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HomeMy WebLinkAboutSUB201400093 Plat Signature Copy 2015-05-19- . ,j3 1, 'Y,r�, .5,'* -' r, 4,¢ '•'+>9131F' i�' - v ?� �_" ,1F '3 j'i , ' ,!'' s `���,rf:;'"r /'�• '�'� 3r it , '✓• 'tl n�4: <i't �.- \t''.,�i ¢:, ,�K >: i,' ,'; 7` �J` i+tlniiv�'!e`Pglk,;:zr�,�.�,'r; .,, �`r,'��a"'`,�f,,�^c °3v''��";� %• ' ' `}Wi rb x "Sy ,'�i. _� '..� � ,�,,. :�t,` #'zF•� },.i5, Yr a�i''ii��,''r' �<q r•`� 52a '� '` �:.< � r,s,.• r�' � z �,, <' 'Ri.., >rteyY?icxld ` , _ '"r �'x ,'i- ru "St�1 Y• ,< [[ } jtpV'disli},1, yi, _ ` :tt' •}',.+.Y< S, 5 , .; ,4` - ,. .. •fie ! , ��p „<1,.. f.F4 Ir �' , ,x , -js , >rkr<`-, ,£=�n�1�,, _. ,,3kr,,,.tiY ',r, ' ix.'r()Y; #'il,s.iti>r3 ✓i} . , • `s,r ,n, -, (I`ure�igm,uaa{:t', ,5i�, .. <, £, ;5' }'i, zj:Fr?t3'x ' ,`i 5 , .ryy, y._ -•x,• `�Yf.,�,, ',: : >'` <,v / s'_ ` :'. r�, .' ' ,�r :r, ^, ;c•,�i,"o {,xsvi��r,,`` ,,,a�', •• ' ' .. , :3 z•r^ i • ,1 m"`t•ae:aUas'aQt,trt °:'� {, < ` :,�'.,,�r�r.n,- �;.'�' •.ter �'�»�= ��- �'�'��`- ;=�,.. rr, _ �.':'' ix;�'c,. r < s � c,.if". "kix',�<`.s„ '�t �,`?:�.Y�ra�<, %` ?':z•,,zs ifiL( *t2 +.. -`" ;if< }t'a:i. • f { ,xis. } - "cg` Ir VICINITY MAP SCALE: 1"=2000' STATEMENT OF CONSENT TO DIVISION SHEET INDEX SURVEYOR'S STATEMENT STATEMENT OF TITLE V1 COVER SHEET I HEREBY CERTIFY THAT TO THE BEST OF MY THE LAND SHOWN WAS OBTAINED BY CONDITIONS KNOWLEDGE AND BELIEF, ALL REQUIREMENTS OF THE PANTOPS- LAKERIDGE, LLC AS RECORDED IN DEED V2 EXISTING V3 SUBDIVISION PLAT BOARD OF SUPERVISORS AND ORDINANCES OF BOOK 2805 PAGE 70, AND TO THE BEST OF MY V4 SUBDIVISION PLAT ALBEMARLE COUNTY, VA REGARDING THE PLATTING KNOWLEDGE MEETS ALL THE REQUIREMENTS OF SUBDIVISIONS WITHIN THE COUNTY HAVE BEEN REGARDING THE PLATTING OF SUBDIVISIONS. COMPLIED WITH. THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, AREA CALCULATIONS _ ; (ALL AREAS SHOWN IN ACRES) BEING THE RESIDUE OF HYLAND RIDGE SUBDIVISION AS SHOWN ON A :TOTAL ORIGINAL SITE AREA 253.12: PLAT PREPARED BY WW ASSOCIATES, DATED JANUARY 2, 2013, WITH ORIGINAL TMP 78 -57 - 85.664 ACRES THE LATEST REVISION DATE OF APRIL 24, 2014, RECORDED IN THE ORIGINAL LOT 69 (TMP 78 -1 -69) - 0.492 ACRES CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY IN AREA ADDED TO LOT 69 - 0.043 ACRES DEED BOOK 4489, PAGE 733 , ALSO KNOWN AS TAX MAP 78 PARCEL NEW AREA LOT 69 - 0.535 ACRES 57 ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND 10.90; . , _ R -1 AREA IN R/W IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, REVISED TMP 78 -57 - 85.621 ACRES PROPRIETORS AND TRUSTEES, IF ANY. / � L01S - SWM AREA /OPEN SPACE - 10.586 ACRES 1.024 ACRES I LLC R/W DEDICATION - 1.492 ACRES RESIDUE REMAINING - 72.519 ACRES STATE OF VIRGINIA TOTAL - 85.621 ACRES COUNTY OF ALBEMARLE TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME COUNTY APPROVAL THIS (# . DAY OF 2015. u NO. 10 MY COMMISSION EXPIRES: _ �'"�aL(, SHIRLEY L., FISHE I . EE OR THE BOARD OF SUPERVISORS TE NOTARY PUBLIC NOTES RE?G, #'100345 COMMONWEALTH OF VIRGINIA 5 "40 I 3 Oil 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE B NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED ATTORNEY. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE: OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN. 3. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO287D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO E=LEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 4. THIS PARCEL DOES NOT LIE WITHIN AN AGRICULTURAL / FORESTAL DISTRICT. 5. THIS SUBDIVISION IS LOCATED IN THE UPPER RIVANNA RIVER WATERSHED. THIS PARCEL IS NOT WITHIN A WATER SUPPLY PROTECTION AREA. 6. EACH PARCEL, EXCEPTING "SWM LOT" AND "OPEN SPACE FOR PEDESTRIAN TRAIL ", CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4,2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 7. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED. 8. THIS SUBDIVISION IS ZONED R -1, BONUS CLUSTER PROVISION FOR SUBDIVIDED LOTS AND PORTIONS OF RESIDUE PARCEL, AND R -A FOR PORTIONS OF RESIDUE PARCEL, AND ZMA94 -06 WITH PROFFERS. THE CURRENT ZONING LINE BETWEEN R -1 AND R -A IS THE 600' CONTOUR LINE. 9. THE SETBACKS FOR THE PROPERTY ARE AS FOLLOWS: FRONT - 25' (EXCEPT LOT 83 AS SHOWN ON SHEET V4) SIDE - 15' REAR - 20' 10. ALL NEW STREETS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE. 11. THE NEW LOTS CREATED WITH THIS SUBDIVISION SHALL BE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER. OWNERSHIP OF OPEN SPACES AND COMMON AREAS, INCLUDING THE SWM LOT SHALL BE TRANSFERRED TO A HOMEOWNER'S ASSOCIATION AT THE TIME OF THIS PLAT'S RECORDING. 12. THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEA11ON OF ANY ENVIRONMENTALLY SENSITIVE AREAS OR ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN. 13. UTILITY EASEMENTS AS HEREBY PLATTED ARE BASED ON DESIGN LOCATIONS. THE ACTUAL LOCATION OF THE CENTERLINE OF THE PERMANENT EASEMENT IS TO FOLLOW THE FINAL AS -BUILT LOCATION OF THE UTILITY LINES AS INSTALLED. 14. LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON A VISUAL INSPECTION OF ABOVE GROUND UTILITY APPURTENANCES. THIS PLAT DOES NOT NECESSARILY INDICATE ALL EXISTING UNDERGROUND UTILITIES, AND NO CERTIFICATION IS MADE AS TO THE EXACT LOCATIONS AS SHOWN. 15. MINIMUM LOT SIZES FOR R -1 UNDER BONUS CLUSTER PROVISION IS 0.459 ACRES (20,000 SQ. FT.). 16. NO LOT IN THIS 13.102 ACRE SUBDIVISION MAY BE FURTHER SUBDIVIDED. 17. "SWM LOT" IS A SPECIAL LOT ESTABLISHED SOLELY FOR PURPOSES OF A STORMWATER MANAGEMENT FACILITY. 18. ALL PUBLIC STORM DRAIN EASEMENTS ARE HEREBY DEDICATED TO PUBLIC USE. 19. "OPEN SPACE FOR PEDESTRIAN TRAIL" IS A SPECIAL LOT ESTABLISHED SOLELY FOR PURPOSES OF OPEN SPACE. 20. CRITICAL SLOPE WAIVER APPROVED PER PLANNING COMMISSION ACTION DATED APRIL 17, 2007 AS A PART OF PRELIMINARY SUBDIVISION APPLICATION NUMBER SUB 2006 -136. 21. IN ACCORDANCE WITH THE APPROVED MITIGATION PLAN, SECTION 17 -604 OF THE ZONING ORDINANCE, STRUCTURES, IMPROVEMENTS OR ACTIVITIES ARE ALLOWED WITHIN THE STREAM BUFFER ON LOTS 83 -93. 22. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. ;AREA & DENSITY CALCULATIONS: _ ; (ALL AREAS SHOWN IN ACRES) r :TOTAL ORIGINAL SITE AREA 253.12: I I I v PHASE 11113 (DB 4489 PG 733) (TOTAL TREE CONSERVATION AREA 3.40; E- ­4 PHASE I (DB 4250 PG 68) L6 1� TREE CONSERVATION AREA - PHASE 1 (DB 4250 PG 68) ;R -1 AREA IN OPEN SPACEr _ 16.19; AREA A 10.90; . , _ R -1 AREA IN R/W . , 2.60 „ M iAREA'B' „ ,,,.. 0.77; R -1 AREA IN LOTS F 10.35' 'AREA'C' 1.08; =TOTALAREA 29.1 4, `TOTAL TREE CONSERVATION AREA I 12.75'' DWELLING UNITS IN R -1 ZONE 21; 13 it R -1 AREA IN LOTS 10.85' :TOTAL OPEN SPACE 5.79! OPEN SPACE AREAS - PHASE 1 DB 4250 PG 68 PHASE (IIA DB 4420 PG 576 PARCEL 'A' „ IPARCEL'B' „ . - ..,F ,12.27! R -A AREA IN LOTS 0.59; ; :R -1 A REA IN OPEN SPACE 5.79, 2.96 'R -1 AREA IN RM/ 2.021 jSWM FACILITY 3 f 0.97; R -1 AREA IN LOTS 6.536; - !TOTAL OPEN SPACE ! 16.203 R -A AREA IN LOTS 0.004; F ;TOTALAREA 14.35; TREE CONSERVATION AREA - PHASE 3A (DB 4420 PG 576) !DWELLING UNITS IN R -1 ZONE 14 'AR-EA-'D' 0.65; w ' °AREA'S' I 0 01= ��LTH Op v o U KRISTOPHER C. WINTERS MA Y No 22 24 9 2u 1,1 sm !AREA'F' 1 2.74; W r r v PHASE 11113 (DB 4489 PG 733) (TOTAL TREE CONSERVATION AREA 3.40; E- ­4 ti ° L6 1� 4 - o � o c:1 Y -1 AREA IN OPEN SPACE ` 0.07; E Q o r- 0 0 o m ,,R `R -1 AREA IN R/W 1.47= OPEN SPACE - PHASE 3A (DB 4420 PG 576) w R -1 AREA IN LOTS 10.85' :TOTAL OPEN SPACE 5.79! R -A AREA IN LOTS 0.59; ; � w ;TOTAL AREA 12.98. OPEN SPACE - PHASE 3B (DB XXXX PG XXX) U. F ;DWELLING UNITS IN R -1 ZONE 4 23; TOTAL OPEN SPACE 0.07; Z © w 2 w w w 1 Oa 2 W 0 2 m j OPEN SPACE AREAS -PHASE 2 � o > 0 0 Z PHASE 2 !OPEN SPACE .. _ . -,. ,. ! ._ 0.03 W U1 z cn 3R -1 APEA IN OPEN SPACE 1.*02; SWM AREA ! 0.93", C4 W : z V) > > a „ .. IR -1 AREA IN R/W I 1.49; ;TOTAL OPEN SPACE 1.02` 2 0 0 0 R -1 AREA IN LOTS 10.59, ' , DOTAL AREA 1310; a a Z DWELLING UNITS IN R -1 ZONE 22; LO U CUMULATIVE TREE CONSERVATION AREAS. PHASE 1 12.75: H PHASE 3A .3.39; w � PHASE 3B ' 0 U� `PHASE 2,,,....._. ^,..,.,.,,. - "..,..,. _ .. ,. . ,..; . ,...•,.,.__,.µ.M,.,,..0, � E�--+ ' ;TOTAL TREE CONSERVATION AREA 6.14£ , E 1 f W { U� Lo W I. F O Ts Q pwq BONUS FACTOR COMPUTATION: `CONVENTIONAL GROSS DENSITY 0.97 DU /AC, ,APPLICABLE BONUS FACTORS: 1,;,, MAINTENANCE OF EXISTING, _ , „ „ .,.,...,.,., ? �n � E._.., � CD 111.11 WOODED AREAS >20% OF SITE (EXISTING WOODED AREA di MAINTAINED = 16.795 AC (20.7% OF SITE). 1,0%', :.............. . ....... .. _ ~ Q ,W,, I 2. PROVISION OF SIGNIFICANT i 1 Z H LANDSCAPING IN THE FORM OF ; uj STREET TREES 5%; } O w '3. LOTS SERVICED BY INTERNAL ROAD °' SYSTEM WHICH IS SOLE ACCESS TO ? I EXISTING STATE SYSTEM 10 %; PROJECT NO: 10.0156 TOTAL BONUS FACTORS 25 %; SHEET N0: `ALLOWABLE DENSITY WITH BONUS ' ' N . , ,. ,. _ 1.21. DU /AC. FACTORS: ;... ..,, , ....,,.. _..,., ........ . .. ...... ,...4.97x1.25); , „ x .- � -. v 1 :CUMULATIVE DWELLING UNITS IN R -1 ZONE (PHASES 1, 3A, 3B &2) 80. ,CUMULATIVE GROSS AREA IN R -1 ZONE 69.57' �'1 - , .. OF 4-�, ;CUMULATIVE GROSS DENSITY IN R -1 'Z" ONE 1.15'DU /AC ' 80 DU/69.57 AC DATE: �-; ,AQRIL 14, 2014 1 Line Table Line Direction Length L31 S 12'51'26" E 134.80' L32 S 25'51'53" E 141.23' L33 S 37'2327" E 126.33' L34 S 37'22'48" E 94.76' L35 S 3723'27" E 68.13' L36 S 46'36'31" E 89.18' L37 S 58'24'52" E 127.98' L38 S 44'49'17" E 83.69' 431 EXISTING PHASE 3A. DB 4420 PG 576 Gy N48'24'33 "E 169.94 S841 8'55 "E "EXISTING.,' _ 87.69' ,PHASE 1; N49'35'01 "E E DB 1 f250 PC 68 IPF 159.52' f 769.513 N1604�51„w 5 -�P ' IPF EXISTING SANITARY SEWER EASEMENTS (TYP.) DB 4489 PG 733iPF DB 4420 PG 576 DB 4250 PG 68 DB 4476 PG 146 BD 4485 PG 445 L32 L33 044 '. L35 S32'11'31 "E 170.62' PHASE 2 13.102 ACRES 38_ -r- "— N38.57135 W N25 06'43 "W Co- �ti9 9 ti9n� r'. l� L� 200 0 200 400 600 SCALE: I"=200' lip po O U KRISTOPHER C. WINTERS > No. 2492 S(J�v Y W o i C U N C CV 'Ci 'n OO O r N 0. 5 q q� GE Y W Q .O i r f O CL Lo O LL! 0 W 0 lip po O U KRISTOPHER C. WINTERS > No. 2492 S(J�v Y SHEET NO: V2 2 OF 4 DATE: APRIL 14, 2014 W OO N r N 0 O Y Q O i r f O 4 O Lo O Y W W U W U 0 fn U- U- W fn to LU L Q W W Z w w m H 0 F- 0 0 m W �Q z U z z z 0 U w g 0 0 0 o° 0 O U Q o° N W U �- N M d U) F—I TW z C) O CD 0 W 0 H E-+ Ld 3 w a ►�i M PROJECT NO: 10.0156 SHEET NO: V2 2 OF 4 DATE: APRIL 14, 2014 SANITARY SEWER > EASEMENT / ' \ ,c ' / - Q� �� p]• LOT 68 / r DB 4420 PG 576 r PHASE 3A ` I L °' R N N - G DB 4420 PG 576 LOT 62 o m m LOT 67 r �t ` "� N v v I 'E 31902,131.84 r It: -" (ORIGINAL AREA: / E = 11, 501, 650.61 / a a ' LO 63 c 0.492 ACRES) ° r� LOT 66 LOT 65 ' LOT 64 �� T W LOT 69 AREA HEREBY 0.535 AC ADDED TO LOT 69: Z 0.043 ACRES 706, 1 - 8 vl - -OPEN �� S37'2327 "E 126.33' (T) 94.76' (T) S37'23 27"E 68.13 -- SPACE �,, - ,• , ' 45 S25 51'53 E 141.23' S37-22'48"E d o BOUNDARY LINE �' w 23.95' (T) 20.32 r , P a HEREBY VACATED ,. ,' W 117.280 ° 112 08' 74.44 N LOT , v e5` 14.25 .P. 0.50 S52'00'09 "W DE 0 LOT 79 :�)p,LTH OF �1 174.48' co 0.467 AC pE2 Ns LOT 74 ^ E10 DES -•- G' ,, - 0.473 AC w �� o �, h �? 6, KRISTO HER C. WINTERS > w LOT 70 ` LOT 73 o� 31j LOT 75 LOT 76 ? ' t � rNo.Q2492��1 0.460 AC � LOT 78 1 a m ' 0.464 AC j 0.466 AC LOT 77 0.477 AC : 1 o �� 0.472 AC No 1 ' 20' PRIVATE SUR`� q Ro t 20 PRIVATE LOT 72 ' °�° STORM DRAIN `�' '" ` STORM DRAIN Y 0.460 AC EASEMENT N cCOn �' w+ EASEMENT w a. to LO L E-+ r n 4 d> co U p Q tO � g O N N O Q h r d LO 20 ' PRIVATE O O O ?- Y m 20' PRIVATE �� �Fd, STORM DRAIN � CS STORM DRAIN � EASEMENT 9815' EASEMENT C4 C513.2 DE16 z Uj TIE N27'31'43 „yy N27'31'43 "W 11 C7 32 cn "- w uj cn cn LOT 71 0.40 3. U� Z � v7 z z PUBLIC STORM 0.00' C6 11E C2 � z m Q z z > /' C2 DRAIN EASEMENT TIE o E--+ g ¢ z � g m ti - -STORM DRAIN 4�, C27- 527.3 41 3 E , ,- HYLAIVD CREEK DRIVE C23 �� 0 Ix - 0 0 m OA EMFNT �.t C26+ _ _ - -- - - - - -- S27'31 43 "E 52 R/W _ '-' DB 442 , F'G 576 G1 \E - - - -- E21 35.03' 97.00 S2731'43 "E 76.5 ' C24 L( w � w a'' D -- - - - -- - - - -- 2 C26 C25 ' ,� ►� 2'+ w z cn > -`- z 0.• Q o w NEW 20' ACSA SE5 - ---- -- ___ - -- �-' -�_- � � `9, _ 0 � o -'c SANITARY SEWER LOT 87 0 v't� o o° o EASEMENT x N U' 0.469 AC LOT 92 LOT 91 Zo 100' STREAM 00 LOT 93 °a N o BUFFER ; 0.462 AC °n 0.468 AC 0.469 AC N o LOT 90 : z µ 1 N 0.469 AC �- ` j LOT 89 N o h .3 :,,� N M d Ln v _ SE1 SE _ u .s 0.466 AC „a _ _ , - - ,� Q� \ - - 3± - - - - LE1 ~• '.¢ .a ..1 °' Q _,-z i- cn - - - E1_ - LE2 _ ° �,�; - - - - - - - - - - - - -- ---- ----- - - - - -_ - ---------- -_____ �'--------- - - - - -- I 4 -r -- \ - 00 CONSERVATION in SANITARY % 00 _ 1 N Z SEWER 30 PRIVATE \ %' y -- ---•.. ;v N BUFFER c„ �..• _ _ �-- cfl ;' STORM DRAIN \ ✓O� 5 :" Np //- - -- = cv "`�� .. sDE38 . _--... f .. f--... H (AD EASEMENT., - EASEMENT - DB 4250 ; g ;Y o of / -_ LOT 88 PG 68 r„ _ % ' D s SWM AREA `�, _ ... -- ___... ... E41 DE40 0.466 AC o ! 0.992 ACRES °'' 15' PRIVATE l LOT 94 DRAINAGE EASEMENT N v... E- (Z) Z - 27.(SEE NOTE 21) 2 2 1. a a 123.74' co ti 112.63 N25'06'43 "W 190 ,^ w f 39.97) H p . ! rn. ;,� 98.96' N38'S7'35 'W 387.85 (T) STREAM '~-- w. , ..x PQ H 73.03 �,o :r 4' , ; rr ` N16-04, 169 LOT 95 r OPEN SPACE A / CONSERVATION AREA DB 4250 PC 68 r 't N = 3,901,842.51 / E = 11,501,164.35 4;d 50 0 50 100 150 SCALE: 1"=50' Curve Table Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing Curve Length Radius Delta Tangent Chord Chord Bearing Ct 1 14.02 1 223.80 3'35'19" / 7.01 14.01 1 N N 58'2015 I W C17 1 10.01 57.00 l 1 n 10'03 53 J 5.02 10.00' M S 37'10 21 E C2 102.52' 526.00' 1110'01" 51.42 102.36' N 54'32'12" W C18 47.65' 57.00' 47'53'39" 25.31' 46.27' S 0811'35" E C3 93.01' 526.00' 10'07'54" 46.63' 92.89' N 4353'14" W C19 22.64' 23.00' 56'23'44* 12.33' 21.74' S 12'26'35" E C4 ) 89.40 526.00 1 9'44!18" x 44.81 f 89.29 1 N N 33'57 09 W C20 1 74.06 474.00 f f n 8'57 06 1 37.10 ) 73.98 1 n S 44'52 47 E C5 14.27' 526.00' 133'17" 7.14' 14.27' N 2818'21" W C21 39.34' 474.00' 4'45'19" 19.68' 39.33' S 51'43'59" E C6 118.66' 774.00' 8'47'03* 59.45' 118.55' N 31'55'16" W C22 65.63' 826.00' 4'33'09" 32.83' 65.61' S 51'50'04" E C7 119.06' 774.00' 8'48'48" 59.65' 118.94' N 40'43'11* W C23 85.50' 826.00' 5'55'52" 42.79' 85.47' S 46'35'33" E C8 119.05' 774.00' 8'48'46" 59.64' 118.93' N 49'31'58" W C24 97.27' 826.00' 6'44'49" 48.69' 97.21' S 401513" E C9 2.32' 774.00 010'18" 1 1.16 2.32 1 N 54'01'30" W C25 106.97' 826.00 1 1 " 7'2512 ) 53.56 I 106.90 N S 33'1012 E C10 90.09' 526.00' 9'48'48" 45.16' 89.98' N 4912'14" W C26 27.84' 826.00' 1'55'53* 13.92' 27.84' S 28'29'39" E C11 42.46' 526.00' 4'37'28" 21.24' 42.44' N 41'59'06" W C27 71.92' 474.00' 8'41'38" 36.03' 71.85' S 31'52'32" E C12 19.58' 23.00' 48'46'41* 10.43' 18.99' N 64'08'14" W C28 111.76' 474.00' 13'30'32" 56.14' 111.50' S 42'58'37" E C13 45.63' 57.00' 45'52'08" 24.12' 44.42' N 65'35'31" W C29 85.94' 474.00' 10'23'20" 43.09' 85.83' S 54'55'33" E C14 63.99' 57.00' 6419'23" 35.84' 60.68' N 10'29'45" W C30 95.92' 276.01' 19'54'39" 48.45' 95.43' S 50'10'01* E C15 40.47' 57.00' 40.40'47" 21.13' 39.62' N 42'00'19" E C31 123.85' 246.00' 28'50'48* 63.27' 122.55' S 67'53'44" E C16 75.06' 57.00' 75'27'00" 44.09' 69.75' S 79'55'47" E J�Q_NV1 E ui Ra Q � 1- Z N w w r CE PROJECT NO: 10.0156 SHEET NO: V3 3 OF 4 DATE: APRIL 14, 2014