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HomeMy WebLinkAbout62-12 Oversized PlansBOUNDARY LINE TABLE Line Bearing Length L1: S69'34'2 "W 47.92' L2 S82'10'03W 117 ' L3 S66'05'38'W 20,9 ' L4 S7254'11"W 16.23' L5 S80'32'47W 12.04" L6 - .0 3" 13.21,E L7 S89.17'33"W 5.49' L8 N3816134"W 15.02' _�- L9 N1119 38"W 14.91' _ Lt0 N10'36 09"E 9.34' L11 N36'0 `45 L12 N2551'27"E 6.14' L13 N32"585 "E 3.30" L14 N4417 33 E 10 L15 N32"58 57 E 3.30' L16 N00' 2'27"W 5.49'______� I_1J N48'2 '0 "W 13 61' L18 N75'46'34" 1 1' I_fi9 S86 06' "W 18-51' L20 S 1'09'45'W 12-95' L21 S751523"W .5-10' L22 S73'20'50"W 26.66' L23 S7711'52"W 13.11' L24 S83'51'08"W 19.32' L25 S81.094 "W 19.42' L26 S66.21' 8'W 25,85' L27_ S81'41'52"W 13.86' L28 S83'34'55"W 36.81' L29 S68'05'38W 27.89' L30 S6 '26'17"W 0,58' L31 S54'47'02" 17J8' L32 S48'28' 9"W 26,62' L33 S42'33'25"W 21,3.1 L34 S42' 6'42" 20.08' L35 S41'48'11'W 14.91' L36 S47'09'18'W 5,93' _ L37 S38'23'11"W 18.8W L38 S32'58'5 L39 S33'4E'04"W 17.78' L40 S06'25'03"W 14,78' L41 S00'4 ' 7"E 19.23' L42 S05'06'22" 11.94' L43 S00'42'27"E 13.73' L44 S30'57'50"E 12.72' L45 S19'08'33" 14.48' L46 S17'05'49"E t6.23_--- L47 S12"48`0 13.11' 1_48 S30"0355E 16.81' L49 S45' 2'27"E 2.59' L50 S3311 '43"E 11.94' L51 _ S3614`43" 15.75 L52 S36'44'05 1 .45' L53 S32"4 '46"E 17.28" L54 S2115'49"E 7.82' L55 2O6"00'0 "W 15_67' L56 S34'1TO4"W 11.18' L57 S3710` 3" 10.44' L58 S03'41'28"W 11.94' L59 S00'4 ' 7" 6.41' L60 S13'79 W 11.33' L61 S3710 03 W 10,44' L62 S60-59'30'W 27.04' L63 S 8'0 '31'W 17.68' L64 77 08�13 27.3 ' L65 _ N82'5632W 2 .33' L66 N55 5 59 W 25 6 ' L67 S8917 33 W 13 73' L68 S73 01 56 W 22 89' L69 S4417'33" 6.47' L70 S62'4S39"W 12.2W ____ L71 N50 8.44" L72 N'7419 0 "W 16.23' ^ L73 N57'01'03"W 9 90' L74 N45`42' 7" 18.13' L75 N2919 05"W 11 47' L76 N1201'03"W 9 34 L'17 NOO.42'27"W 14.65' L78 N20 41' 6"W 10,7 ' L79 S89'17'3 " 5.49' LBO S5 '45'17"W 15J5' L81 S25 51 27 W 14.3 L82 S21 40 W 18 83' _ __ L63 S22'29' 8"W 13,95' - L84 S41'48'11" 1 .91' L85 S54'35'51'W 14.48' L86 S64'05' 9"W 17.20�- L87 S7T5 ' 7"W 4.67' L88 N7 16'21"W 20,27' L8 9 _ N76'40'16"W 11.33',:� L90 N40'30'47"W 7.15' L91 N87'20'28"W 15.59" L92 S75'15'23_W 7.55' 793 S60'40'55'W 11.47' L94 S72 5'3 "W .56' L95 S t 41' 2" 1 .8 ' L96 N34 23'51" 3 3C'__�,_ L97 N64 0 '33'W 6.14' L98 N06'4 '59"W 17,491_ _ L99 N60'42' 7"W 24.7 ` L100 N14'44'37" 7,55" -_____ L101 S57'17'14"W 8 64' ** L102 N 7'23' 0"W 43.94' ** ** L103 9'01'24"W ** L104 _ S74 3 18 W 30.06' ** ** L105 N62'01 02 W 2 ,40' _ ** ** L106 N6817 39"W 0.75' ** ** ** L107 L108 NM41'4.7"W N58'1 57,97>' ** ** Li009 N6329'47"W 35.65' ** ** L110 N45'04'03"W 40, '3' _ ** ** U11 N1611'19"W 50.90' ** ** L172 N32 42'51"W 46 8,V ** ** _ Ll'13 N5507'58"W 47 ' ** ** L114 N40'4T00"W 49.14' ** ** Lt15 N71 43'09"W ** N25 55' 2'W 14, ** ** ** - 0- L118 L119 N55'44'03"W 37.81' ** N25'19'38"W %3 ' _ ** N75'5'15"W 31 30' ** ** L120 L121 N63'09'14"W 25.44' _ ** N65'4T37"W 30,9Q'�_ ** ** L122_ N717 "11"W 119' _____ ** ** L123 N43'25'08" 3q.g§'� ** ** _ L124 N3611'51"W 34.30' ** ** 1_125 N70'40'01"W 3.30__ ** ** L126 N46'30'55"W 3 .Ot' ** ** L127 N7V14'50"W 24, ' ** ** ** L128 S79'3 '32"W LO ' ** L129 S 3'5319W 18.09' ** ** ** L130 S61 01 30 W 51.60, ** L131 N581 '31"W 82.5 ' ** ** 032 S 1'43'41"W 14.08' ** ** L133 S51'43'41"W 54,26' ** ** L134 S83'04' 3"W 7 ,21' L135 N89'24 "W 46.45' ** ** L136 S36'30'43"W 31.61' ** L137 N84'59'49"W 9.13' L138 N81'14'43"W 11.14' L139 S89'17'33"W 8.24' L140 S74'32'56"W 17.99' Li41 S89'17'33"W 29.30' L142 N82-34'39"W 12.95' L143 S8109'45"W 12.95' L144- S6815'1WW 25.51' L145 S61'23'43"W 17.61' L146 u S61'32'02"W 19.66' __ _ D47 S6WO4'04"W 18.54' L148 S80'45'42"W 18.52' LS49 S86-06'46"W 16.51' Liao _ S84'43'07"W 22.96' 7151 S79'49'49"W 16.71' E152 S65'39'47"W 15.99' L153 N88308"W 23.82' Lt54 S7910'04"W 26.04' L155 _ S66'0538"W 13,9V L156 S55'36'09_W 16.51' L157 S61`32'02"W 19,66' __ L158 S74'21'40"W 14.21' L159 1764549"W 16,88' L160 S81'09'45 W 19 42' - L181 N84.22'02 W 16.58' 7162 S71'46'01"W 18.24' L163 55T1 T14"W 17.28' _ L164 S59'32'S1"W 14•.76' L165 S58_19'44"W 10.68' L166 S61'23'43"W 17.61' L167 S571 T14"W 8.64` L168 _ S54'35'51"W 1C48' L169 S47'01'08'W 1 .61' 7-6 S84'39'25"W 33,99' 7-1 N87'20'28'W 15.59' L172 S72'21'54" 2 .01' L173 S44-17'33" 15,54' Lt'74 S65'03'53"W 20.08' L175 S75'15' 3"W 11.33' Lt76 S53'451 "W 15.7�i' L177 S56'16'07" 21. 4' _ L178 S59'32'51 "W g215' L1'79 S73'0156"W 2 .89 L180 �S 8'02'31"W 17.68 L1E1 S54'47'02"W 17 78' L182 S53-45'17"W 7.88' L183 S44'173 "W 5.18' L184 S53'15'S5"W 12.45' L185 S56-33'26"W 15.24' El86 41-16'47"W 12.32' 'Cl 87 S48'41' 8"W 16.88' BOUNDARY LINE TABLE L18$ S56 3'14"W 18. 4' L189 S5516'09'W 13,21' L190 S8317'01"W 17.49' L191 S77'11'52"W 3.1t' L192 S78'59'16"W 10.24' L193 S64'31'03"W 13.11' L194 S60 8'54"W 20. ' L195 S6113'12"W 1 .5T L196 S595605"W 16.81' L197 S80-32'47"W 12,04' L198 N82'34'39"W 6.47' L199 N66'4.99' L200 N58"31' 6"W 9J5' L201 S00'4 ' 7" 4.5 ' L202 10'3 '09"W 4.67' L203 S51'2 '0 "W 10.44' L204 S464 L205 S76'4 '49'W L206 62-43'39"W 10.24' L207 55-36'09"W 13. 1' L208 S71' "9"W 30.70' L209 S5 -3 '51"W 14.76' L210 S1916'3 "W 10.72' L211 S17'43'39W 2.90' L212 S62'43'39"W L213 S68'44'11"W 15.65' L214 S67'2 '28"W 9.86° L215 54417' 3"W 11.65' _ L216 S21'05'38"W 9.8E _ L217 S1 19'44"W 3.78' L218 S1514' 6'W 13,33' L219 S00'42':: 12 8 ' 1_220 S49'29'13W 14,30' L221 S60'28'54"W 20.90' L222 54417' 3"W 31.08' L223 S421 '03"W 18,79' L224 40'55'34"W 270 L225 S52' 5' 1"W 2.05' L226 S4 19'03"W 37.57' L227 4417'33" W 25.90' L228 S48'06'24"W 29. 0' L229 S46-01'42"W 21.38' L230 S48'51'59"W 32.48' L231 S461 '03"W 1 .79' L232 S48"06' 4"W 29.20' L233 S4814' 6" W 37.64' L234 S42'2 '00"W 38.87' L235 S3519'12"W 37.36' L236 32'31'27 W 31J5 _ L237 S33'3 '30"W 27.68' L359 N8917'33" L360 S50'0 '22"E 16.88'_._� L361 S58'42' 8"E 17.28' L362 S8750'42"E L363 S52'02'52"E 29.31' L364 S76'40'16" 18.88' L365 S7310'55"E 18.2 ' L366 S75'38'20" 24.65' L367 84'22'02"E 24.87" L368 N72-11'23" 24.91' L369 N7 '46'06"E 17.11' L370 N891 T33" 15.57' L371 S47 49'43 17. 9' L372 S40 30'47" 7.15' L373 S16 39'1 O'E 6.67' L374 SOB'50'15"E . T 6 L375 S00'42'27"E I 4.58' 6 d s 447 S0c a 27 E 4. 8' .448 S e 32 E 4.9J' .449 S7k 16 1 E 6 ' .450 N 83 34 5 E 9. 0' .451 N55 36 09 E 3. .452 N67`l '28"E 3' .453 S197,?8'33"E .90' .454 00, ' 7" .7 .455 S4417 33"W 9, ' -456 _457 S34- _458 .459 50(t - _460 _461 S16' 9 10"E 6.67' _462 S45'4 '27"E 118' , 463 S5T 1'03"E 9 90 L464 S50'06'22"E 8.44 L465 S5350 15 E 4 L466 GS EE L467 _45g 'C37 ♦ � E � SF _469 S37 34 39 E 4 a' L470 N89'17'33'E 0.92' L471 S21'41'42"E '2 7`' L472 S6� _ �� E t 9' L473 Si : -_ c '9' L474 N8_1J17 33"E 6.4' L475 N8J 17'33" 7.33' L476 S7u' 3'"E 1 .7 L477 N l� 49'4289" 11.14' L478 Nbi'09'45" 6.4T _ L479 N81°09'45"E 6,47' L480 Nbu17 33" 4.58' - L4B1 S11 44 37' 7.55' L482 SOG L483 6,97 L484 L485 1 S11 p0'44'E 0 24Q 24' Soo g0'15'E 6 47' L486 S 115 49'E 7.8 ' L487 N6 4 ,a"t 4.D9' L488 N3 ° •_ 3.30' L489 L490 7 _ - tL49 '-_ - L491 L492 N101C y`� ' S7- L493 N21154 '^ ,2 ---- L494 N .� 0.,, ,. A = 90' L495 N 4 4E' A = 54' N = 4 93' N ° 57' N7,, S< Sty _ �9' L497 L498 L499 150C1 L501 L502 L503 Nt - 38' St + 7.33' 7.55' L504 L505 L506 N- 8 69' W _ e 6 60' Nt n 2 05' L507 L508 L509 r o 4 09' N 'N•330' W, «3173' N w 7.88' L510 L511 L512 L513 N72 e 2 90' L514 N3 4 ^' A 8.64' L515 N7 E ',48.69' L516 N57C '',h' .30' L517 N4 '42 L518 N3 L519 N101C'l1"W 5 57' L520 NQQ 44'2''w '0 07' L521 5 34' L522 N4 , -v = 7.15' L523 N7 40 49'E 5 57' L524 N47 39 3"E -1.03' L525 N 9'45'4a'* 9.43' L526 N76'4- ' S' w 7.55' L527 S8 ' 32.0 4.58' L528 N84 2� C2'++ 8.29' L529 Se 4.93' L541 L555 897'33-W '2+Z5516.$1�4' %5'51'27E 4.09_ BOUNDARY LINE TABLE L564 Nt 9-17'33"E A _ L5655 St39'44'37"E 10.68' L566 S76'40'16"E 11.33' 1_567 583'06'46"E 1186' L568� Sm37;07'52"E 14,68'--•_ � _ I.569 S38O6'18"E 20,1E L570L_ N 917'33"E 13..E L571 S'76'40'16"E 18.8E L57?. 5 77 54'12"E 20.66' L57-3 M 9'17'33"E 16.48' L574 N8019'12"E 17,61' 1-575 N'13'20'50"E 20A0' __ L576 N'S819'44"E 16.02 L577 N6: '53"E 20.08' ._- _ L578 N8710'17"E 4.74' L579 N',391T 3"E 4,58' L580 N;�3' '50"E 1133' _ L581 N68'44'11"E 23.4T__ L582 N+ 917'33"E 10.99' L583 NI34'53'38'E 11.94' L584 N13917'33"E 9.16' R_ L585 N T3'20'50"E 20. 00' L586 N+ 416'32"E 15.16�� L587 48616"47"E 17,42' L588 N'77'24'14"E 17.78' L589 N66'40'22"E 11.90' L590 NG4'16'32"E 15.16' L5 9 11 N64'50'55"E 22,13' L592 N46'46'55"E 14,91, L593 N 4012.25"E 18.18' _ L594 N(36'48'47"E 28.74' L595 N59'02'10"E 25.4.4' L596 N136'05'38"E 2).92' L597 N5819"44"E 16.02' L598 N5315'55"E 4.91' L599 N55'36'09"E 113.21' L600 N4 '29'13"E 14,30' L601 N'r8'40' 2"E 14.91' L602 N34'05'53'E 10.11' L603 N3917'33"E 10.07' L604 N "'58'57"E 14. 1' L605 N135'28'42" 13.77' L606 N 441 733 E 3 88, L607 N3710'03"E 10.44' __- L608 N 59'02'10"E 12.72' L609 N70'51'27"E 14,4 ' L610 N7711'52"E 13.11' L611 N7917'04"E 15,81' L612 N58'02'31"E 17,68' `. L613 N35'55'34"E 15.59' L614 N39_17'33"E 11.90' L615 N72'11'23"E 12.45' L616 N78-59'16"E 10.24' L617 N71'56'19"E 15.35' L618 N8-43-39"E 10.24' L619 N41-3V58"E 13.61' L620 N32' '57"E 19,81' L621 N41'48'11"E 14.9 ' 1-622 N 4'04'30"E 19.05' 1-623 N63-56'47"E 19,2 ' L624 N87'29'28"E 9.36' L625 N66'05'38"E 13.95' L626 N48 22'41E 18,18' L627 N61'23'43"E 17.61' L628 N '15'55"E 24.91' L629 N 9'35 2'51-E 14,76' L630 N45'55'45"E 2.67' L631 N58'49'37" 18.06' L632 N 1'08'07"E L633 N4417'33"E 16.83' L634 NZ'02'15"E 7,38' L635 N34'49'49"E 7.88' L636 N 551 7" 10.24' -- L637 N4417'33" .06' L638 N 77-58-57"E 4.67' _ L639 7216'21"E 2.90' L640 N1-54'48"E 21.76' L641 N17'43'39"E 5.79' L642 N '42' 7"W 549' L643 NOO'42'27"W 7.33' L644 N '46'S5" 14,91' L645 N7 15'23" 3,78' L648 N67 9'28"E .86' L647 N77' 7"E 4,67' L848 I N 01'40" 15.24' L649 NO6 5' 3" 7. LE50 1 N '4 7'W . 6' L651 N '4 ' 7'w '16, LE52 N '41- 8- 11.94' LE53 N'-58.38-W 11.40' L654 I N66'38'31"E 1 .69' L655 N19'20'43"E 27.29' 1L656 1_657 N7t'40'09"E NO3'55'39"E 13.09' 25,96' _ L658 N4-018'10"E 1 .1V t65= N 29' 8" 13.95' L66: N 51' 7' 1 . L6E' N40 42" 7 �' L662 N441_r3"E 7.77' L663 N17'43'39" 5.7 ' E N t Q Z O (.D 00 Bridgeview Lane +1.2' gravel/di.rt road (access to cemetery)` JUDY BARKER ODUM & HUSBAND, JOEL C. ODUN1 D.B. 859, P. 559 LUCILLE B. TYNDALL U.B. 817, P. 693 BILLY J. HAMMOND AND WIFE, SUSAN S. HAMMOND D.B. 848, P. 426 BILLY J• HAMMOND AND WIFE SUSAN S. HAWAOND D.B. 859, P, 135 N.C�.S.R. �1100 60' R/W f N05«56'16"E , N51'46'20E 129.10' 123,05' EASEMENT FOR NO3'15'40"W PUBLIC' ROAD "r/ J' 36.55' „ . 142.00 Wetheril7.gto1i. Lallcliritr Road. �_ _�- S03 53 22 E v D.B, 252, P. '171 _ -°~`� \ J / N,C,"S,I . 1' 0:1. - 60' R/W SEE M.B, 31, FIG. 261 f ' I r 163.79 E_PK (OVER I �- ' ~``C:;OUBLE RR ALBERI BATES 1057.98' to C intersection N81'..i5 42'E , �'� „ . CULVERT) D.B. 1035, P. 171 -t" I rya j' f C3) CEMETERY �- LOT Z L N68'26'29"E " 31,73' IA'hite Oak River with N.G.S,l. 1.1007 Stellci Rd. 160.43 _ -'' ✓ e' 66 19 29 E t _ per M.B. 51, Pg. 2Ea1 �,J•� �` _ -- L734 N84'26'08"E - (- _ •- - /�, ! a L735 99.30, .�- -- -. - _....- - .2. ti S87-i�4'05"E924. ` -`- -`_- L 7 2 � 74' =e `�� NEiB"L3'32"E '' `'' > .G• -` RIGHT -OF- WAY` r \��� �19.94' ,--✓'Z '...,'° x NEi4'43'S5"E 3q _ Tract A FOR CROSSING - �� �„�. `� -"- � � 52,F 4 8c RECROSSING! Zg0 / \ F {, , / �A - 1.8 4 49 f E WoodedG__ _.-_- \__ S88'12'38"E D.B.I)L�252, P, '171 I � / ,_�.. C 139.00' ,r / ko %Molly Ln.,� � r � C.'ci yOi1 2A �11 „✓ Dirt ce Foal V N68'26'40"E ~`- 68.23 �. �� i, ed Cleared N04 propoer ?a Area Area \ ( C) \ EOt��et\0rds % Uplands / ko We Tract B " Total Area _ J �1 �+ Gales (.-.reek / ~ f 138.71 f Acres x 404 0 - - /I'er I.�•B. 252 I' >..1 i 1. � ,qer \ Wetlands �� Coastal � C ca,7 ��lt`., D,B. 961,11g. 60 ioi �O Line Wetlands ` \ CD 09 J r "5`, P Proposed i J ✓ ��\ + l'c1 jlO:r Creek p � Wetlands O F Earthen Path 1''er D,I3. 226, Y 272 \ I to Wetlands fir' cv �.(' Proposed 3 Pier A94. L730 N66'03'50"E 60.70' I a, Q L73t N62'05'18"E 76,24'� I ca .� Uplands L732 N57"09'11"E 7624' ~ - - - _ / \ L733 N57*0 '14"E 76.91' C .� ` ~ -- �: -'' ,� f � •�I 4� NOW OR FORMERLY // "' / \ l o c•t FIRST &LAST CHILD, 1..tT.Cr, 11A,j� I^ \1 D.B, 961, P. 60 u. Shore Line v..._iUplands, ono// * \ c7 // I i ' l � - ? / I '- cn * / \ J� 0 / O7 \ // / ✓ % / //� i / / / sib- / ` I0 Marsh GRAPHIC' SCALE o/ Arreas / / 1, (I i %/ / / 1 `\� 20C 0 100 200 400 800 �\ // / , /l / / _ `\. ( (o White Oak River- /,''/ �) c,° o' i \``\ �,'(?'Sq'33„E. S'S ll \\ Iry `3%'5.Oo° ( IN FEET) L 0cb- .----. 1 inch = 200 ft. , _ / > ,lb V L734 S21'26'33'E 58.60' L735 S12'56'33"E 42,02' L736 S12'56'33"E 40,98' L737 S07'06'33"E 86,70' L738 S19'O6'33"E 36,4-0' L739 S51'05'33"E 94,80' L740 573'06'27"W 73.10' L741 N64-30'33"W 66,40' L742 S05"20'33"E 86.80' L743 S58-5527"W 97.50' ^ y50 l 1 Marsh Q° ° c // / % �✓s.. �, \. L4 0 b �LS� _ Areai�0 �� oc// // i / \` ' ✓ \ �r Lo ulp Proposed So Pier B White Oak River- C, rL1 V / ` Waite Oak River ' * O 1 t L Marsh Area -\� / Shore r r Line b 1 �oY �270 L�Q sera Notes • T� s p;a-i document for NCDENR-DCM CAMA Permitting Purposes ONLY • R oariar limits, NHWL (NLW), wetlands, et cetera, subject to NCDENR-DCM concurrence. Owner & Contractor responsible to ensure project & all elements thereof are consistent with owner's intended uses. Cwner & contractor responsible for project Compliance with all applicable Building, Accessibility & other Codes, Regulations and Standards including setbacks, built upon a -ea, et cetera. utilities etcetera to be carefully verified by owner and ,2,v3� !D '42'27"W q.�� __-- . III dimensions, locations; , 9.16' 5.57' - contractor prior to structural or other further design &/or construction. .19' ,1.os' - _ • Contractor responsibility to inspect site and identify field conditions and related project 9.56' cost implications thereof, .56' 5.34' 13.01' _ � -1i} a(jj� ((�1 p � 1 .11' t U 11 U l� L Ll lJ l� 13.95 23.18' NOT FOR CONSTRUCTION I108-45'17"E It 5-51'27"E 2344'„" 36'09" 115'S9'30'E N3015'23"E 4 34'55" (!84 5'53"E 1166'05'38"E +a--"08"E WHITE OAK RIVER (Bank)CEEL BRI LANE _W�� LANE t;1GLLY LANE WHITE OAK RIVER VJETHERINGTON LANDING ROAD SITE _ CAMP LEJEUNE r CHERRY POINT RAILROAD ro Cape Carteret ? Intersection With-� HWY 24 CAMA Process Platlning and Permit Facilitation by: C COASTAL PI..ANNING SERVICES, ING Ktlthv B. Vinson, .AICP C;atrapr,tlrernsil,e I,arrd L7ye Planning and Develaprnerlt,4s.sivtaii(.�.? P.O. Box h,27 Office 25'2 %54,4`)16 Nforeheaci City, NC; 28557 Fax 252.247.5875 .,O Survev Provided by: Parker & Associates, Inc. Consulting Engineers - Land Surveyors - land Planners P,O. Bog 976 - 28541-0976 306 New Bridge Street - 28540 Jacksonville, North Carolina Phone (910) 455-2414 - Fax (9.10) 455-3441 Firm. License Numbers F-0108 / FIELD BOOK: Trent #1, Pages 26-27 VICINITY SKETCH DISK NAME: ACAD 2054 �H FILENAME: stella bridge pier topo.dwg AWG WHITE OAK NOT TO SCALE JOB NO,: S060815-4219 RIVER Rev. '10/'08/09 BLD - Added Additional Coastal `',e- �_ �s4inS zo Le e.nd: R/W - Right. -of -way ISF -- Iron Stake Found -- Centerline NHWL _ Norrnal High Water Line --___- 404 Wetlands -- -..- - t'costal Wetlands M.B. Map Book Pg. Page D.B. - Deed Book Notes: 1. noundary data per survey' by Charles F. Riggs �t +d Associates, Inc,, Per M.B. 31, Pg. 261 (fated ,.June 4, 2007 and adjusted to NAD '83 2007 Adjustment. 2 -*This Part of NHWL was located By Parker .1nd Associates 2.---3--0'9 and 7--16-09. 3• bashed lines for edge of river, Gales/Taylor Creek, Canals taken frorn M.B. 31, Pg. 26'1 and aerial photography, REVISIONS 1 /25/2012 Per C;PSI 2_/6/12 Rip. Boundary per CPSI l DC N/I UJ OJ eJ ru LU 4) n LL ' Cx' � ca r Ln tm11 C_ �-- m= « U rn rb WLL z t Q0 � c v Ll-1 to E LL. _ � u� p�y J C L_ 0 twj ul % U7 Lu pr cs WR U_ .._ ...., (') 111 z z C: r`0 , 00 a. r) rr, � I -r L. r"i . f 0 ICI + CC K 4 Z �� r� +7J G F-W c0j ,u � G �` � � rn qD 0 U) I� to 4 07 ca. 3 , o y f f qt 7 6r.-j DATE: 6/'15/10 PROJECT: 07-072 DRAVVN BY: JP•' SHEET: 1 of 4