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HomeMy WebLinkAboutDRB140202_Elk Meadows Survey_1402336380.pdf BRIDGE = 8377.6 OUTLINE OF RESIDENCE RIDGE = 8370.6 1( GENERAL NOTES FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP 1. DATE OF TOPOGRAPHY: SEPTEMBER 10, 2013. L.S. No. 16827 2. BASIS OF BEARING: A FOUND NO. 5 REBAR WITH 1) " ALUMINUM CAP MARKED L.S. NO. 15710 AT THE SOUTHERNMOST CORNER AND A FOUND NO. 5 REBAR WITH 1Y2" // -PEDGE OF ARKING ASPHALT -I ALUMINUM CAP MARKED L.S. NO. 16827 AT THE NORTHEAST CORNER OF ELK MEADOWS SUBDIVISION BEING N 3T10'17" E A DISTANCE OF 462.11 FEET `, 1 // (SEE SHEET 1). It , �3. PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE". ELEVATION = 8287.82' ,��X2(NAVD 88). ELEVATION TRANSLATED TO LOCAL BENCHMARK SEWER MANHOLE j'- ' " ' "MH400, RIM ELEVATION = 8309.0 INVERT (NE) = 8302.7 INVERT (SW) = 8302.3 N49°45'56"E- 50.77' S03 52 59 E - 91 .61(SEE SHEET 1). �SURVEYORS CERTIFICATE ", N62°57'01 "E - 121 .50' GRAPHIC SCALE 4. LOTS 1-3 SHOWN ARE PROPOSED LOT LINE LOCATIONS TO BE AMENDED. •I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF \ / 30 0 15 30 60 EDGE OF ASPHALT / ;, TOP OF NUT5. THE PROPERTY MAY BE SUBJECT TO THE EASEMENT AND RIGHT OF WAY AS THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS ,k. \ - •GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC., IN INSTRUMENT RECORDED MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND ,, >! 8327.9 - - - �__ FOUND No. 5 REBAR CORRECT TO THE BEST OF MY KNOWLEDGE. • ! WITH 1Y2' ALUMINUM CAP AUGUST 24, 1967 IN BOOK 211 AT PAGE 103. / / /� '. G s FOUND No. 5 REBAR �� ( IN FEET ) `: ''_ L.S. No. 16827 6. THE PROPERTY MAY BE SUBJECT TO THE AGREEMENT BETWEEN TAYVEL �„'/ V .** ro► y::. '! WITH 1Y2" ALUMINUM AP ii• 'I� 1 inch = 30 ft. ENVIRONMENTAL LAND COMPANY AND MOUNTAIN STATES TELEPHONE AND ��� LOT 2 / :�►���%/ 0 �` 1 L.S. No. 16827 TELEGRAPH COMPANY PROVIDING FOR TELEPHONE INSTALLATION AND SERVICE QO REQ/ / �. �"�� R .P s7 0.0892 ACRES ����//�� �i��,� / THROUGHOUT LION'S RIDGE SUBDIVISION, FILING NO. 2, RECORDED SEPTEMBER 27, 4 \AT B/ e / •���j/�: � . z TOP OF NUT F, 0 ADDRESS: 1626 BUFFEHR ��1�a r-- r4 ' ° 410 / / i 8325.7 1973 IN BOOK 231 AT PAGE 291. "' :�`► CREEK ROAD / . oo �i 7. THE PROPERTY IS SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, 27598 4.� l , 1,/`� r SAT 4� -� 1 e RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF LIONS RIDGE DATE: _ �_ 1.--- -.wow- , `I SUBDIVISION, FILING NO. 2 RECORDED SEPTEMBER 20, 1972 UNDER RECEPTION NO. BRENT BIGGS �' ` P"� I , T 94 121219. COLORADO P.L.S. No. 27 9� �O/�/�I J� // , �''1 `%' 1�� A �' SEWER MANHOLE MH 360 'R/� / � �• �'ct >t / RIM ELEVATION = 8333.3 FOR & ON BEHALF OF PE4• ND CONS 14`^QTS, INC. LOT 3 / ,.•��� �i . gA„ � 0 / '7/ 0.0774 ACRES �'!:�or�4 ' `\' `�! �1 :Q_' pf / INVERT (NE) = 8328.9 8. THE PROPERTY IS SUBJECT TO THE TERMS, PROVISIONS AND CONDITIONS NAL L N� Cl ���.,0$.2 t� . s0 ADDRESS: 1628 BUFFEHR / i�a INVERT (SW) = 8328.5 CONTAINED IN PLANNED UNIT DEVELOPMENT PLAN AND DECLARATION OF i " :1-*, fi ,1`,'>� �� (�,� / CREEK ROAD PROTECTIVE COVENANTS RECORDED MARCH 27, 1980 IN BOOK 300 AT PAGE 758 'I,:� �,A ' ..s , TOP OF PIPE �'•' ' '/J ° 8324.3 AND RERECORDED APRIL 10, 1980 IN BOOK 301 AT PAGE 415. / !'%% �r �Of i;; . % 0•' OA . • ���i-e, ,�/���� � '�� / TOP OF NUT �� 9. THE PROPERTY IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF / '/ `1/, 'to j 40 s0 / N 8325.6 p PART OF PARCEL A �-� i= SUBDIVISION IMPROVEMENTS AGREEMENT RECORDED JUNE 07, 1990 IN BOOK 530 '`� j;i ; �Illr 1- N TRACT D LIONS RIDGE AT PAGE 967. �' / ,!�' �s. T s c g' / i_.• `� ( _ viA / s SUBDIVISION FILING No. 2 10. THE PROPERTY MAY BE SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF 4j17 P'O ._--'14- JAN�� 0• / �� (RECEPTION No. 121219) HOLY CROSS ELECTRIC ASSOCIATION, INC. UNDERGROUND RIGHT OF WAY EASEMENT .g' �VVI , 4 ,��1� a� Al ,/j_' SAT/sss / �0 / RECORDED AUGUST 08, 1991 IN BOOK 559 AT PAGE 506. ¢ 'C�O / A� �►� ;. ���, • / /�• / �L52 0 11. THE PROPERTY IS SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, 0 `d = i."---, I�1���,�-���,, ,_��� a• $0 6�0 RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF ELK MEADOWS P� ,,✓ : � �1�i,1\.�- $11A i�'/\10Ci6',4\� �A, ts� N l`0 SUBDIVISION RECORDED JUNE 8, 1990 IN BOOK 531 AT PAGE 90. �� �� ..„. ,�'" ;;�" `���► ��f ,.,ts / p ����� 0 •� 12. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE �� � 1,...3,1%::-, �j�5' s srSUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF / ��• J � 'r� \ / $ •s �.. RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED �� 1:.• i �.;� . / ,� "� Fc. BY LAND TITLE GUARANTEE COMPANY, ORDER No. VB50035203-3, DATED _ //� \�- �� // :1_,::::ii:i.s.,:ik):4;00:1,(417"; \ `g� s�A 0 • o�2a DECEMBER 12, 2012 AT 5:00 P.M.. FOUND No. 5 REBAR r ��� �/ WITH 1Y2 ALUMINUM CAP �� �� � r4:78.- -r90s • L.S. No. 16827 .--'1/1 �� ��l r• Z 4p, �� , 13. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION `�o ),?...sw./ y' , ;�, y, /� s1 I9 TOP OF PIPE BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST /-�� , 9 1�, / �� ,,.N 8310.9 Y LOT 1 DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY =�o� �'". ;r�/�. / .' r,. 01':. / WA P .• A. �/'LOT 4 - �� �'���� �• 5I • illy. 6' 0.0941 ACRES DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OG _' /► �I �, - / s� 6ti ►teaOF CERTIFICATION SHOWN HEREON. $G• "' / a��iJ/�•.- �1`, ADDRESS: 1624 BUFFEHR 0.0929 ACRES •,� �'' / ' K SEWS" MANH,�LE MH 380 \.� CREEK ROAD $ s// RIM EL VATIO = 8313.5 NI, . to- ,p'� /� ADDRESS: 1630 BUFFEHR 'L �jr�� �r ,' CREEK ROAD 1�$ OUTLINE INVERT (NE) = 8307.5 s /RESIDENCS`� '� fig - s \ INVER (SW) _ :307.1 / ;,'•.°.\,11 ��1 /W it A \ va +�� p RIDGE / G �A so% TOP OF NUT \ \ ;- 12• ' �.�� / Ai( 7^ / ��15' EDGE OF ASPHALT �6• I s 8341.5 �A�00 j// //0 8304.9 \ / Q( Na- Ile A / of s� TOP OF PIPE \ L 0 cO 0 ` 8304.5 \ �srR. O. n' ` 18" C.M.P. WATER / C,5 s� 6" WATERLINE ,S9 / / '2 INVERT = 8306.6 s i ERWS&D WERE UNABLE � / w\rr 1•b� (UNABLE TO FIND END) �� `�G��S `gr l / TO LOCATE ENTIRE LINE SRR �%y\ / \a / ( \vv n g 6g A�`' �212b` sfi S 44) 9� \ � Z' • I. o° // / 8\ >, UTILITY EASEMENT / 0 FOUND No. 5 REBAR N si / F\ \ (ELORADO ENGINEERING CO. SURVEY ' WITH 1Yi' ALUMINUM CAP _ +� �( �� \O y�.i.'"' 18" C.M.P. �9\ \ / ° L.S. No. 12566 _- - - - --- �� R.4G P sINVERT = 8306.3 Np� AASTSHOWN ON3, 1973)THE ELK MEADOWS 6404 O /�• �p�E < � (UNABLE TO FIND END) SUBDIVISION PLAT / G)-J / ttg'S5 ° CS'F ��PPS` / `� \ (RECEPTION No. 427248) / / 1166: /5 vim q / N62 - /sa/ ;. TRACT6278 / \ \ / --- -;;��--- ----- SAT / • / (OPEN SPACE AND DRAINAGE EASEMENT \ / 596 _ , (RECEPTION No. 427248) / 9 EDGE OF ASPHALT // _-- __ AT $0 APPDXIMATE \ \ / LOCATION OF \ / ` T $0 WATER LINE SEWER MANHOLE MH 400 ? / / ` " ' \G� BY ERW&SD RIM ELEVATION = 8309.0 �P�/ ...------ 1 °5g / �� R �•• INVERT (NE) = 8302.7 0 / 2 s - 5p�0• 0 INVERT (SW) = 8302.3 0� / / s0' fro 12.9'x7.3' / ENS // / D- SHACK Qom\ „..7- i SPS M 1\?..9 DO LOT 5 / iii, /so N oEP NO / `,'i%41 ADDRESS:0 632 RBUFFEHR AT /s / 'I ���L°/ ------ / <R� O'' C�\ p' F\1\NG 8 'J CREEK ROAD / AT /g�/ \ r /y Sj° e�v� / / / •1� 0 t l'' \\1 .\al g ) / s� / =1 ' R .�,�\ o. 2°3�2 56a �E S�oN `Ao• LEGEND /` Il\ v1AT $0 �l S�J „'\�� ..---- / ,\ONS R\<R�`G�PI rstrsc rtrsc BURIED ELECTRIC LINE �� � s1 / FOUND No. 5 REBAR �'� / 1� � APPDXIMATE z s WITH 1Y2" ALUMINUM CAP / CTV CTV BURIED CABLE LINE LOCATION ��� RA st ° PX PX BURIED TELEPHONE LINE s 4 L.S. No. 15710 I� fo, 1 WATER, LINE „\�•`�N T 0/ `AI 382.5 / / WAT WAT BURIED WATER LINE BY- W&SD S6`L�1 / GJg" v'� LOT 1 (50, sE'x SEW BURIED SEWER LINE / ">--1:" n it s S-16TREE LINE \ 0 TOP OF PIP: 7 LIA ZNIEMER SUBDIVISION ' p s/ 8275.2 (RECEPTION No. 457336) ''N74°40'00"E 411 /ill <s /$ FOUND No. 5 REBAR ® ELECTRIC TRANSFORMER , s� / / WITH 1Y2" ALUMINUM CAP 0 CTV PEDESTAL 22.88' • L.S. No. 15710 0 / ® TELEPHONE PEDESTAL VAIL VALLEY CONSOLIDATED FIRE HYDRANT N11 °59'06"W /12 c' s WATER DISTRICT EASEMENT / (BOOK 345 AT PAGE 786) wv WATER VALVE 65.01 ' e SEWER MANHOLE MH 420 (SHADED AREA) cA • e RIM ELEVATION = 8278.1 MEI S1 22 Q INVERT (NE) = 8273.90----t7j,k-, 0 INVER (SW) = 8273.7INDICATES WITHTRUNK A DECIDUOUSDIAMETER. TREE OUTLINE OF \\ RIDGE = 8308.6 RESIDENCE LINE TABLE ---------\/...--- LINE LENGTH BEARING / \ S AN EVERGREEN TREE WITH TRUNK DIAMETER. L1 26.00' S27'02'59"E L2 34.89' SO0°14'59"W L3 L4 20.00' S62'57'01"W 21.38' N54'20'57"W L5 10.18' N27°02'59"W L6 L7 36.99' N11°59'02"W 40.01' N61°58'28"E L8 18.47' N57'43'07"E L9 10.18' S27'02'59"E CURVE TABLE PARTIAL TOPOGRAPHIC MAP LCURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING ELK MEADOWS SUBDIVISION �� C1 12'12'32" 1128.71' 240.51' 120.71' 240.06' N55'52'12"E O V�,RALL TOP 0 G RAPY TOWN OF VAIL, , 11111 02 32'52'45" 308.96' 177.30' 91.16' 174.87' N79'23'24"E EAGLE COUNTY, in- 03 32'52'45" 346.96' 199.10' 102.38' 196.38' S79'23'24"W 11 C4 28'48'37" 85.00' 42.74' 21.83' 42.29' N69'45'54"W COLORADO PEAK LAND CONSULTANTS, INC. C5 8'33'37" 308.96' 46.16' 23.12' 46.12' N6713'50"E DRAWN: JF CHECKED BY: BB PH:(970)476-8644 FAX:(970)476-8616 - SHEET 1 of 3 1000 LION'S RIDGE LOOP, SUITE 1D DATE: 09/15/13 PLC JOB#: 1858 VAIL, CO 81657 4 '-'v,/ 0.7./ " / / ,//1 ����)• SAT / t / 1 FOUND No. 5 REBAR 411 .,gib - WITH 1Yz" ALUMINUM CAP SAT �� AT / /7 I k \/ L.S. No. 16827 / 7 4 12' i / I' ' 2"It vii- y s0 / // e� \A AT / 7 7 �� I :����1 /$sw 71_ g6661 / �` 1i AT / so // , ���A:O� ' SAT / s, / /` 8" \162 4 s0 TOP OF NUT / -'`1 / 40 8325.6 7 - I SAT 50 �� , �� �� s0/ / / GRAPHIC SCALE // '�12" oa- I a AT / 10omm0 5 10 20 / �7jbc� ����` `�� / / s /ss" / 0� QA / / °''11-4,4% 0 0. ii AT 4 ( IN FEET ) // . , - S // / / ���� s / cam, ,..p� 1.0 f-_ 1 inch = 10 ft. / e.moi:� txt �4 / 47 A 0 s� / iii=��'. _ ��5n.„IT'D„C\�11� ft) 4� rrid;fit' �' '4 AT / / 111 I I / W S i J / LOT 2 15P-� �--tt N`'0\c). \A.� Az ss•/ss• / // ,� -7 ��6' 0.0892 ACRES 4411Prix., 4 G0PS 'I6 / / / M'U/bA' ADDRESS: 1626 BUFFEHR ��� �P��'ES R�G� PP�PI SAT /s� ^�/ / CREEK ROAD / `� / \I 1,N\ pig E'kP s / N -*/o tis 4 e Ls / ss< / / / / iAT 5� d / / / // / ELS/ 4� �A� / /g�/ p�,��2� / / �ryN / / / / / /sit N It p0 / -. .. 1,.:yam' , s� 4� 110 �/ ` i��i�moi. °'�, E Yg s0 /40 / . i ��I►;. 22nn �y/ / .�� 1 �J`O 4 / E i AT s�/ / �1 4;. �6�� Y� SAT $ 46% � / -� / �,l Vii. �. O g� 11:1 ,kw 8� • 652 /gtk• Y� RAT / `` . 6,�a°E ' / •5/p1�'6 / 8 Y� II V O s� / / O 8330 N62� � . N6ti �` --1,c / g� / `� J moOfft i'$» o / � � Y �� g�/ 8„ �� Iw � . 00 ,: �p,5 E AT s4 r ,A , Ai J E / / sE -iiiii, ,...,...‘ . / i / 03 , .;�.;.� LOT 3 /� o� Nb�y .i” Y� �' S, /60 / � 11 =`1; .. / / �� �� / a5• LOT 1 ;;� rr� , o.0774 ACRES ��1/ / 1; SAT sr' 6' ice`' I ADDRESS: 1628 BUFFEHR �f� Y� s�/ / / . 1 ACRES 9`�'$� ADDRESS941624 BUFFEH” �\ 1.1111011 ��� 1rE(� CREEK ROAD 12rr,` 'Ob.; �V 01 10 E s�/ NOT" CREEK ROAD �� • - S t,EC 12 (P` wi1`1`;� / 4A E / / moi. 12 S E/ • / /s� ` OF 2��1 / ,,' IZ el E igt 14' $0 s a �- va iiirk -=-\ . ---- )1111/11'' I'l si)sc 0 moo. l`'�•• `' ;r , / // /s / ,�o; TRACT 1 / ��Z gs M •., rl_ 1 Ey p� �A /so / 29°x° 2.6278 ACRES NO ��, / c�i / / '1�` A .oma � c/ 0 /s0 /50 ZS�'ONsk7V. -r 014 (OPEN (RECEPT ON ACE AND DRAINAGE �n7 12"�..► Y 1y / p8 0 / / �, vi ssw / $ CTS I �° / CV Y / g'L WAT .oma / YS ,w A� s� / / 6. 10 ,)7,,,, -1k4 Gly A PH AT / / ` ./W C'tV YK \ 1 /ss< / \ " .'"12"-4.1, 00 felhi: \�O PN �\ AT / /$ st \ / • �� i c� / rt ATc�� GON O's5 -$61 ss` / K \ \ / ,�4 �. ��'�/� �� AT .7 P��ES VG, Q P�P� .�`z A TOP OF NUT s� / / \ �� ��G�O I �� G� P�� 5 P P� 8304.9 0 o. cry �,���� E A \ `� ��, .. V'/ \NP� Q O / / SEWER MANHOLE MH 380 cNa. OVAA I)' rI/_/. � O P �'� --;14" ATV g� S s RIM ELEVATION = 8313.5 / p11 �ti��j ����` I / 6' l CT / \ �� �, .� �i WAT 'O /s�/ / INVERT (NE) = 8307.5 \ Y ¶ I1 41, 0 / INVERT (SW) = 8307.1 /� 211 Az y E0007 P /sr / �P1 a 1 A 6 /ti � / �� ��p9 PGP Q �2°`$� 5�/ / , 5�po 6 SGP \ \ 6' �� A 0�9P,GE o• AZ / / ,�1 5k \ �c /�AzCrl A� SOP V�c,G�P�1 /sr' / ScD 56��` / A�5a5, 10 c141 .11:., /�A AR t,P /sss / \ • ... • 404044 -/ 01' / \ 569 / 1,, II ir 8309.4 1AR / / \ I SAT AT 50 sr/ \ \ / 15 \ / / 0/ \ \ ,pAt / \ 1 /s / \ \\ SAT / as• OP - .7/N--- /s/ / \ \ / ' BAR /s/ / \ \ / ,or / \ - \ / 4 AT \ sO / ii 1$ s�� / / \ \ / \ / / \ /s� //i'"� 8309.4 R s• dw// '�/ \ ti� �1 >/ ss' /,� \ \,5,..RS9 �O 12'- INDICATES A DECIDUOUS TREE WITH TRUNK DIAMETER. 11 50 LINE TABLE \9� 0 LINE LENGTH — BEARING / \ \�. \I/j CO _ L1 26.00' S27°02'59"E S'A L2 34.89' S00°14'59"W �\ \ 2"\ INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER. 18" C.M.P. /\ il INVERT = 8306.3 L3 20.00' S62°57'01"W 9��\ (UNABLE TO FIND END) L4 21.38' N54'20'57"W / F��\ (--<(0 F \ L5 10.18' N27'02'59"W / `90�, \ 090 \ L6 36.99' N11°59'02"W p�� \ (PROJECT BENCHMARK) L7 40.01' N61°58'28"E SEWER MANHOLE MH 400 _ RIM ELEVATION = 8309.0 L8 18.47' - N57'43'07"E / INVERT (NE) = 8302.7 L9 10.18' S27.02'59"E \ %�F��,�&�; \ PARTIAL TOPOGRAPHIC MAP r� INVERT (SW) = 8302.3 0 �//s, CURVE TABLE / / \ c°s<< s \ LOTS 1 THRU 3 �� CURVE DELTA RADIUS LENGTH TA ENT CHORD CHORD BEARING \ �'�F�FtiT ELK MEADOWS SUBDIVISION , C1 1212'32" 1128.71' 240.51' /4"0.71' 240.06' N55°52'12"E \ 0-TX \ TOWN OF VAIL, EAGLE COUNTY, PI C2 32°52'45" 308.96' _ 177.30' 91.16' 174.87' N79°23'24"E F: \ COLORADO PEAK LAND CONSULTANTS, INC. -"\ C3 32°52'45" 346.96' 199.10' / 102.38' 196.38' S79'23'24"W \ `�G,L \ C4 28°48'37" 85.00' 42.74' 21.83' 42.29' N69'45'54"W (� PH:(970)476-8644 FAX:(970)476-8616 C5 8°33'37" 308.96' 46.16' / 23.12' 46.12' N67°13'50"E \ 7� [DRAWN: JF CHECKED BY: BB \ — SHEET 2 Of 3 1000 LION'S RIDGE LOOP, SUITE 1D / \ '9�.�� DATE: 09/15/13 PLC JOB#: 1858 VAIL, CO 81657