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HomeMy WebLinkAboutDRB16-0224_SURVEY_1478902831.pdf 0 0a 41"0. 4. I *n o 170 DRB APPROVED 7/6/2016 12:00:00 AM NOTES: 1) DATE OF SURVEY: 5/17/2016 INDICATES EVERGREEN TREE WITH APPROX. 1.5' TRUNK DIAMETER SURVEYOR'S CERTIFICATE 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, I, Mason L. Torry, a Professional Land Surveyor registered under the laws of RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER the State of Colorado, do hereby certify that this topographic survey was FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS INDICATES EVERGREEN TREE WITH APPROX. 1.0' TRUNK DIAMETER /741"AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY -r L ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE " -- THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN Mason Trac L• 7; O HEREON. Color( do F 382 'si 4) BASIS OF ELEVATION: SEWER MH 39-2, INVERT EL = 8241.44. �`lr INDICATES DECIUOUS TREE WITH APPROX. 1.0' TRUNK DIAMETER a9.s+ *a9,3 O 38233 0; (NORTHWEST OF LOT 2). llt 49.8 ;\CURB & GUTTER iv Date ONO __JQs I 5) BASIS OF PROPERTY LINE LOCATION: SOUTH CRN LOT 3 & SOUTH CRN LOT 2. EDGE PAVERS a/ /( O 5,• INDICATES EVERGREEN TREE WITH APPROX. 0.7' TRUNK DIAMETER \ - : :\ N�qL LANAI 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE X98 9.1 '��� AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD so,l BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND A=16'34'44" SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. - INDICATES DECIDUOUS TREE WITH APPROX. 0.5' TRUNK DIAMETER \\ + 50.4 R=125.00' 7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN ,/ FND PIN & ALUM. CAP .. L=36.17' A OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL LS #26598 \ T=18.21' �. SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. INDICATES EVERGREEN TREE WITH APPROX. 0.5' TRUNK DIAMETER C LEN=36.04, .9 _A...-..... 01it17040..-____ \ 49.5 • 8) A PORTION OF THIS LOT FALLS WITHIN A HIGH HAZARD DEBRIS AVALANCHE OS. a' BR 52'34'53" W 41 ZONE AND A MEDIUM SEVERITY ROCKFALL ZONE AND POSSIBLE AVALANCHE �F INDICATES EVERGREEN TREE WITH APPROX. 0.2' TRUNK DIAMETER o �N3 / INFLUENCE ZONE ACCORDING TO OFFICIAL DEBRIS FLOW HAZARD MAP OF TOWN `SO �a 0' 10' 20' 30' OF VAIL, COLORADO AS ADAPTED BY COUNCIL ON OCTOBER 17, 2000 IN ,9 _ _ - ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000. (SEE DRAWING). !� . ` + 49.0 9) POSTED ADDRESS: 1250 VAIL VALLEY DRIVE. `r A. 49.3 ,P INDICATES VERY APPROXIMATE LOCATION OF HIGH HAZARD DEBRIS AVALANCHE LINE © • \ dJ PHONE PED TV PED - 48.7\ Q INDICATES VERY APPROXIMATE LOCATION OF MEDIUM SEVERITY ROCKFALL ZONE LINE ...,...1 , „, -•_ w, ,,: : y o 11 'k 48.7 - INDICATES VERY APPROXIMATE LOCATION OF POSSIBLE AVALANCHE INFLUENCE ZONE LINEig/y)11„N .y a /PO/ \ + 53.5 I eli47 rf _1� 49.0 '°. �a l� 4i \ f _ Nt48 5 *47VA � � SEWER MH pd / �� m \ MEAS RIM EL=8248.4' �� MEAS INV EL=8238.0' CE s;;;41:411,17:71.7v�'> r1- a A=33'25'10" � ., T ��' ° 1k.i :� �' �N + 49.0 48.4 R=125.00' _Af/ `� . , C lff ► L=72.91 i � T=37.52 1 + 53.8 ti48.6' , C LEN=71.88' 6.8 \ .�` + 52.3 52.9 ni,,,,,,,....\ ♦ 481 BRG=S 27'34'56" W U„c- IX ♦ + 49.0 PART OF LOT 3 `' • ` 0.1670 AC. 52.7 V° 1* + 54.2 FLAGSTONE •\\ � °_`CURB dc GUTTER 52.4 CONC. PAD \% �f� F47.8 b. + s2.9 47.6° PART OF LOT 3 1c' F, iAip/ 53.4 n + 53.1 + 48,9 + 487 \ �� + 54,3 �. - Dc� 53,6 / \\ + 48,8 \ 47,6 Q-90'00 00 + 54.4 ENTRY s+6/ L- 8260.1'\ O '7.‘.' --'----- ® EL= 8252.3' �R DECK \ _ t UL�OPTURE + 48.7 R=15.00' �` �' s2.9 \\ ,:.\161,.//06.A. SIGN . 47,9 L=23.56 ' / 1� s3.7 \N ---4,--- o\\�; l NA rs + 49,0 C LEN 21.21' 1� + 52,8 = N 1052'31„ \ BRG=N 55'52'31" E �� 55.5 N. 41,114-113,41,3102-1437 ���i °� �1 ��ooi mll15.00 c , iik iil Oev p' 1�^ �®�� = � + 48.8 J RR11�gC.� "ane Ak 76.5 ` ` ' 52.4 �i� � . , 25 ® 8 + 54.7 + 4.9 7S +� O DITCH-I\ q, til ��\�j ���1�® 82J�Q s2.3 \ �I ' gyp► • SII �N N >4N � l4/0. �� '..\\,P,.. .....„�� SIGN 0411 I44.0 1 llr ��. �� ENTRY x o 58,6 .ANY.. 55.5 ♦ EL= 8252.4' \" �- 9� Alt o,-4. + •�\ •.♦ s8.6 DEC �� I11 I ROCK WALL ly °` �\ ♦• 4 ` •�� • �� S. ����o� 52.4 ;3 5 �� BENCH r 49,1 ♦ r1,' 8' GAS MARKER ••♦ ••• + s2,- �` lin FLAGSTONE 1 .ate - _ WALK ��r p� \\ �♦ �N 2� ____,..........-..11:\ 4S �ISIGN 76,6 1 ���0 s9.7 9s. PEAK \•• , �F ' `st or ...-a,_� IO'lltt�,a Vi 52.5rlIFI® P. \ + 59.2 EL= 8283.2' ` � v^ 1� ` PEAK \\ :40 59.9 EL= 8286.8' 80 A „etVip V �. I EDGE OF ASPHALT 3 WOOD RET /�� oros- WALL (TYP) + 59.6 *Ate!e Op ROAD 6 re \\ _ b\ 59,8 3 STORY STUCCO/WOOD SIDED o p .1.7 1j l� � O retilliiittlfi .m. .,q)' /ROCK VENEER RESIDENCE 3IN J \ ` i ° ee ° a TV PED 7. ti ° ° ►" ‘ 0 \ IA 51,9 ° rtS CV \ \ O� 60,2 GARAGE SLAB �° ° o ° ° P l'91•' 1 44'-4444"14. 441Pfliel \ _1 * EL= 8252.2' ° ° cb I raleim% � 701, \� O 6, p L. 51,1 51.1 IN p \* 7.: ` GAS METE' A ° ° ° ° ° ° Z \ \ \ 23R ENTRY �� 52.2 ° ° ° o ° a ° n o _ a 50.4 Viri ''1 \ ` LOT 4 + 60,2 EL= 8261.4' ti ° o ° �° ° oI re fid \ �y, ^g• 2 52,2 0 o ° o ° + 11.7 �� - \ II` 0.2710 AC. ` 2 R � ° ° 2 & ° L ° CONC. ° b I \\► CP \ + 65.0 Ak qo °L ° a o DRIVE, ° ° ° - SCP \ DECK o ° ° ° ° l001W O \ 60.5 EL= 8261.1' ss,l X52.1 ° °o I \ x 1.5' ° o AIN 4 TRACT F _ - DECK + 5 9.3 Me / ' \ 44.414t, _ o tzt:is La \ + 60,3 �\ EL= 8261.1' + 59.4 °. p p °: L ° 111k I O \76.3 �� 60.7 \ / \\ x / Ni `�� ROCK WALL ° �, 51,0 1� asw P Q 1 %\ / \ STAI-S WALK �1 LI a ° p JW <J / FLAGSTONE °54.8�j kIAI ,� \ ` s + 60.4 60.7 60,8��� �:41 , ats�1,9 1::: ° I 'Cr O u; \ SPRINKLER I S + 60.s VALVE (TYP) �' V.m 131'07'29" (5). \ % o L° I 73.00' O_,. \ + 61.3\.% •, �° =,„� \ 180.22 I71111W-1\ 1� ` e VIII S 00'16'40" W t 76,4 FND PIN & ORANGE PLASTIC // + 90.0 FND. #3 REBAR FND. #5 REBAR e I _ 1 ��II CAP LS #2183 ' // FND. PIN & YELLOW PLASTIC �,�■i CMP 'Cr / CAP LS #2568 1 + 67,2 r��� 8260 + 58.8 / 50.3 / 11 I!! .____ 1 I 52.2 1 + 69.4 - I UNPLATTED 11\ I DITCH 51. 1 76.4 + 65.6 DITCH + 62.5 TOPOGRAPHIC SURVEY LOT 4 & PART OF LOT 3, BLOCK 8 VAIL VILLAGE, SEVENTH FILING ...=======-=== ===A F F TOWN OF VAIL EAGLE COUNTY, COLORADO 41199 HIGHWAY 6 & 24, EAGLE-VAIL P.O. BOX 1230 679T0P0.DWG DATE: 5/4/16 EDWARDS, CO. 81632 (970)949-1406 DRN. BY: M. POST PAGE: 1 OF 1 JOB No. 679