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1047M W BENCHMARK SEWER MANHOLE RIM = 7591.8' INVERT = 7579.7' N SCALE: 1"= 10' Of 5' 10' 20' SEVEN EAGLES O© 0 N Pp,RcE Z I D 317 ZD LOT 50A 0285A 30 47 . X66 •�4 00,;V ,; STO4�F cR�_Fk Dk ,,<cr ,QO .D` CV 2 Aso. Eagle County, CO Teak J Simonton Pgs: 1 REC: $0.00 DOC: $0.00 201609764 06/27/2016 04:44:52 PM NOTES DATE OF SURVEY: OCTOBER 16, 2015 1 FOOT CONTOUR INTERVAL BASIS OF BEARINGS: N06'5629 "W FOR A LINE FROM THE SE CORNER FOR LOT 50B TO THE NORTHERLY CORNER FOR LOT 50A, MONUMENTED AS SHOWN AND AS INDICATED BY " * ". BASIS OF ELEVATION: THE ELEVATION OF 7579.7' FOR THE INVERT OF THE SHOWN SEWER MANHOLE. THIS ELEVATION IS SHOWN ON A TOPOGRAPHIC MAP PREPARED BY INTER— MOUNTAIN ENGINEERING, DATED DEC. 22, 2014, REFERENCE DATUM IS NAVD 88. 100 YEAR FLOODPLAIN: THE 100 YEAR FLOODPLAIN IS AS SHOWN ON A TOPOGRAPHIC MAP PREPARED BY INTER— MOUNTAIN ENGINEERING, DATED DEC. 22, 2014, REFERENCE DATUM IS NAVD 88. DEED AND RECORD i INFORMATION: THE LOT LINES ARE AS SHOWN ON THE RECORDED PLAT "A RESUBDIVISION 1 DRAINAGE EASEMENT OF LOT 50, BLOCK 1, EAGLE —VAIL SUBDIVISION FILING NO. 1" RECORDED I 075 REC. # SEPTEMBER 9, 2015 AS RECEPTION NUMBERS 201518323 AND 201518322. FOUND 1 35.00' ALUMINUM CAP STARBUCK SURVEYORS DID NOT PERFORM A TITLE SEARCH FOR I 'k sTARR BUCK THIS PARCEL. A TITLE POLICY WAS NOT AVAILABLE. THERE MAY I PLS 30084 BE EASEMENTS OR RIGHTS OF WAY THAT ARE NOT SHOWN. i 1 EASEMENT NOTE: THERE ARE 7.5' WIDE UTILITY AND DRAINAGE EASEMENTS ALONG THE SIDE LOT I LINES FOR LOTS 50A AND 508. THERE IS AN EASEMENT FOR STONE CREEK ALONG 1 THE EASTERLY SIDE LOT LINES FOR LOTS 50A AND 50B. THESE ARE NOT SHOWN 1 ON THIS MAP TO AVOID CONFUSION WITH THE CONTOUR LINES. 1 i 1 1 1 1 1 I SURVEYOR'S CERTIFICATE I I 1, RICHARD E. BORDEN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, AND THAT 1 LOT 38 ALL THE INFORMATION HEREON IS TRUE AND ACCURATELY SHOWN TO THE BEST I UNDISTURBED GROUND OF MY KNOWLEDGE, INFORMATION AND BELIEF. i I DATE: MAY 17, 2016 RICHARD E. BORDEN P.L.S. 30084 I 0 1 ��� ,aae999erewenreArp 1 � I 0 > �^ t • ••• !r ®� 1 to c •• �•p• `�� �3 144 1 (off O 0') SOON i ccJ 1 j,• rn�1 i la ►m M I v; ��% �! Ito 1 ' � m 1 \ N 0 0 1 O O X01 D r � ELEVATED 1� DECK EL = 94.7' Co LOT 39B SUPPORT �r POST , �� C 5.5' DIA. �O a) EL= 91.9' v VL ASPEN 1 EL= 91.9' 1 EL 1 N68'46'00 "E= 91.9'` i 7 78' 1 S66 °1 9'50 "E — ► 11.08' ^o Ko ►r 0 + EL= 91.9' ASPEN 'r EL =920' I v, 1 1 EL= 92.0' 1 I EL =92.0' I 0 1 0 i EXTERIOR OF EL =93.5' — DWELLING (CONCRETE EL =92.1' I FOUNDATION) 1 * EL= 93.3' z 'PAWE-L Z�d31'j�OBa`%Qa LOT 50B ' SPEN o i 0285B Q, �� W AD EASEMENT I VACATION I EL= 93.3' REC. #200900505 FINISH ' rn I GROUND a _ I TYPICAL ' 1 Co 8� 01 I / N66, LO �86$�m R£ S8. Y 36��S�R ` \� RO�N4 ReFO t LINE DIRECTION DISTANCE L 1 N06'56'29 "W 21.39' L 2 S66'1 3'05 "E 7.48' L 3 N23'49'55 "E 12.48' L 4 N01'20 48 "W 27.70' L 5 N122948 "W 11.73 L 6 N07'53'04 "W 17.01' L 7 N35'54'00 "W 12.77 L 8 N19'39'53 "W 17.63' L 9 N1 2'53'43 "W 4.05' L 10 N66'1 4'00 "W 4.20' qSp�� hq� r cn rn J N tNO pp oc'10 r03i v 4 0 6 PARCEL B LOT 49 FOUND ALUMINUM CAP & REBAR STARBUCK PLS 30084 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. The unit of measure is the U.S. Survey Foot. Starbuck Surveyors P.O. Box 1584 • 0031 Eagle Park East Drive, Eagle, CO 81631 • (970)328 -7208 TOPOGRAPHIC MAP LOTS 50A & 50B, BLOCK 1, EAGLE— VAIL SUBDIVISION FILING NO. 1 EAGLE COUNTY, COLORADO DRN. RB C: R214 21423.DWG P21423 SHEET 1 OF 1 JOB NO. 21423