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HomeMy WebLinkAboutDRB100529 PlansFOUND 3l" ALUMINUM CAP SET IN RANGE BOX (ALPINE ENGINEERING) SEC. 6 SEC. 5 SEC. 7 + SEC. 8 I f I I ( CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Cl PLAT 619'07" 60.00' 6.62' 3.31' 6.61' S80 °49'33 "E Cl CALC 619'06" 60.00' 6.62' 3.31' 6.61' 577'49'32 "E N ► ° —�.. SEE DETAIL Q Q► S'T `�- -' -- Ld m CL r– OF_WAY VAR /E'1 ^�:- , ► 10$ .96, v �' 'CIF ► v 11 ACCESS EASEMENT 0 ,p \h A C �� .• r .�, tt. 1 �.g A •* r^.. -$ '`'t",L z r i - r ✓t,� t I /S� Y `'a r � ro �`}r'.�r° '°' C ^t3 `' d`"`,� �` '+ � .. �,. f, 1� r T '.`• �=,. t" - "'� ,,"• Y'vo i3s°` .. s Y i {', CMG I N 42 °30' 00 "Et 4 Q < 0 0 if^ x'fii # :r , rr ���! 00 tt 4 PARCEL B � ��' ��' J z ° PARCEL A 0.4104 ACRES LOT 1 I ADDRESS: 10 FOREST ROAD N Ytsth CORNER ► SECTION 7 AND SECTION FOUND STEEL POST ► _ _. v. _ --_ - -- __— _.._a. --- ......_...,_._— — r-- o_.— _- - ®.... ---- __,_..._. —.._ — — -- _- --- _..,.._. — ....__.._—.., -- -- _— _-- _— _— _,............_ — _...— _...._,-- -......— WITH 3Y4" ALUMINUM CAP (B.L.M.) ► 87.81' 402, 46 10' UTLITY EASEMENT (RECEPTION No. 338068) ' N89 "44'00 "E -- 490,27' TOP BACK OF CURB (TYPICAL) FLOWLINE OF CURB 8200.1 (TYPICAL) EDGE OF ASPHALT DRAIN NLET (TYPICAL] `~ ° -�. , '�- ,... GRATE ELEV. = 8 24" CMP INV. ELEV. = 8195.0 -- ° ° 8200.7 . `� AREA TO BE ADDED 1 , $1 96.4 WATER SHUT –OFF \ VALVE (TYPICAL) tl �f b y r SEWER CLEAN OUT PEAK LAND CONSULTANTS, INC. PH: (970)476 -8644 FAX:(970)476 -8616 1000 LION'S RIDGE LOOP VAIL, CO 81657 8197.3 2 ' 1 8204.1 T ° _ ° 8195.2 8194.3 8196.5 EDGE OF CONCRETE ° 8196.5 8195,6 ° 1 $196,7 8200.1 i AREA TO BE /(SHADED PARKING ! (SHADED ARE 8195.0 $192.3 O.M.P. INVERT = 8192.4 $193.9 $193.2 $191.7 ti) E f 8192,4 $197,8 FLOWLINE OF DRAINAGE DITCH 200.3 szoa.3 BOULDER WALL' (TYPICAL) ```•.r_ /',rt \r f/ a '`+•�.,. i i A 8 $2U re off K&j 0 UNPLATTED (U.S.F.S.) FOUND No, 5 REBAR WITH 2X" ALUMINUM CAP STAMPED AP -1 I TRACT B FRONT DOOR THREE DIMENSIONAL SUBDIVISION TRACT A FRONT DOOR THREE DIMENSIONAL SUBDIVISION GENERAL NOTES 1. DATE OF FIELD WORK: SEPTEMBER 7, 2010. 2. PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88). 3. BASIS OF BEARING: THE LINE CONNECTING THE MONUMENTS FOUND MARKING THE CORNER OF SECTIONS 5,6,7, AND 8, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6th P.M. AND THE N 1/16 CORNER OF SECTIONS 7 AND 8, BEING S 00'23'00" E. (SEE DRAWING). 4. THE SOLE PURPOSE OF THIS PARTIAL TOPOGRAPHIC MAP IS TO SHOW THE EXISTING CONDITIONS FOR THE DRIVEWAY AND PARKING AREA ALONG FOREST ROAD. 5. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS –OF –WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS EXHIBIT WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VTF50029119, DATED SEPTEMBER 13, 2010, AT 5: 00 P.M.. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN 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. SURVEYOR'S CERTIFICATE 1, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. DATE: BRENT BIGGS COLORADO P.L.S. No. 27598 FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. i PAR TOPO r PARCEL A R OF LOT 1 B LOCK 7, VILL VAIL FI TOWN OF VAIL, EAGLE COUNTY, r I L FOUND No. 5 REBAR WITH 2Y" ALUMINUM CAP STAMPED AP -2