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HomeMy WebLinkAbout1008LOT 42 NOTES 1. Basis of Bearings is a line bearing S62'54'37 °W on the north property line of Lat 37A between a #5 rebar with 1.5° aluminum cap stamped P.E_ & P.L.S. 26626 and a #5 rebar with 1.25" plastic cap stamped P.E. & P.L.S. 26626. 2. Date of Survey. June 2015. 3. Title research was performed by Stewart Title under Order Number 01330 -54032 with an effective date of January 27, 2015 for Lot 37A and Order Number 01330 -62616 with an effective date of June 5, 2015 for Lot 37B. 4. The units of lineal measurement are U.S. Survey Feet. 1 =XF21 q o Lot 37A, A Resubdivision of Lot 37, Block 2, Amendment No. 4, Benchmark at Beaver Creek, according to the plat recorded November 24, 2009 as Reception No. 200825035, County af. Eagle, State of-Colorado. Lot 37B, A Resubdivision of Lot 37, Block 2, Amendment No. 4, Benchmark at Beaver Creek, according to the plat recorded November 24, 2009 as Reception No. 200825035, County of Eagle, State of Colorado. 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 darts of certification shown hereon. 10' UALITY & DRAINAGE EASEMENT IMPROVEMENT SURVEY PLAT LOT 37A AND LOT 37B A RESUBDIVISION OF LOT 37, BLOCK 2 BENCHMARK AT BEAVER CREEK, AMENDMENT NO. 4 TOWN OF AVON EAGLE COUNTY, COLORADO LOT 3s Zs' unIlTY & �nninniac EA,SECi /ENT LOT 38 0 10 20 Feet SCALE 11NCH = 1Q FEET I f C /, Duane Fehringer, a duly registered /and surveyor in the State of Colorado, do hereby certify that the survey shown hereon was prepared for Todd Roehr, and was done by me or under my direct supervision and the pins found as shown hereon are accurate to the best of my know /edge -arrd belief D. N se r► 2552, 5'T`:fi v J y O r /d W O LEGEND PROPERTY LINE County: Eagle Plat Index No. /(20 Section 12, T.5S., R82W. 6th P.M. Plat by: Duane D. F,�ehringer PE & PLS No. 26626 Deposit this �ay of V47 r 2015, at , —, in Book of the County Surveyors Land Survey /Rights –of –way records at Page Reception No. 1z 0 011111111111 49Z r. 37o m 11 Z N Uj Uj Q 0 0 Z 0 N N00 �o ao o � i�o r3 O yzz 0 O o W M ti O � wax N �i � a .r � C4 0 v '^ 10 ADJOINING PROPERTY LINE — EDGE OF PAVEMENT EASEMENT LINE O ROCK WALL WV A WATER VALVE LIGHT POST. s �Oo WATER SHUT –OFF IWYI FIRE HYDRANT © GAS METER EE ELECTRIC TRANSFORMER ® CABLE TV PEDESTAL ❑D TELEPHONE PEDESTAL ICV O IRRIGATION CONTROL VALVE 0 FOUND #5. REBAR WITH 1.25" PLASTIC CAP STAMPED P.E. & P.L.S. 26626 d FOUND #5. REBAR WITH 1.5" ALUMINUM CAP O STAMPED P.E. & P.L.S. 26626 ® SET #5 REBAR WITH 1.25" PLASTIC CAP STAMPED P.E. & P.L.S. 26626 228A STREET ADDRESS County: Eagle Plat Index No. /(20 Section 12, T.5S., R82W. 6th P.M. Plat by: Duane D. F,�ehringer PE & PLS No. 26626 Deposit this �ay of V47 r 2015, at , —, in Book of the County Surveyors Land Survey /Rights –of –way records at Page Reception No. 1z 0 011111111111 49Z r. 37o m 11 Z N Uj Uj Q 0 0 Z 0 N N00 �o ao o � i�o r3 O yzz 0 O o W M ti O � wax N �i � a .r � C4 0 v '^ 10 T . 0 0 0 ° O T� = C C C van�os dt �0 °y S ° ° c o c'o., C °r ai�ocE 55- :O;0; :0: O , O € N = ° LL. ° ° w O = W ED ° ct O c 2 Ot 3 ow W We= =Em = ° � N C•; O O E'o°c o''0) o —0 ° o ,v ctc`�- _ o Oanal E °— ay. >>u° 0 00 Too 0 0 °nY we - m ® 3 Ei=oo,vo -0 n+' ao Z vo O c = ® o OL TOE w 3 L 0 = p 7 r_ 0 F.=o Ow..o � U O Q Z O Q Z a 04 J O Y Z c) LLJ W OJ Q H M Z Y � D r- Lij M U W J Z w a w LLI PO m O > V) Q a ° O Y O it 2 O U � Z W M DESIGNED BY. DRAWN BY: SPF CHECKED BY: DDF DATE ISSUED: 6 -23 -15 15. 0049 SHEET Na. 1 OF 1