `?� N 1
D.B. 685, P. 17 LJM VENTURES, LLC 47 !,9 PROOPOSED ASI.� LTA , L - 9
D.B. 732, P. 843 LJM DEVELOPERS, LLC I `299 1-50
HYDRA vi
i I L144 z air '
D.B. 812, P. 296 1900 EASTWOOD ROAD w =
D.B. 812, P. 303 WIL.AAINGTON NC ;_C403 C 7 `�' ` _ ► ` � � _ � _ _ -
512
D.B. 812, P. 310 (910) 520-55y3 70 �` 000
/ / \` _ _�_. y S2
ii
D.B. 812, P. 317i�
D.B. 1065, P. 836 TITLE SOURCE 169 �� �6 7 ` / �$
D.B. 1065, P. 843 L16 67 Q
D.B. 210, P. 13 8 �
D. B. 1336, P. 826 D. B. 307, P. 419 LID, Nro L 16 4-0
D.B. 1339, P. 953 D.B. 605, P. 45
D.B. 1424, P. 321 GRANT #1695 D.B. 685, P. 17
GRANT #1731
M.B. 4, P. 60 ZONED R-5
M.B. 38, P. 84 ZONING SETBACKS
FRONT = 15'
LEGEND REAR = 20'
SIDE = 7.5'
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EIP = EXISTING IRON PIPE (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)
EPK = EXISTING PARKER-KALON NAIL (FOUND)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
SIP = SET IRON PIPE
SIR = SET IRON ROD
SMN = SET MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
MBL = MINIMUM BUILDING LINE
R/W = RIGHT OF WAY
= CENTERLINE
® = TELEPHONE PEDESTAL
cCL) = POWER POLE
TOTAL AREA
757086 Sq.Ft.
17.380 ACRES
PROPOSED
DISTURBED AREA
90422 Sq.Ft.
2.076 ACRES
NOTE
PROPOSED
PROPOSED
WALK WITHIN 75' AEC
STREET WITHIN 75' AEI:
= 2263
= 12954
Sq.Ft.
Sq.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE
TOTAL LOT AREA WITHIN 75' AEC =
= 15217
426024
Sq.Ft.
Sq.Ft.
PROPOSED
IMPERVIOUS AREA WITHIN 75'
AEC =
3.6%
- - - - - 30' CAMA BUFFER
-- 75' AEC
------- - - - - -- LIMITS OF DISTRUBANCE
j AUG 17 2006
)1, l ;ION OF
CGASTAL MANAGEMENT
L 166 S Ik- W
L165 16 9r � � NOW OR FORMERLY � '' h� TURNER >
D.B. 1602, P. 141 g a I
NOW OR FORMERLY TOPSAIL SIC--%- f ♦ NO EXISTING LAND USE M �I
TURNER z
D.B. 1602, P. 141
NO EXISTING LAND USE j
a
CAMA NORMAL HIGH WATER LINE
AS PER JIM GREGSON 154 DIVISION OF COASTAL MANAGEME'r' �J Li 53
ON 00
11//2203//0062 _N°REVERIFIED BY CHARLES F RIG�-E GRAPHIC SCALE Z� �CI
,
ELEVATION OF 1.2' 60
I
30 80 120 240
3 >I Q
N Q �
=
I
( IN FEET) '`) N
W Q
1 inch = 60 ft- z 0I
W \ II0-
CAMA PLAN =OR I� R/W
THE RESIDENCES AT BDCA BAY
R/w N.0 HIGHWAY 210
100' R/W (ASPHALT -PUBLIC)
- -- -- - P K
DATE: AUGUST 2, 2006
PS-' - - - P, PENDER COUNTY, NORTH CAROLINA ---- - - - DRAWN BY: -i, HALMS
TOWN _ JRF CITY FIELD BOOK: IND , PAGE: 14
COMPUTER: WS 6/PROD/03-03-47A-CAMA dwa
PROJECT NUMBER: 03-03-47
SHEET I OF 3
�4CQ-Q�

DC
Y;
;r
I, CHARLES FRANCIS RIGGS . PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY AS SHOWN ';HEREON IN
ACCORDANCE WITH THE STANDARD$ 01' PRACTICE
FOR LAND SURVEYING, .fN , NO. TH - C`AROLINA. THAT
THE RATIO OF PRECISION` AS.. CALCULATED BY
LATITUDES AND ,QEP�ARTI*1R S IS: 1:10.000+
CHARL S FRANCIS RIGGS P.L.S. L-2981
S�
5.0'
4.5'
_ A Z'
E P%) E IV Fj
AUG 17 20M
DiVIS1ON OF
COASTAL MANAGEMENT
2.7'
i I N
z w' OI oM w z
iiF F a j
=1 zI
a a w w o
2 UI y) 0) I :3
0
= o) z z
m
0
z wI wI w �W z <II
a <I n) n la < ¢ ( g <
3 < I 2 't ¢ I I ®I
0I I I0 i I �I i
PI)
z I I ( I i I I I I PROPOSED BUILDING
13'1 1 13'
EXISTING CONTOUR I PROPOSED WALK
►I -----�
I C EXISTING CONTOUR II �II 4.7'
I
PROPOSED WALK
PROPOSED POOL _"
Elm
3.8 4. T RO-O DSTREET ffiT
®--------- ---i-----_-- 5 - 3
--16'---X=- ------- `PROPOSED RETAINING WALL
PROOSED PROPOSED
( I
WA R LINE SEWER LINE I I ( 1
I I i
I I
r DISTURBED AREA I
DISTURBED AREA �1
� f
STREET
MAXIMUM WATER LEVEL = 4.3'
4 BASIN LINED WITH MULCH & WOODY VEGETATION
BOTTOM ELEVATION = 2.7'
WATER EXIT = 4.3'
It.1j -
4.3'
-- 3.0'
NOT • SCALE
EACH BASIN WILL BE LINED WITH MULCH AND PLANTED WITH
WAX MYRTLE (Myrica Cerifera L.) SHRUBS, 15' ON CENTER.
Common name: WAX MYRTLE
Botanical name: Myrica cerifera L.
Zones: 8,9
Growth form: Evergreen shrub to small tree
Height: 10-15 ft
Growth rate: Medium
Site conditions: Best in moist organic soils of the Coastal
Plain; will tolerate dry sites including
sand dune areas, and infertile, acid soils;
full sun to one—half shade.
(As Per State of North Carolina EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, Appendices, Table 8.02b)
m&JOT TO SCALE
WATER EXIT = 4.3'
MAXIMUM WATER LEVEL = 4.3'
EXISITING GRADE = 3.0'�
SEASONAL HIGH
WATER TABLE
20" 12"
NOTE
ALL GRASSED AREAS WILL BE CENTIPEDE SOD.
a
BOTTOM ELEVATION = 2.7'
\ tit t•► �� \ t•\ � L
NOT • SCALE
CAM% =_ *'J FC=
THE RESIDENCES AT BOCA BAY
TOPSAIL — PENDER COUN 7 Y, NORTH CAROLINA
-OWN OF `SURF CITY
EL. 4.5'
404 WETLANDS DELINE/
COASTAL WETLANDS DEL
PROPOSED RETAINING WAl
TO BE 1' ON THE UPLANC
OF THE COASTAL WETLAN
PROPOSEDS
20' ASPHALSZREES
0 r
20
/
/
5
EPSEMENS
25 PCCES
10
GRAPHIC SCALE
20 40
80
( IN FEET )
1 inch = 20 ft.
DATE: AUGUST 2, 2006
DRAWN BY: J. HALMS
FIELD BOOK: IND , PAGE: 14
COMPUTER: WS 6 PROJf03-03-47A—CAMA.dwg
PROJECT NUMBER: 03-03-47
SHEET 2 OF 3

L-:
0
c-
r{
75
T
C
, CHARLES
FRANCIS RIGGS ,
PROFESSIONAL LAND
SURVEYOR,
DO HEREBY CERTIFY THAT
I HAVE
SURVEYED
THE PROPERTY AS
S 9jOl +W40N IN
ACCORDANCE
WITH THE STA
'eYT)CE
FOR LAND
SURVEYING IN IN �
/ %T
T
ENE RATIO OF PRECIS'0 .�+
�`�,
�g
.-BY
A? 7UD ES
-
N PA D D E R J RES
1
4
THIS
S T0 ,�RT Y TH
AT THE SUBJECT aROPERTY
S LOCATED IN FLOOD ZONE VARIES WHICH
is A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY THE DEPARTMENT OF HOUSING AND
URBAN DEVELOPMENT. COMMUNITY PANEL NUMBER
370186 0002E JANUARY 22 1998
BOUNDARY LINE TABLE
LINE
LENGTH
BEARING
L137
35.88
S37'17'51"W
L138
46.86
S42'53'30"W
L139
48.22
S41'48'41 "W
L140
85.53
S43'48'55"W
L141
74,00
S43'48'56"W
L142
43.31
S30'27'09"W
L143
57.87
S02'34'48"E
L144
129.22
S42'39'47"W
L145
25.96
S62'25'45"W
L146
14.85
S13'29'50"E
L147
89.76
S40'24'23"W
L148
51.42
S24'56'21"W
L149
52.75
S10'46'09"N
L150
46.37
S09'29'16"W
L151
54.81
S18'31'_08"E
L152
54.33
S24'45'27"N
L153
84.40
S45'16'16"W
L154
61.13
S61'04'52"W
L155
70.70
S71-10'46"W
U 56
39.84
N65'29'45"W
L157
21.90
S89'48'53"W
L158
26.28
N46*50'O1"'N
L159
37.79
S81'55'43"W
i Ll60
15.99
S56'04'39"W
1 �L161
42.11
S69'34'04"w
L162
17.52
S30'00'24"W
U 63
39.32
S10'18'09"W
-164
17.99
S28*25'31"W
1_165
52.19
S51'58'44"W
L166
64.14
S60'21'44"W
L167
66.48
S54'40'11"W
I L168
63.49
S57'43'03"W
L169
27.47
S59'59'56"W
L170
113.53
S68'59'38"'W
L171
29.79
S77'18'24"W
L172
86.14
S82'02'00"W
L173
65.69
N85'17'12"W
L174
26.37
N77'55'27"W
L175
29.68
N74'45'18"W
Li76
64.34
N78'51'10"W
L177
54.23
N87'20'58"W
L178
28.58
N80'02'03"W
L179
94.82
N66'05'08"W
L180
53.53
N76'03'39"W
L181
51.82
N86'59'23"W
L182
65.23
N81'49'12"W
L183
26.23
N76'17'06"W
L184
77.26
N59'40'49"E
L185
72.32
N70'21'14"E
L186
23.82
N73'46'48"E
L187
29.47
N83'04'31"E
L188
22.11
S89'36'54"E
L189
128,91
S72'29'19"E
L190
97.91
S74'53'40"E
_'.91
17.92
S86'30'26"E
U 92
47.40
N84'00'22"E
L193
55.72
S88'10'46"E
L194
27.40
S76'11'59"E
L195
25.31
N84'05'26"E
L196
16.20
N09'14'09"E
L197
19.08
N37'53'07"W
L198
27.69
N73'08'52"W
1 L199
26.64
S82'36'10"W
L 2 0 0
31.41
N86'55'50"W
L201
33.51
N72'35'27"W
L202
44.12
N86'26'23"w
L203
32.26
N43'13'48"W
t L204
69.80
N59'37'37"W
L205
12.84
N41'07'O8"W
�L206
8.71
N17*16'07"W
I L207
120.84
NO3'29'55"W
L2C8
20.35
S86'52'41 "E
I L209
9.45
N44'52'48"E
L210
18.25
N17'01'24",V
L211
24.25
N27'00'28"E
1_212
39,23
N49'25'39"E
1_213
25.74
N41'53'27"E
L214
27.15 1
S61'53'06"
1_215
43.08
S82'41'27"4V
L216
28.21
N75'05'00"E
L217
29.92
N76'57'06"=
I L2'8
15.26
N15'36'0'"E
L 219
93.17
N28'49'52",4
L22'9
32.32
N2''48'54",ti
L221
25.34
N26'a6 46"E
L222
27.37
N86'24'48"E
L223
21.44
S40'25'22' E
L224
66.12
I
S22'41 55"E
L225
43.45
S03'25'21 "E
L226
9.63
S2'.'28'12"E
L227 I
14.74
S12-04'32"r+
L228
29.98 I
S48'38 33"E
L229
18.63
N25 26
L 2 3 0
54.5C
NO2 3
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A
_ i
LAW
HA L OR P CHANGE N THE OUR H E E PUBLISHED ED REGULATIONS,
GJL ONS THIS DETERMINATION E ON
OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE
UTLIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
REGULATORY n; =!C uL
DA`E
���fOU�sa9 --
USACE ACTION ID
re:
BOUNDARY LINE TABLE !
LINE
LENGTH
BEARING
L23i
59.47
N25'31'06"E
L232
135.74
N46'57'18"E
L233
23.75
N87'36'22"W
L234
31.09
N54*19'224
L235
18.69
N12*33'13"E
L236
48.46
S74'01'49"E
L237
17.73
N10*53'14"W
L238
65.31
N05'44'15"E
L239
43.62
N23'57'36"W
L240
26.66
N83'35'39"E
L241
52.67
N29'32'44"W
L242
19.67
NO4'06'' 8"'W
L243
33.87
S83'52'15"E
L244
54.91
S40'25'37"E
L245
39.88
S88'34'23"E
L246
19.76
S65'25'24"E
L247
56.81
S51'51'06"E
L248
L249
L250
L251
6.19
26.73
36.58
24.90
S69'34'46"E i
N56'40'3, 6 E
S41'?8'S1_'E�
SO4'24'07"W
�L252
15.25
S89'31'49�"E
L253
78.71
S49'01'43"E I
L254
41.48
S83'37'25"E
L255
39.54
N80'35'14"E
! L256
15.72
N27'53'19"E
L257
13.66
N51'30'54"E
1 L258
50.55
N50'34'021V
L259
45.82
N84'56'46"W
L260
50.41
N12'31'39"W
L261
29.29
N24'27'22"E
L262
68.45
N80*56'41"E
L263
41.16
S66'42'18 EE
L264
66.11
N33'48'27"'W' I
L265
102.85
N00'36'52"W
L266
48.90
N40'12'50"E
L267
78.80
S19'00'33"E I
L268
90.82
S41'03" 4"E
L269
4 5. 11
S39'26'45"E
i L270
103.82
N59'13'17"E '
L271
45.11
N21'33',4_'E�
L272
55.16
S79'2733 E i
L273
84.18
N31'S6''
L274
27.74
N54'11'46' -
L275
55.16 1
N19'47'23"E "
L276
34.07
N14*55'10"W
L277
1 92.94
N34*09'05"E
L278
36.27
N6 '46"L
L279
44.84
S69'55'04""
L280
38.80
N05'03'45'E
L28'
59.69
N61'04'36",h
L282
55.03
N63'26 23-N
L283
79.89
N56_21 5"W
L284
13.51
N12*44'26"A
L285
12.59
S80'38'22"E
L286
44.39
S70'43'47"E
L287
103.25
S60'05'39"E
L288
60.05
N19*04'26"E
L289
47 48
N37'56'13"
FLOOD ZONE "VE"
(ELEVATION = 12')
'WETLANDS
4000ASTAL
LINE TABLE
� T H
G
�LEN A I�
B_ R NG
27.52
S34'23'53"W
L291
22.24
547'18'03"W'
L292
82.83
S40'28'5'''W
L293
43.41
S42'52'42"W
L294
12.37
S44'47'16"W
L295
65.32
S35'21'59"W
L296
61.60
S41'32'03"'W
L297
39.74
S16'25'45"E
L298
106.10
S52'44''0_'WJ
L299
55.50
S26'00'35"'W
L300
30.91
S06'18'40"'W
L301
55.11
S62'49'50"W
L302
91.11
S68'00'09"W
L303
62.81
S68'48 36"W'
L304
72.54
S65'33'13"W
L305
45.44
S72'57'OC"W
L306
25.31
S87'35'51 "W
L307
32.31
S88'S2'OC"w
L308
26.19
S75'40'27"W
L309
20.43
S65'50'24"W
L310
40.34
S38'25'00"'N
L311
6.47
S42'41'20"
L312
17.72
S25'1 V35"E
L313
42.85
S70'07'39"W
L314
30.54
S73'00'07"W
L315
26.00
N82'05'36"W
L316
21.34
S87'40'48"W
L317
35.32
S4413'04"W
L318
22.35
S54'03'01 "W
L319
25.97
S71'06'29"W
_COASTAL WETLANDS
_ LINE TABLE
LI: J E
LENGTH
i BEAR N G
L3?0
20.42
S79'44'02"W
L321
31.34
N80'45'40"W
L322
21.77
S13'35'15"w
L323
59.62
S36'31
L324
40.27
I S22'37'24'W
L32_5
45.38
, S4,Y 29"'W I
L326
34.62
S44.01'14"W ,
L327
29.73
S85'50'07"W'
L3288
440.37
N87'21'02"W I
L329
I 22.07
S86'33'48"W
L330
41.39
N81'30'14"W
L331
35.75
182*18'39"W
L332
25.10
N82'39'54"W
L333
23.86
N67'14'52"W
L334
19.54
S57'39'49"W
1-335
38.18
S45'25'47"E
L336
36.41
S88'58'44"E
L337
19.16
N88'58'50"E
L338
12.05
S15 56 25 E ,
L339
27.05
S75'51'14"W
L340
13.36
S72'24'02"W
L341
16.73
S85'37'43"W
L342
23.70
N82'38'33"W
L343
19.03
NO3'15'24"E
L344
39.58
N26'10'52"W
_ L345
28.78
S75'41'08"W
L346
22.61
N28'25'42"W
L347
20.55
N43'23'48"E
L348
34.61
N08'40'25"W )
[='-49
22.06
N76'02'49"E
APPROXIMATE�
FLOOD LINE N
FLOOD ZONE "AE"
(ELEVATION = 12')
REFERENCES
D.B.
177, P. 433
D.B.
210. P. 13
D.B.
277, P. 307
D.B.
283, P. 351
D.B.
307, P. 419
OWNER
D.B.
331 or 336, P. 502
L. MARK YOW �7�>
D.B.
605, P. 45
ID
D.B.
685, P. 17
LJM VENTURES, LLC
D.B.
732, P. 843
THE PALMS AT BOCA BAY. _LC
D.B.
8? 2. P.
1900 EASTWOOD ROaD
D B.
812. P. 303
03
WILMINGTON , NC 28403
D.B.
812, P. 310
[phone]
D.B.
812, P. 317
D.B.
1065, P. 836
TITLE SOJRCE
D.B.
1065, P. 843
D.B. 210, P. 13
D.B.
1336, P. 826
D.B. 307. P. 419
D.B.
1339. P. 953
D.B. 605. P. 45
D.B.
1424, P. 321
D.B. 685, P. 17
GRANT #1695
GRANT #1731
M.B.
4, P. 60
ZONED R-5
M.B.
38, P. 84
ZOMNG SETBACKS
FROti T = 15'
REAR = 20'
1 --�;FND
SIDE = 7.5'
CC
= CONTROL CORNER
EC'.+
= EXISTING CONCRETE
MONUMENT (FOUND)
ER
= EXISTING IRON RCD
(FOUND)
E'a
= EXISTING IRON PIPE
(FOUND)
E'-'%
= EXISTING MAGNETIC
NAIL (FOUND)
E=
= EXISTING PARKC P-KALON
NA'L (FOUND)
ERRS
= EXISTING RAILROAD
SPIKE (=CJND)
SC'A
= SET CONCRETE MONUMENT
_
(C-_'NTROL CCPN= 4'
SIP
= SET IRON F,PE
SIR
= SET IRON ROD
'?.'N
= SET MAGNETIC NAIL
(CONTRO_ CCRNE�-
SPK
= SET PARKER-KALON
NAIL (CONTROL COR�.ER
YE
= MINIMUM BUILDING LINE
R N
= RIGHT OF 'NAB
C
= CENTERL NE
= TELEPHONE PEDESTAL
rG,
= POWER p0_E
CHARLES F. RIGGS & ASSOCIATES, INC.
LAND SURVEYING - CONVENTIONAL & GLOBAL PO�'ITIO.\-I_\"G SYSTEMS,
LAvD PLANNI1%'G & COMPUTER MAPPING
= 202 WA.RLJCK STREET
P.O. BOX 1570
r JACKSONVILLE, N.C. 28541-1570
TELEPHONE: [phone]
% FACSIMILE:[phone]
E-MA!L riggslard9bizec.rr.com
'- - - - -- 30' CAMA BUFFER
COASTA- WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L350
33.95
N61'18'46"W
L351
30.14
N42'32'16"E
L352
43.42
N45'04'25"E
L353
36.83
N39'23'36"E
L354
27.86
N53'15'26"E
L355
15.74
N72'36'33"E
L356
39.76
N46'14'03"E
L357
28.04
N71'50'?6"E
L358
23.08
N18'4C'?3"E
L359
27.34
S24'15'16"E
L360
29.51
S12:25'02"W
L36
1 6 .83
S5 '14' 9 33 W
L362
29.36
S48'40'18"'W
L363
I 48.92
S51'06'14"W
L354
22.03
S08'22'34"W
L365
22.01
N63'02'33"E
L366
22.96
N60*25'51 "E
L367
34.87
N70'30'26"E
L36B
33.52
S87'13'48"E
L369
44.24
N31'01'06"E
L370
40.27
N24'45'19"E
L371
9.94
S31'00'48"E
L372
18.60
S02-1O'10"W
1 373
23.10
S72'52'25"E
L374
23.62
N41 °57'21 "E
L375
32.15
N47'3846"E
L376
45.02
N22'5811"E
L377
25.75
N22'55'21 "E
L378
24.39
N59'45'55"E
L379
25.76
N58'29'27"E
NOW OR FORMERLY
TURNER
D.B. 1602, P. 14"
NO EXISTING LAND USE
CCA.STAL WETLANDS
LINE TABLE
LINE
LENGTH
BEARING
L380
31.65
1 N22'52'10"E
L38'
46.06
N09'49'05"E
L382
32.85
I NO3'27'24"E
1_383
33.31
N09'18'38"E
L384
!
65.97 N2811'58"W
�L385
33 47
N25.14'20"E
L386
39.90
N07-02'd3"E
L387
I 23.41
N77'12'15"E
L388
20.47
N26'01'50"E
L389
t18.68
N53'1530"E
I L390
27.61 I
S76'47'16"E
{ L391
1 35.20 I
S83'47'45"E
Lr 392
31.15
r S44'25'S9"E
1393
25.30
S22'24'40"E
L394
33.18
S06'41'31 "W
L395
24.83
S05'00'51 "E
L396
36.75
S24'31'1_7"E
L397
23.12
S77'51'44"E
r L398
39.00
S55'41'06"E
L399
44.38
S27'06'28"E
L4C0
`:3.75
N55'07'39"E
COASTAL W'ET L�NC'S
LINEr
TABLE LE
LINE
LENGTH
BEARING
L401
37.28
I NO2'18'21 "E
L402
15.25
N66'33'53"E
L403
24.60
S83'45'22"E
1-404
34.10
F N76'41'25"E
L405
44.72
! N64'50'51 "E i
L4C6
59.57
N 6'24"E I
L407
41,95
1 N28'05'32"E
L408
14.74
N66'05'13"E
L409
21.70
N09*27'41 "W
L410
18.76
N1314'15"W
L4' 1
14.15
N43-10'02"E
L412
7,49
N18'29--5
it L413
16.53
-*
N08'59'30'E �
L4' 4
22.77
S72'56'39"E I
L415
29.95 I
S68'32'38"E ;
L416
23.97 '
S57'45'13"E I
L417
67.25
N58'35'31"E
L418
29.63
N74*18'38"E
L419
32.76
N48'S9'58"E
L420
49.80
N40'07'17"E
L421
44.05
N45'01'33"E
�5 I
,:JAST-- --- -
CO=,ST 'NETLA%DS
I NE TAB
LE
LINE
LENGTH
BEARING
L422
31.38
N42'45'11"E
1-423
33.61
N49'46'38"E
L 4 2 4
23.82
N12'08'42"E
L425
67.76
N16'17'27"E
L426
27.21
N32'45'52"E
L427
18.90
S79'22'30"E
L428
22.53
N55'46'57"E
L429
25.09
N56'34'47"E
L430
22 47
S62'20'49"E
L431
14.16
N72'16'41"E
L432
{ 20.14
N81'30'25"E
L433
33.20
NO3'26'40"W
L434
14.12
N24'45'02"W
L435
8.C7
N48'29'36"E
L436
19.75
N41'30'24"W
1437
28.90
N14'36'58"E
L438
17.07
N58'21'33"W
L439
3475
N61'47'18"W
L440
72.89
N60'47'24"W
L441
47.64
N61'08'06"W
L442
27.49
N44'12'31"W
L443
69.33
S68'32'14"E
L444
29.54
S62'49'05"E
L445
8.19
S35'28'27"E
L446
64.80
S58'55'04"E
L447
28.53
S81'24'32"E
L448
31.87
S74'29'04"E
L449
27.11
N09'07'00"E
L450
36.47
N60°41'45"E
1451
3.11
N23'57'52"E
THE BALMS AT B 0 CA BAY
i
404 WE I L.NDS
LINEA I E
TABLE
LINEjj68,60
LENGTH
BEARING
L134,60
S36'01'16"W
L234,71
S44'26'31 "W 1
L3
S42'26'35"W
L4
3994
S45'41'30"W I
L5
19.93
18,91
21,1,
47.28
S39'59'50"W
L6
S45'41'32"W
L7
S45'41'36"W
L8
S41'06'33"W
L9
69.84
S35'11'21"W
L10
32,50
S45'52'31 "W
tt L
45,81 ,
8
S34' 'tl" 22 W
L12
32.37
S07'20'43"W
L13
24.47
S29'31'49"W
L14
24,91
S69'22'22"W
L15
50.70
S32'24'2 2"W
L16
40,41
S48'10'30"W
L17
30.04
S07'32'43"E
L18
75.33
S56'16'05"W
1_19
46.96
S88'48'32"W
L20
53.92
S71'21'22"W
L21
31.95
S43'25'53"W
L22
39.03
S63'25'16"W
L23
68,95
S73'30'42"W
L24
84.74
61.14
38.26
60.44
27.97
32.32
S81'36'21"W
L25
S60'23'28"W
L26
S03'53'54"E
L27
S70'46'19"W I
L28
S71'34'36"W
L29
N72'55'12"W
L30
50.19
S48'39'09"W
L31
40.03
S66'57'22"W
L32
11.50
S77'06'37"W
L33
30.87
N76'28'50"W
L34
34.91
S25'17'13"W
404 WETLANDS
�N L E TABLE
LINE
LE"NGTH
BEµ RING
L35
33.90
S06'35'36"W
L36
26.60
S51'30'49"W
L37
; 44.35
I S36'09'52"'W
1_38
--
I 14.47
1 S53'44'32"W
! L39
35.04
1 S32'34'37"'N '
L40
32.84
S59'45'42'W
L41
23.31
S79'19'28"W
L42
62-30
N82-40'41"W
L43
47.36
N77'39'34"'W
L44
31.64
' NJ77'49'55"W
L 4S
' 9.80
-
; S83'32'25"W
L46
25.59
N74'58'27"W '
L47
20.07
i N86'33'16"W
L48
25.27
S6 *50155"W
L49
29.81
N47'07'34"'N
L50
42.15
N72'29'59"E
L51
19.73
N12'46'57"W
L52
16.54
N05'43'30"'W
L53
16.03
N23'57'10"E
L54
37.58
N75'17'56"W
L55
38 92
N41*25'15"E
L56
29.97
N54'31'47"E
L57
33.65
N29'22'55"E
L58
12.72
N39'06'24"E
L59
20.37
N60'09'21"E
L60
20.61
N66'49'41"E
L61
37.90
N47'40'21"E
L62
12.27
N78'47'37"E
L63
20.05
N71'29'50"E
L64
18.62
N04'02'45"E
L65
44.24
S27'24'28"E
L66
13.14
S39'03'00"W
L67
15.33 1
S78'15'07"W
L68
21.57
S3T16'31 "W
6C
404 WETLANDS
LINE E T BLE
SINE
I LENGTH
BEARI^ G
L69
33.74
S66'03'32"W
L70
27.64
S56'19'05"W
31.40
1 S46'33'55"W
L72
35.3'
1 S48'01'45"W {
FL71
L73
15.59
1 S75'42'CO"E
L74
31.58
N70'38'43"E
L75
23.74
N49'59'38"E
L76
28.01
S75'17'3 "E
L77
23.14
S07'36'40"A
L78
27.68
N58'05'45"E
9
26.
N25*15 4"E
L80
27.66
N29'19'46"E
L81
13.83
N32'16'4' "E
L82
15.1 C
NOO'05'00"E
L83
26.71
N44*08'23"E
L84
33.64
S09'01'23"E
L85
17.47
N74'00'C8"E
L86
12.35
1\164'57'01" E
L87
19.81
N36'57'03"E
L88
34.78
N35'44'23"E !
L89 i
24.11
N06'22'09"E
L90
42.04
N42'47'27"E
L91
44.73
N48'14'14"E
L92
50.95
N16'34'00"E
L93
34.03
N06'18'26"E
1_94
42.79
N08'13'01 "E
L95
25.79
N08'23'13"W
L96
78.59
NO2'52'47"W
L97
26.66
N05'31'36"E
L98
25.65
N72'19'35"E
L99
15.44
N'0'24'17"E
L100
81.34
S85'50'00"E
L101
30.24
S41'55'58"E
L102
57.11
508'39'22"E
GRAPHIC SCALE
C 30 60 120
( IN FEET )
1 inch = 60 ft.
(- 404 WETLANDS
LINE TABLE
_ NE
LENGTH
BEARI^JG
L1C3
56.49
S07'37'18"E
L104
28.98
S72'55'30"E
I- �,
d CS
89.15
S44'22'22"E
L'C6
70.82
N30'55'24"E
�107
48.11
S89'29'21"E
L'CS
67.'0
N49'11'07"E
L1C9
34.37
N30'33'59"E
L110
34.24
N09'36'33"W
L'? 1
35.46
S76'57'29"'W
L112
28.51
N53'25'55"W'
Ll 13
23.60
N69'14'06"'N
L114
39.90
N01'38'04"E
L115
53.52
S81'36'12"E
L1?6
28.39
S62'41'57"E
L117
68.31
N50'21'58"E
L118
21.67
S71'28'35"E
L119
47.75
S53'33'04"E
L120
59.60
N64'45'28"E
L121
59.53
N63'3439"E
L' 22
83.84
N40'24'50"E
L123
34.19
N243339"E
L124
61.85
N47'20'?4"E
L125
41.4C
N25'08'52"E
L126
44.56
N11'57'32"E
_127
50.22
N46'07'55"E
L128
12.77
S09'51'04"E
L129
10.68
N56'55'38"E
L' 30
33.47
N56'55'46"E
L131
27.48
S68'05'47"E
L132
51.56
N28'06'01"E
L133
12.53
N13'46'09"W
L134
17.16
N14-27'53"W
L135
67.51
N37'12'20"E
L? 36
49.59
N45'33'54"E
240
I
SI TE
� Z
N�
O
VICINITY SKETCH
NOT TO SCALE
�2-
N
ao
N
1�
c� 25' ACCESS EASE
,4YDRA T
HYDFIRE
RANT
_ • 2
SZ ,I
I
I^
W
�~
W I�
I
ZI�
j JL
I
Q�Q
=
it
Of
WIQ
FLOOD ZONE "AE"
-
(ELE`✓AT10N = 12')
I
I ::D
j
APPROXIMA"E FLOOD - 4=
- - -
-W iCL
_ _
>IQ
Q i
FLOOD ZONE "VE"
C✓ R f (ASPr. -PUBLICS
_ _ ---- -- _ - -- - EP CL
_ - - -- - - - DN;E: J INE 21 2001 `•J j f'
DRAWN 3Y75
(J D BOOK: IND PAGE: ' 4
COMPUTER: AS 6 /PROJ/03-03- 47 A- *L. d'r C1
i, RoJLI- I NUMBER: 03-03-47 I