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1071LOT 7 LOT 8 i LOT 9 I SW1 /4 w j SEC 4 I SEC 4 SEC 4 I SEC 3 4 ! SECTION 3 01 w r�l w FOUND 5 REBAR [_] [T] z AND YELLOW PLASTIC � � CAP MARKED B LOT 14 T LOT 13 I SGM LS15710 SEC 4 - SEC 4 S88'39'47 "E N88'33'52 "W 2685.58' H 1/4 CORNER 354.72' 401.62' NORT - - - - - - S88'55'22 "E 2683.89' 1 FOUND N 9 NW CORNER, LOT 1 NW CORNER 1341.99' FOUND REBAR & I FOUND 3 -1/4" ALUM. CAP SECTION 10 ( W1 /16 CORNER 1341.90' / NoR ALUMINUM I CAP LS9184 APPROXIMATE NE COR LOTT1M99D5 LS19598 8 FOUND LAVA STONE ( I SECTION 3 -10 f SEC SET 3 -1 4" ALUM. CAP COUNTY LINE STAMPED HCE INC. / / FOUN I ( 0 i I W1/16 S3 S10 / 2013 LS19598 LOT 3 I LOT 16 06 APPROXIMATE 06 / LOCATION OF SMITH 1 0 LOT 4 % PARK DITCH LOT 3 SEC 9 I SEC 9 LOT 2 - I SEC 9 L,, I LOT 1 HEUSCHEL J I\ ! 0 SEC 9 RANCH / i 04 ! SECTION 9 o i� �__ / LOT 5 O / QIu z �_ HEUSCHEL W I 'APPROXIMATE LOCATION I W W SW CORNER, LOT 2 SE CORNER, LOT 2 N 00 N HOLY CROSS / U-) RANCH ! / LLj I FOUND 3 -1/4" ALUM. CAP SET 3 -1/4" ALUM. CAP 10 UNDERGROUND ( N I STAMPED HCE INC. STAMPED HCE INC. / RIGHT -OF -WAY EASEMENT W SW COR LOT 2 L1 L2 S9 I RECEPTION NO. 854538 / I E1 /2N W1 /4 C7I 1995 LS19598 S89'50'35 "E 1320.00' 2013 LS19598 -- / �I SEC 10 / I C -I` .. - .. - .. - .. - .. - .. - - - - • • - _o - - - - .. - ..I - .. - .. - .. - . } APPROXIMATE LOCATION OF \ SEC _ - \ // rn I \ / / Z _ ` \ - - - - i ` ` _ I i i i - ' \\ 00 NON- EXCLUSIVE 40' WIDE ! \ \ SET - \ PROPOSED STAk NI (�.. \\ ��\ - -- W1 /2NW1/4 \ \ \ \\ ROAD EASEMENT TO / / /j! `\ C -N �t % - w SEC 10 \\ \ I CERISE LANDS !j \ 2013 \ - / f \\ BOOK 629 PAGE 665 S 0 AMENDED PLANNED O 0 E E N I LOT 7 ! B K 7 P 5 ° COMMUITY PLAT FOR zl SEC 9 I / N U C HEUSCHEL RANCH I► N FOUND NO. 5 REBAR / r S AH L ITO I \ \\ If UPPER ' lJ L � + LOT 6 I AND YELLOW PLASTIC O' C B O 6 A 1 \ j CAP MARKED PROP GRANGE SEC 9 ( CORNER HCE LS19598 °F S R A& A I \ L IC AP A ED O ROAD 19 8 CO R D 3 9 I LOT 2 w 1 BOOK 661 PAGE 291 R UU ICC ° W S ,/ M CAP I HEUSCHEL I i� LOT 3 . N C TI 6 5 T P H I ( RANCH I "° °H T C of 20 L s s s I % HEUSCHEL cv r i 15' W.C. 1 I // RANCH O I SET REBAR & ORANGE 8 5 3 0 E R I V) _ _ " F D LL _ _ - - - - ( PLASTIC CAP MARKED ET EB R OR GE m' 8 C M KE I CERISE ROAD f C -W1/16 CORNER f HCE W.C. LS19598 PLASTIC CAP MARKED \ R E 19 81 I EASEMENT I } HCE W.C. LS19598 \x O WEST 1/4 CORNER BOOK 629 / SECTION 4" / \ I C FOUND 3-1/4" ALUM. CAP / \ � SECTION 10 I PAGE 666 STAMPED HCE INC. i - - - _ - - N88'26'02 "W 2684.61' \ \ FOUND REBAR & CAP - C -Wt /16 St0 - - - - - - - - - - - - - - / CENTER 1/4 CORNER - - - - - - X LS9184 _ _ ( S89*28'49 "E_1315.98' 1995 LS19598 I SECTION 9 SOUTH BANK I �- _ F t- N89'28'49 "W 13T5.98' x CATTLE CREEK _ -�\ C6 I / / f / CEI ��•. k 4� I •.�F c + SE( I S I ' I FOI, APPROXIMATE \ \ ��. I E6' I C2 / 3 1 L2 - 100 WIDE // o� // NORTH BANK L� x -� x COLORADO -UTE I STA I I CATTLE CREEK I \ °E C4 L I C3 X ELECTRIC ASSOCIATION / // C 1 ��X _ EASEMENT I LOT 11 I LOT 10 -f • SEC 9 SEC 9 I � � I BOOK 178 PAGE 101 FOUND NO. 5 REBAR 1 LOT 9 COUNTY I AND YELLOW PLASTIC I SEC 9 I : CAP MARKED PROP NOTE: PARCEL 'B' IS NON- CONTIGUOUS PARCEL THAT IS PART OF LOT 1, AMENDED PLANNED COMMUNITY PLAT FOR HEUSCHKEL RANCH. NOTICE. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT W THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. LEGEND ROAD NO. 13 1 CORNER HCE LS19598 I SEE DETAIL 252.02' (A.K.A. UPPER CATTLE 18' W. C.�� N SET REBAR & ORANGE r PLASTIC CAP MARKED j HCE W.G. LS19598 I 25' W.C. C23 SET REBAR & ORANGE SECTION 10 I LOT 2 PLASTIC CAP MARKED - - HCE W.C. LS19598 POWER POLE FOUND REBAR &CAP I I SEC 10 I APPROXIMATE NORTH BANK I CATTLE CREEK NOTICE. ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT W THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. L19 LEGEND ROAD NO. 13 1 CORNER HCE LS19598 I SEE DETAIL 252.02' (A.K.A. UPPER CATTLE S882437 "W N PARCEL 'B' SET NO. 5 REBAR AND ORANGE PLASTIC CAP CREEK ROAD) I MARKED W.C. HCE LS#19598 WEST 1/4 CORNER � � iF PARCEL 'B' - '� ° N 74.32' SECTION 10 I LOT 2 0.551 Ac. : FENCE LOT 1 POWER POLE FOUND REBAR &CAP I I SEC 10 I OVERHEAD POWER LINE I SEC 10 L9 LS9184 I 56.79' I = I SECTION 10 ' I "J L22 .P1 S89'57'17 "W I I NE CORNER N51 *13'28 "W 102.95' SET NO. 5 REBAR N1323'24 "W LOT 10 `" I E1 /2SW1 /4 0 SET 3 -1/4" ALUM. CAP 104.74' I SEC 10 cv STAMPED L10 L9 cO N '�. 1 (TYPICAL) o0 HCE INC 2013 LS19598 La S0009'25 "W 69.02' NI I N77'54'52 "W HCE W.C. LS19598 L22 S8502'32 "W w L23 N76'35'11 "W 144.38' L24 o I I I - N88'26' " ° L19 LEGEND 0 02 W 431.68 O• SET NO. 5 REBAR AND YELLOW PLASTIC CAP 252.02' MARKED PROP CORNER HCE LS 119598 S882437 "W N PARCEL 'B' SET NO. 5 REBAR AND ORANGE PLASTIC CAP 73.71' MARKED W.C. HCE LS#19598 WEST 1/4 CORNER � � 1/1 6th, GOVT LOT CORNER - '� ° N 74.32' SECTION 10 I LOT 2 0.551 Ac. : FENCE J POWER POLE FOUND REBAR &CAP I I SEC 10 I OVERHEAD POWER LINE N46'01'18 "W 102.29' L9 LS9184 I 56.79' L10 L 194.24' I "J L22 .P1 S89'57'17 "W I I - N51 *13'28 "W 102.95' SET NO. 5 REBAR N1323'24 "W 67.29' L15 N6608'16'W & PLASTIC I N513453 "W 104.74' \ CAP MARKED LS19598 91.10' L18 SET REBAR & ORANGE '�. 1 (TYPICAL) I 344.01' PLASTIC CAP MARKED S0009'25 "W 69.02' L21 I N77'54'52 "W HCE W.C. LS19598 L22 S8502'32 "W i SEC L23 N76'35'11 "W 144.38' L24 o I I I - DETAIL: 1 = 60' I I I - I I I SW CORNER I SOUTH 1/4 CORNER SECTION 10 SECTION 10 FOUND LAVA STONE FOUND REBAR AND S89'13 55' E I 2579.75 - - - - CAP LS5447 GRAPHIC SCALE 300 0 150 300 600 (IN S) 1 inch = 300 & LINE TABLE LEGEND 0 FOUND PROPERTY CORNER AS DESCRIBED O• SET NO. 5 REBAR AND YELLOW PLASTIC CAP 252.02' MARKED PROP CORNER HCE LS 119598 S882437 "W (UNLESS OTHERWISE NOTED) L3 SET NO. 5 REBAR AND ORANGE PLASTIC CAP 73.71' MARKED W.C. HCE LS#19598 S71 "14'03 "W 1/1 6th, GOVT LOT CORNER O SECTION CORNER 74.32' 1/4 CORNER X FENCE E POWER POLE OE OVERHEAD POWER LINE LINE TABLE LINE BEARING LENGTH L1 S00'57'06 "E 252.02' L2 S882437 "W 100.81' L3 N7729'42 "W 73.71' L4 S71 "14'03 "W 271.37' L5 N8431'23'W 74.32' L6 N56 01'49'W 125.98' L7 N6458'02 "W 104.05' L8 N46'01'18 "W 102.29' L9 N8942'24'W 56.79' L10 N0009'25 "E 194.24' L11 N66*OS26 "W 177.89' L12 S89'57'17 "W 85.25' L13 N51 *13'28 "W 102.95' L14 N1323'24 "W 67.29' L15 N6608'16'W 119.42' L16 N513453 "W 104.74' L17 N34'1 453'W 91.10' L18 N81.34'31 "W 156.24' L19 S8826'02 "E 344.01' L20 S0009'25 "W 69.02' L21 I N77'54'52 "W 31.66' L22 S8502'32 "W 170.09' L23 N76'35'11 "W 144.38' L24 N0303'58 "W I 53.07' 1200 CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD C1 276.46' 1405'41" 68.01' 34.18' N84 32'32 "W 67.84' C2 550.56' 3116'16" 300.49' 154.09' S86'52'1 0 "W 296.77' C3 265.58' 2414'34" 112.37' 57.04' S83'21'20 "W 111.53' C4 264.90' 1 2829'34" 131.74' 1 67.26' N70'16'36 "W 130.38' C5 820.54' 8'56'12" 127.99' 64.12' N60'29'55 "W 127.86' C6 427.07' 18'56'44 " - 141.22' 71.26' N5529'40 "W 140.57' C7 136.67' 43'41'06" 104.20' 54.78' N67'51'51 "W 101.70' COUNTY SURVEYORS CERTIFICATE Deposited this ' � 20 da of Y � at m. in Book _L of the Eagle County Surveyor's Land Survey Plats /R- ights- of -Way Surveys at Page 1 IN"! t This Land Survey Plat complies with Section 38 -51 -102, of the Colorado Revised Statutes. > W L U L LN QxO�z z z 00 1, W >O(D:I owzl= 00 0 0 4 YOw Up J 80 [ Kad b2m >4 w 2 z N z 06ILd �0 o cNn��o IL �� O o Nano �w m0j0 aU I� U NwQW O Qmxz C) Z m Z da' o p Lt Y w _ u LL r ~ o J LL. V z UO Z" a �! 0 IL 0 �, N }- W _z 0W.( .. 00 'Q, WW z 1.. p 0 Mu O v �d w 020 Z WZ0 W W WN0 Z x d' • Y.. �00 � M Z hZ0 � Uj O c� Z U = a �T. i D� PF ��� . : NA R�,1;c�• PROJECT NO. 19598 ?. 2131670 QC o ssx0 t 5OF5 O T UO Z" a �! 0 IL 0 O Z }- W U z0 -t � 'Q, Z �d w 020 ZWO W D� PF ��� . : NA R�,1;c�• PROJECT NO. 19598 ?. 2131670 QC o ssx0 t 5OF5