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1049a IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY UNITS 1 AND 2 EAGLE CREST CONDOMINIUMS LOT 39, BLOCK 6, LAKE CREEK MEADOWS SUBDIVISION COUNTY OF EAGLE, STATE OF COLORADO S67-18108 "E 1706- 111� LEGEND Sy W W WATER SERVICE LINE \ ury ury UNDERGROUND CATV LINE ur UT UNDERGROUND TELEPHONE LINE 5W 213.00' q ��` GAS GAS GAS LINE N14•QQ'OQ c uE UE UNDERGROUND ELECTRIC LINE w w w w ► � tJ ' \ : F4_ v BOULDER WALL LOT 38 Ow w w w w w w w w v� \ \ •�� ❑T TELEPHONE PEDESTAL J wv D4 WATER VALVE w w w w w a w w w w/ In w w O ' .•FIRE HYDRANT w w w w,� w w w w w w w w w w w w w w w w w w y v e1 w. 6? CAN PEDESTAL w w w w w w w w w w w w w y GARAGE / CLEAN —OUT w w w w w w w w w w w w w w w FF= 7514.38 1� DECIDUOUS TREE CONIFEROUS TREE r w w w w w w w w w w w w w w w w w 0 FOUND 40' WITNESS CORNER w ► w w w w w w w w w w` w w w wg`f, w w) ppOr� rl y� �R \ #5 REBAR WITH 1.5" ALUMINUM CAP w w w�•� w w w w w w w POND w pp�p0 uE E STAMPED L.S. 14109 + o w w w w w w w w w w w p� -� c� �, \ : 6P \ (BEARS N62'56'11 "E 1.07' FROM PLATTED) " w w w w w " w " w w w w w w w /J O w w w w w w w w w w w w w 'oa•- ,a ef0 �iI \ SET #5 REBAR WITH 15" ALUMINUM CAP STAMPED L S 37934 w w w w w w w w w w w w w w w / 75fO FOUND #5 REBAR WITH 1.25" PLAS77C CAP STAMPED R /CHARDS ENGINEERING SW COR. SE114 SW114 SECTION 7 DECK g \ k�, 10• 'r- 1� w w w w w w w w w w w w - w w w w UNIT 2 - UN /T f \ w w w w w w w w w w w w w w w w w w w VALVE 3 STORY w w w w w w w w w w w w w w w w w w w w ASSEM& Y SEP� WOOD FRAME 3 STORY \ \ RESIDENCE NVOO FRAME, T \ LOW fF= 7507 83 ,p• RESIDENCE 1 w w w w w w w w w w w w w w w w w w w PAVERS w w w TW.% ey1' UNIT 1 6i LOT 39 / \ w w w w w w w w w w w w w w w w w w DECK GARAGE vE a fF= 7 ?,� 508.81 ,� (� / w w w w w w w w w w w w w w w w w w �57EEL 1.904 A CRES - �� ��/ vE POST +y \ i w w a w w w w w w w w - -•� w� w &1& w w w w w w w w w w � �_ � z .. t.• , co /— — _ _ � M w w w w GRAVEL w w w w w w w w w DECK ^p DRIVEWAY EDGE OF �ASPHAL T w w .t. w ww w w w- w � / � w w j • �� � •..— ��_ �� V w w w w �• w w w w w / / /-� w ,i.. �� at. � � �,p�g� �p :.\ w w w w w w a w w w \ — �� w w w w / /w / 100— YEAR \ EAST L, ee GREEK w \ FLOODPLAIN OZA w w w w w w w W w w w � "•+Y w �, w w w ?�� w! w w w s• w w w w W \ � w w \ � �r w w w E lZw N D w w w w � w�w 4. N074O'0 p„ \ \ w w w w w w w w w w w w w w w w .r BOUNDARY w w w w w w w w a w w / ' w w a w w w w w w w w w w w LIM /T OF TOPOGRAPH IC E 120 QC' \ \S \\ MAPPING DUE TO SWAMP w w w w w w w w w w w AND HEAVY VEGETA 77ON ..... .Y. \ .. Aft 00 LOT 9 \V w w w w w w .l• � w w 34 W w w i• w w w w r•� �w � w 5��.��" w w w� w� L w w w w w w �� O Wawa R E 'O EcEK p0 �� w w w w w w w w w w w w w w / w �z�'v w w w w w w w w w K w �• w w w w / st LP Iv� w w w w w w w w w w w w w w w w w� � �* w w w w w w .• w w� EP , � � . APPROX. EDGE OF WA TER r •+• w w w w w w w w w w w w�� �• � w w w w w w w �+� w w w w w w w �• w w w w i �� w / w w w w a w •,. . i a - i r w w w w � ss�- �w w w w a w w w / •r w w w w w w w � —. • - w w w w x.- w w w w w w w w w w w w w w w w w w. w w + ► w 0 20' 40' SCALE: 1" = 20' CONTOUR INTERVAL = 2 FEET 40' DRAINAGE w w w w w w w w w w w w v w w � w. -� �- '►' 251 93 � EASEMENT 51478,435E w w w w w w v w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w •a; w w w w w w w w w w w LOT 8 NOTED �• w w w .r w w - - w w w w w 1. The basis of bearings is a Tine between a found #5 rebar with 1.25" w w w plastic cop stamped Richard's Engineering and a found 16 rebar with w w County. Eagle Plat Index No. Section 18, T.5S., R.82W., 6th P.M. Plot by. John D. McMahan P.L.S. No. 26626 S017 Deposit this _�Pday of , 2016; at __M, in Book /of the ty Surveyrors' Land Survey /Rights —of —way records at Page /O aun Reception No. 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. 1__ 4 DJ =Kei ■IrIXp► Condominium Unit 1, Eagle Crest Condominiums, according to the Condominium Map recorded in Book 244 at Page 472 and the Amended Map recorded September 25, 1980 in Book 309 at Page 956 and the 2nd Amendment to the Final Plat recorded November 2, 1981 in Book 331 at Page 467 and as defined in the condominium declaration recorded December 16, 1975 in Book 243 at Page 710, and the amended condominium declaration recorded September 25, 1980 in Book 309 at Page 957, County of Eagle, State of Colorado. Condominium Unit 2, Eagle Crest Condominiums, according to the Condominium Map recorded in Book 244 at Page 472 and the Amended Map recorded September 25, 1980 in Book 309 at Page 956 and the 2nd Amendment to the Final Plat recorded November 2, 1981 in Book 331 at Page 467 and as defined in the condominium declaration recorded December 16, 1975 in Book 243 at Page 710, and the amended condominium dec /oration recorded September 25, 1980 in Book 309 at Page 957, County of Eagle, State of Colorado. 2.5 aluminum cap stamped L.S 23089 which bears N887800 havng a platted distance of 2665.62' and a measured distance of 2664.90' and additional found original monumentation within Block 6 of the Lake Creek Meadows Subdivision. 2. The basis of elevation is a found #5 rebar with 1.25" plastic cap stamped L.S. 26598 being a 20' witness corner to the northeast corner of Lot 39 having an elevation of 7492.33. J. Date of Survey. September 2016. 4. Land T7t /e Guarantee Company title commitment numbers V5004405J and V50044054 both having an effective date of May 4, 2016 were relied upon for a// title and easement information. 5. The units of lineal measurement are in U.S. Survey Feet. 6. The address is posted 26 West Lake Creek Road. 7 Inter— Mountain Engineering made no investigation or independent search for easements of record, encumbrances, restrictive covenants, ownership title evidence, or any other facts that on accurate and current title search may disclose. 8. The 100 —year f/oodplain shown hereon is based on FEMA Flood Insurance Rate Map Number 08037C0630D with on effective date of December 4, 2007 and the property is designated as in Zone A. 9. The wet /and boundaries shown hereon ore based on the preliminary wet /and map prepared by Western Ecological Resource, Inc. dated September 2016. Wet /and boundaries have not yet been reviewed & approved by the U.S. Army Corps of Engineers CERTRCAMN= I, John D. McMahan, a Colorado Professional Land Surveyor, with license number 37934, certify that the Land Survey Plot / am submitting to be deposited is in conformance with CRS 38 -50 -101 and 38 -51 -107. Company. On behalf of Inter— Mountain Engineering Mailing Address. P.O. Box 978, Avon, CO 81620 Email. info®inter— mtn.net _n0 R &.,,_ Phone. 970 - 949 -5072 _u ' 37934 ` I r UQO \• 1e ' 4= 69V5106" \� R", R= 120.69' Ch B= S7257'37 7W Ch L= 136.86' L=145.52' APPROX. \ EDGE OF WA TER \ ZTA \\ \\ I M�03 I / FOUND 15 REBAR Wl7H 1.25" PLAS77C CAP STAMPED L.S. 26598 20' WITNESS CORNER BASIS OF ELEVA 77ON S17F BENCHMARK = 7492.33 FOUND #6 REBAR WITH 2.5" ALUMINUM CAP STAMPED L.S. 23089 NE COR. W112 NE1 14 SEC77ON 18 C l C U a ...1\ Q rn � N C Q J I O O I r M z 0 Ln w af W H Q 0 O z zF F 5 "' � �W LU y c� W c� c Ca c0 i Now `xWW Q�N H `O W, 0 O• O roz pR1 p0 Oa P4 Aq 00 a T � C C O C oo'�000 o_ v o .• J. C m V.2 O CL U 0 U,`tl, w tl c c n c o 55 u � o c+ CEOr Vim+ U1Li' v� cc ° O C C aL+ L U O 0.r__ w + C C O O 0 * LJ OO 0), � 0 O- O V E O C t C •— ,0 v_ 7 �O 0 rte+ 0 •F 4) 0 ;P0 C C ° C E tl 0 U -,-- m ay -•wL C Q O N 0 tl ` 4 C C O O 5 7 a+ L 0-0-.5 M O 8-8.0-0 °amp E�' CL aT. j 7 O tl E o c O O r 0 TO O 0 m tl c m tl 3 EP 8_8 '0 &-a o O n 7 tl 7 N o C °• o o o Z c o c W F L 0 0 0L,1— 0 U Z U (n > m 0 Q Z Z) < U) af O U) OJ O 0 U O U Q LL. > LEI O La NN W w Q CA UwF- W U J W z W Ld a a LL, N 0 O O Z Y �- Q�F- r- O Z J ::) M O U _j M F- O DESIGNED BY: DRAWN BY: SPF CHECKED BY: JDM DATE ISSUED: 9 -7 -16 PROJECT NO. 16 -0083 SHEET NO. 1 OF 1