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HomeMy WebLinkAboutFinal Plat100 PARCEL B �' X USAGE 6 EASEMENT PAGE616 FINAL PLAT BOOKST. FINN'071AR FARM SUBDIVISION nj . . . . . . . . . . . . . . . 47'QQ"E r e- �``" � SITUATED IN LOTS 6, 12, 137 AND 19, Off' SECTION 31, TOWNSHIP 7 SOUTH, ----------_. ' `-�- . W � ..................... . ...� . '�.-�....,�, �Q3 RANGE 87 WEST OF THE 6 TH P.M. GARFI ELD COUNT COLORADO - : ff-.._ _ . . . . . . . . . . . . . . . . . . . . . . . . . �. 73 ''`--------------------s------------- ............... SHEET OF 2 ,i .cW4a . . . . . . . . . . . . . . . . . . . . . .�`� . . . . . . , . . . . . . . .. ' . « . . . . . . . . . . . . . '� . . . . . . . . . . . . . . ! �O EXISTING FENCE %_ + ` z . .. . --.C/ LEGEND (DEED = 471.38') -'. . - . . . . . . . . . N89"{1'07"E 471.33' '�-- - . . . . . . . . « .` .'`. . -.-:- : -: . . . . .Y��- x--_ _- i b . . 405,.25,' « . $ 66.0 .24 s' . . . . . . . . . .. \ _ - . . . . . . . N X-__-•�_ OPEN SPACE AREA .E12 _ 8 �.�`�``\ r . .'`ram..-/f . ' . 1 « • . �,r •' ,'�� . . . . . . `. cv(j ----- 365 22' ' �.. 2\ 213.33' , ;J, i ' . �- : "�� : -: - .., 't` ' \ ��r. •100 YR FLOMPLAIN -� • ' . Mr- •�, Ik V ',t • . . LIMITS PER FEMACo`�, ACCESS & UTILITY EASEMENT .. ....... ...... f ..... ........... _ s8� 07 y�"� 2 -; ----- .92 rG' a c� 'y `--• . . ' -.-': . . . . . . . . . . . . . . . .'� ",+'.+'•. 1• `� ------------------- 100 YR FLOODPLAIN cn --. j PER FEMA FIRM MAP �. . . . . . « �� '� ------ -----BUILDING ENVELOPE 40.0 �, -- - "'' - �'' ' 3' _ - p\ 30 UTILITY & _ EASEMENT LINE , MAINTENANCE EASEMENT 100 YR FLOODPLAIN LIMITS -``-"`--"- ►'i } ' • �I �` . « -'. _ ,�y �, • , • . ' . • . . . . . . . . . . >,�r ,------------------------ . . . . �` - - OPEN SPACE -" a, Lv S7 • S90'00 00' E 2 �`"'^�►.,.,� 6 '25 PER FEMA FIRM MAP . ;�.1 . . « REBAR &CAP FOUND DATED 1/86 try 94.20' ,'- o } . . . . . . . ✓ ,'\ - y 28p 18. �j.\Xj\ ' �;� . • . • . . • ..-.-. . ; /, i� 0 REBAR & CAP SET, LS 19598 fT� O . . . . . . . . . . '�.` q�,E LOT 5 - �1rn; . . . . . . . . . . . . . . ___--------�--__-_- /'sa,� `S7 - . . . . . . . . . N� 4.4� �'� rn �a� / 584, 026. SF +/ , « , f^� 1 r�\ . 4� Jr ' o 79 -� cr S 13.407 AC + // . . . . . . . . . d. - so. �,1 ' 2 'E 3 • . • ' "\ �? 9k �,t"o 'sj , MIN. FFE=6255.0' 1g'! r'� 1_ 100 1'R FLOODWAY ' . _ _----'� �' "'�s�' 7 09' FOUND REBAR & r » �, p 110 ' 6+ �`sjr�91 y�'J" N4s•3s'09"E 4&03' �t �6��0. ��� • • • ;o0 � U?JITS• PE17 FEM��-''� 45„r '� F5 • �`�s ' �'2 �' . ..�"`�. CAP L.S. 19598 SJ76,34'32 E Irj . . . . . . . . . . . �� ca w �' �6g• \\`>N78' , ,� c7 �2 r ! , BLUE CREEK 5y' �� �° 1 o, �,, �40, .� 45' ACCESS & ,2a'04"'�. j �. �9. / N p s - eg5 \�/ �? 81 ^4S" UTILITY EASEM ti'� 1525 �5.29 0 '�' `� - ;S ` : 24,4 FOUND REBAR & S 100 YR FLOODPLAIN 6 41 \ V E� 134 : 2'. . , y �`, �� \ �' ��s\'��s - - - -- - _ 1- . LIMITS PER FEMA FIRM 0E,- ��\ y ,660�3 - �. . \ LOT 3 t ,`` o� �xsF Er CAP L.S. 19598 . . . . . . . . . . . . . MAP DATED 1 /86 0k�� LOT 6 >\ .S' '' 1 ' - ',, « • . �� 25 9890ACF+ /- _ _ �'' O , g2'S1 ~� . . . . . . . . . / 587'14;34"W 500,629. SF +/- _ ��. . ��. ,, �' \ �'= a 3�' `�� - . '`' y�: '_ �•'L MIN. FFE=6263.5' cn $, [� " , /rn .N7 •5"a.o� �64 , tih�ti� `R TIE TO W.C.�(STONE) « - - - - 307.45 _ _ _ T19 t,� = - - - - - - - -k - t�`1% - s .v' > 0' ,yy�a / 22.37 A ��- ..-, -- - v____ ------ - - hUN. FFE 6253.7' `��*'` \ y�9�;i`l. ,_ ,rj• \6, Nles� o ', 34''� i .�3 701 �18' � TO THENORTHEAST �$ �, .� ? ;s o c>1� 7g9 9'E..,`- �, \��} 39•`. •�/' k� CORNER SECTION 31, / SS F`; ?'x F' /* -\� a� /?� �z� - o �' 100 YR FLOODPLAIN Z sue, js \ v o �� . '!' ' N41'08 04 E 3203.06 . ' . . ' . I� s >, o�• -"�- y .jrn m t 1 0� o� n/ �yti P.O.B. LOTS 1-5 & • . �- O a , ' `I^ �, 'ry' i- 58 E �' `� 's' \, LIMITS PER FEMA FIRM '�' N �'p, sr•' `�,� . s 6 R2 ` 'h�`� N� 4 �a' ' \ s� 1 i MAP DATED 1 86 w� `� ` ` 11-13 Ea 7 . .E18 �� 74- r �: . >x ati ACCESS & ,7 135.08 \p. �, S z / �' u; k1 5 I --- �03 E 1 �+ ' : ^tiy UTILITY EASEMENT / �� \�. h° ,� S�� ,�4r/ t,'�rn cn NON LOT 11 . , � 74 , 337 E / / d' ` 4d• 1 U- LOT N v+ � N 17$304 SF + 'p 20 UTILITY EASE�GEN�' +n « - - ~ L15 ` ` 82- --- ryb • N u� 0 4� . . . . . . . . . . . . . . . .�' ''.. . . . . . . ' . : - ; �,� r Z 86, -' �'i \ �� ^.h`� v %�, h� '�l / `'�° i� 145,791 SF +/- -, o {� MIN gFFEC 2 t3 REC. N0. 25449 `v § /- 4 -N W43' E ���� 100 YR FLOODPLAIN LIMITS 3.346 ABC +/- v m ` kti 6 f ' Q • \ - MIN. FFE 6265.5 �, io Iv �sl / l� 85.96 �- �:,/c�,� PER FEMA FIRM MAP I o 0 ..�����•� .•...•.•.•.•.• ''' .•.•.•.•.•.'.•. f1,3��,•- --_,ENE_,/ rq0 6' 'L �,W' DATED1/86 v .'L� cg3'S_i14'�N �o �,� y,4��9k,1� ryi M �- 118 48 4 3 S�, 7'� /�' LOT 4 ( I o rs ;r 150.40 � !r'' °'I tine yy '``' ' •' lOD YR FLOOD1iiVAl" LIMITS . / �� �-� �_- _ _ 3i J 'C Xs i / 240,259. SF +/- ( r Z; I ,�`�� 6h �,r^i LIs . . . . . . . p. . . . . . . . . . PER FEMA .FIRM MAP ,�u� 6>� `�S ? / 5.515 AC + �' N � a '• 1 W s,.. /- of s ,� / (� cP c�j'�' �4 . DATED, 1/86. ��_'_ _ _, 6'S?, O' ^� < 'L MIN. FFE�62fi0.2' i° 4 O?7�'• � N`' L --S89.55'29-W- - -I k�i�l S89'S5'29"W J t� . 609'�2 « - - n=88;55 25"E - - �O?, �5 "a, \ - >. A �, �1 �S2• ff- U+ 169.26' ktiay 130.46' .L Rom. r`i \ Oi j/\So'�Q,.. ?7T �'. I �, o C14 W A . . . . . . . . . . . . . . . . . . . . . . . . . ` `� t \S'• I�OT_7 r� / � Y \ �G t,+ a; r `.r�\a\ 538,428. SF +/- 3 • F ; `�'' \ L ,s C 1 J S28'04'44"E' ll 12.360 AC + ., - 1 . 23 ( 579�174 i u' C C1 64.21 , � -� �'`\ � MIN. FFE=6256.0 � �., °�' `C'�'. � N85'32'S4°W - - _ ! l � � � N78:32,12 � 78;32� p ? 100 FLOODWAY & o, x" -- " 4 Q s. . FC0 PLAIN LIMITS \. 2 m� %, M ti' ,S,�, `` 1�-., ST, F, 128.4 78 Q \. .WITNESS -CORNER -TO- BE SET . « �a J N �. zi • N ` `.C2 3Y S4 j r a G 26 NN AR AR piS 0, 23 C2 ���,\G� 10 C z . . . . . . . . . . . . . . . a� , �k�N/ « M , , �/% C �" !y`�, �t 717 RDAD CBE 1 NG DIED i CA �0 L36 . . . . . . . . . . . . . . . . . . . . .\\� iv1 1� k `\': :?SSA L22 Lt2 28 --�^ 4" PARCEL A . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6g . . . . . ti.;.� G�1 21 \ I p y.0 • . . . . . . . . . � L4 0 3 60 INGRESS, EGRESS, rn • USAGE EASEMENT , , , , , , , , , , , , , , 20' UTILITY t, or42s ,0 --�,� N EMERGENCY ACCESS, •�' ' BOOK 6§7 PAGE '621 �SEMENT TO LOT 8 �� �• ' 0 " . . . . . . . . . . . . . . . . « C6 ."� 'o, .� « L3 DRAINAGE, IRRIGATION •20' CINIv S89'S6'48"E °� S89'S6'48"E AND UTILITY EASEMENT. M c� �/ '`,,�.• . ACCESS,, AND .UTILITY / - -- - "� h - - - - - - - L 8' �'- I \ `�6i-----EASEMENT EMENT . ' . 93.54' 167.27' 'S32'00'00"E. - : �. ` �' fig' Sp �� _ W 4 • 94. 68.. . . . . . . . . . . . . . . . . . . . . • « ' ,, . . . . . . . . . .` ,tea- 1 'F � - __ " - - _ _ _• , • 9 � �1 .� -'. ` �\� 100 YR FLOODPLAINSS9%'� �� .S'6' 209'� '`°' �'� • . ' . c' Z° 2� �' j/gig ,1 4r, �40' PEDESTRIAN, IRRIGATION �1 • ' �� ;^� ' Q & FLOODWAY LIMITS , • . �, LOT 1 o O « . ���y� .�`. �C LOT 8 ,�' _ � .�� 124,82 +/-- /� LOT 13 JAND DRAINAGE EASEMENT (J l h ci 299 917. SF + - / Sp: \ 2.865 AC a . . . . . . . . . « \ . \ / p /titg , - . 6.885 AC, , , 0 230,032 SF + r .I . • • ... • . ' . « .'� �,. 3'G• . ,� \ ' \ \ A MIN. FFE 6259.0" �/ °�� 1 6 4 01 'W- „w',. .�! h �`\ �, MIN. FFE=6265.0 ;� a; 5.280 AC +%T C>: �,�. �y0• a6 S _ .�5 4 , ` �..,: ' �S ,'1'�r �jY 3� 0 N ,n ( MIN. FFE=6267.5 0 N•'� in . . . . . . . . . . . . . 1. . . . . . . . ..,. \ xQ\,9Q �.y D / S9 �2 : ` c�s� J>�\ u�, rn I rji w zs- o.) ,•. . . . . . . . . . . . 7, . 100 YR 'FLOODPLfJN- .` . a \ \ �, �k�'j O 89` ?53$,' ?091, h�;.\ ?�` \ � g � 'Moo � o � � O . 'WITNE'SS'CORNER'TO' BE SET. & PLOODWAY LIMITS .\ C��/g�� 40' ACCESS & 'Fl SS 1 ��? \• \ N ih U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. \ '�� UTILITY EASEMENT 5.65 3S oA'. `S•�'?, • s� �7. �7� n4' r Z W 2 0 Q 2a2 47 N7 9 / SS,.:,,., ?O �9 6` `2.,N BE14 S83' � 8 00 35. 04 / 6 ! -r l +� - 16 0.11'. .325.00' . _ `. . R . AP . . • . . • . • . • . • ..... • . .:; . '. < OT 9 y�/ �s3r 2p9,, � '; ': 'E28_-- �5 c�j - - 8` '-*" � z5" 'w '� & FLOODWAY O UMITIS ^ �011ND. B ASS O « ��y _ .� �F; ' 101.85'�s.ras"` 7 e2 S883140W .SET WITNESS CORNER \O ' CQ,, .' N ` .E2 . . . . . . •`• 6 -� - ! •'� .•. ' • 49 .89 l2 L.S. #10732 f• 207 399. SF +%- O /, / �S 41• ,� - - -_ _ . �-•. BM 6254.15 ''' \8S 4.761 AC +/- Off/ h`1 ��c./ 07 08., 2;53 26 W;, 84'2 ' " N84'20'11- `�,. �.`_?S �S� MIN. FFE-6262.0' moo,`/�a�' o�/ 83'� \ 'S ,14p s-Zti4�; ` 324 We yy. . • . .¢90.2g• l W - . i� ' ` / •O`b/ ro0 7,; 52'S 12.54' '�: �-S7g • . _ y _ ` _ _ _ « h ' ITN ESS CORNER 'TO BE SET 4. 's. �. ,V7 , �, F �h g' �3'e 1 26. ..>--, _35' p"" _ �, - N pt7 .W. . « �'. :.. \ ' ` '` �? 0g aS•, / 4� �� /`� L(}T 10 g6. 7g' 41' 64" S78 35 ,.'� 1 ` 2--, . �3' . • . ' . . . ' , • . . • . . ' . ' . f \ :`, . . « �g5�`k�yyy . ��\�� `'7�?8j ���� �ti / 140.820 SF +/- /`�5,45, ss.~`T- �p �76 53'' , 25 E;MEFG�NG;Y ACCESS Y ` '• �� y_ . �0' 3.232 AC + / / 64' S6. Sr,' &UTILITY EASEMENT 12.5' EXISTING UTILITY TIE TO W.C. (STONE) E?�1 / ^ -'--a'. --__ ' 160 YR 'FL0OCIPLAIN. \ ----- MIN. FFE;=6264.5 �• S;, TO THE NORTHEAST .-- 5» FT. WIDE FISHERMAN'S 8�' % . . . . • • • • f 1 . • • • • • • - . = -=- - -_ _ & FLOODWAY LIMIT '. _ _ ` / �7, 1` E ' r • ' `t� REC. NO. 355739 CORNER SECTION 31, N -� �AS`EMENT FROM MEAN . SET 'WITNESS 'CORNER ' '� Iv / ^ / <4' N55'33'00"E 5673.88' �` . N6 S6 3. BK. 656 PG 856 ROARING FORK W -:-^- ' ' - E \ S' 7' HIGH- WATER LINE. -. ?� s 4 �� S 7 r� P.O.B. LOTS 6-10 RIVER W : - . - - _._ s _ `-`:--:-.�-- e^� - a__ :� ..- .. . . . . . `� F?�190\,.W �N/ h +lv /off 0T 11 ^�O/ SS p .�y=--;'` « «.•.^ �: .�`' "- •\•� 6A �i 276.902 SF +/- h��,, �� 3)3 •" - - " ^� _`'_ F.cry,3.�``� Try �O / 6.356 AC +/ -. t'Jo 4s�•• �1' 12;5' I - APPROXIMATE' LOCATION �IEQN `ti N `� v, / MIN. FFE=6267.0 'f ` 5A' « . HIGH• WATER LINE. SEE. NOTE 16. . . . . . . . . . ,�� . ti . . , . . . .:: try M ' --------�%(�` . . . . . . . . . . . . . . . . . . . . . . . r`9 . 1 ??, 77' ' 228.35� . . . . . . . . . . . . . . . _ _. U, ys, .105.. '' .S ESS CORNE - - - - - - 7;, 3 � ly } �) N l N88.30'35"W 346.12 • • • • •� . « 4' • Q 50' NATURAL GAS EASEMENT N87'41'1 �"W 223.18-�`1V 25 1.9�' . "'" 20 W •257.2.2 . . . . . . :�`. viN \y. \ --- g2 d'1 REG. NO. 215439 `�_ ,"`es^� •p •' \ CENTERED ON EXISTING __ �I7,5 '•``� 'V . r� GAS MAIN -62 CENTERLINE OF THE ROARING FORK RIVER S. (PER DEED) _ , '~t�Q r +• . 100 YR FLOODPLAIN y • & FLOODWAY UMITS J �'" • 3`9 'v • ���� FOUN[) REBAR & �\\�' CAP L.S. 10732 N6�s ..�.-.� --- - S23*40'24»W HIGH COUNTRY ENGINEERING INC. '..:'9 . >,.. .i ' 40 GRAPHIC SCALE _ � _ �8•, ' . '� • ' 80.58 0 50 100 200 aoo CONSULTING ENGINEERS AND SURVEYORS 923 COOPER AVENUE GLEN WOOD SPRINGS, COLORADC) 8a601 -�.. Ngs• ' S3600445"W { W FEET (970) 945- 8676 , $ ��� -„I __ ann ti LINE DIRECTION I DISTANCE BE5 N42'57 03 E 51.67 BE6 N71'3410 E 53.06 BE7 S41'25 36 E 61.75 BE8 S29'3010 E 63.92 BE9 S08'47 43 W 42.44 BE10 51536 5 54.66 BE11 S20'14 07 W 21.45 BE12 S66'55 36 W 36.14 BE13 N73'07 20 W 69.25 BE14 S88'06 09 W 42.13 BE15 N41'55 07 W 59.81 BE16 N43'03 42 E 58.64 E1 N74-34 54 W 190.10 E2 N78'04 33 W 115.19 E3 N69'29 05 W 83.33 E4 S69'07 26 W 73.56 E5 N 77'48 16 W 167.71 E6 N61'14 27 W 217.42 E7 S67'37 48 W 407.90 E8 S75'30 58 W 302.69 E9 N06'40 03 W 321.30 E10 979'28 22 W 386.86 E11 N 50'51 09 W 145.89 E12 S89'11 07 W 578.5$ E13 SOO'00 33 W 223.53 E14 S62.19 51 E 240.42 El S41'59 41 mE 185.97 E16 S61'15 44 E 148.96 E17 N90'00 00 E 56.59 E18 S89'48 32 E 107.70 E19 S27'51 29 W 121.39 E20 S41'39'29"E 791.65' E21 S83'2713 E 207.73 E22 S71'22 33 E 164.63 E23 S58'48 00 E 138.29 E24 S72'12 55 E 82.00 E25 S61.15 31 E 586.74 E26 N80'45 53 W 352.72 E27 S83'47 43 W 142.56 E28 N81.3,357 W 135.33 17.1 " ' 30 N72'49'4 " .0 ' L1 N78'22 33 W 81.2$ L2 S67'0916 W 11.60' L3 S89'57 57 W 74.79 L4 S61*49*31"E 171,0 L5 63.72 L6 S42'22'29"E 77.81 L7 N 35'45 11 E 2 4 L8 S14'34'24"E 88,01 L13 N61'54 39 W 72.32 L14 N53'58 30 W 76.08 L15 N89'48 32 W 167.70 L16 N78-2 '3 " ' L17 S56'59 43 W 173.21 L18 N78.2 '3 1. ' L19 S36'05 29 E 152.38 L20 S20'24 39 W 10.26 L21 S20.24 39 W 10,26 L22 S20'24 39 W 10.26 L23 S89'57 57 W 11.54 L24 S89'57 57 W 11.54 L27 S59'45'2 4.67 L28 al7.1 1.79 L29 N7249'42"W 89.06 L30 S17*10'18"W 42.06 L31 S11'S4 45 W 42.8$ L32 N11'54 45 E 90.97 33 S72-49'42-C 47.4 L35 S67'0916 W 10.34 L36 S67'0916 W 13.00 L37 S14'34 24 E 47.09 L38 S26'24 20 W 68.54 L39 S26'24 20 W 75.9$ L40 N75'26 34 W 18.53 L41 S14'34 24 E 32.14 CURVE I RADIUS I LENGTH I CHORD I BEARING I DELTA C1 150,00 103.44 101.40' S81'52 09 W 39'30 35 C2 350.00 155.73 154:44 S79.54 03 W 25.29 33 C3 135.00' 122.25' 118.12' S75'3114"W 51'S3'08" C4 135.00 68.72 67.98 S34'59 39 W 29'10 01 C5 100.00 121.40 114.08 S55.11 18 W 69'3317 C6 261.69 124.49 123.32 S76'29'10"E 27-15720" C7 100.00 13.23 13.22 S58'02'10"E 7' 4'4 " 08 100.00 64.69 63.57 " C9 180.00 44.64 44,52 S69'39 29 W 1412 30 C10 120.00 28.79 2872 S68'23 34 W 13'44 52' C11 320.00 144.76 143.52 S80'06 49 W 2555 06 C12 380,00 227.54 224.16 S8418 32 W 3418 32' C13 320.00 46.86 46.82 N82'43 55 W 08'23 26 C14 165.00 132.77 129.22 S78'24 40 W 46'0616 C15 105.00 148.54 136.46 S60'56 13 W 81'03 09 C16 165,00 100.64 99.09 S37'53 05 W 34'56 52 C17 70.00 84.98 79.85 S55-11 18 W 69'3317 C18 130.00 157.81 148,30 S5511 18 W 69.3317 C19 70.00 179.61 134.24 S81.04'50"W 147'00'59" C20 70.00 51.10 49.97 r " C21 70.00 85.91 80.62 " 7 '1 ' " C22 70.00 61.19 59.26 N . '' " ' " C23 350,00 53.86 53.80 N82'56 41 W 08'48 58 C24 100.00 58.99 58.14 S34'04'50"E 33.47'53" C25 200.00 45.25 45.16 S46`12'57"E 12'57'50 C26 30.00 44.24 40.34 N77.59 54 E 84'29 27 C27 50.00 19.04 18.92 NO3'39 54 W 21'49 01 C28 100.00 13.23 13.22 N58'02'10"W 7'34 42' C29 30.00 44.24 40.34 N77'59 54 E 84'29 27 C30 50.00 19.04 18 92 S0339 54 E 21'49 01 C31 120.00 24.80 24.76 S23'0611 E 11'50 34