HomeMy WebLinkAboutB14-0307 Framing ILC.pdf T.O.W. = 8298.4 GENERAL NOTES: IMPROVEMENT LOCATION CERTIFICATE
BUILDING DETAIL 1. PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE" ELEVATION = 8287.82 10. LOT 1 IS SUBJECT TO THE RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED
(NAND 88). ELEVATION TRANSLATED TO LOCAL BENCHMARK SEWER MANHOLE FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR FOR CRAIG AND SHARON COHN
SCALE: 1"=10' MH400, RIM ELEVATION = 8309.0 INVERT (NE) = 8302.7 INVERT (SW) 8302.3 RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL
= THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS
SEE DRAWING . ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL
$ 6� ppm ( ) ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE
01)`1 1 OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IMPROVEMENT LINES.
2. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE IS PERMITTED BY APPLICABLE LAW, AS CONTAINED IN INSTRUMENT RECORDED JUNE
IPJ 08, 1990, IN BOOK 531 AT PAGE 89.
INDICATED IN PARENTHESIS (XX.X'). I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON
F
T.O.W. = 8294.4 FO0F o. �\ 3. LOT 1 IS SUBJECT TO THE RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A THIS DATE, 04/13/15, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE
r'� d' a 11. LOT 1 IS SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS
�' cP. FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR
V. > p RESERVATIONS AND NOTES ON THE PLAT OF ELK MEADOWS SUBDIVISION RECORDED UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES,
.op RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL JUNE 8, 1990 IN BOOK 531 AT PAGE 90. EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY
T.O.W. = TOP OF FOUNDATION WALL ELEVATION �' ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL
15' c\ ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.
�, T.O.W. = 8294.8 \ OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR 12. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE
RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF
z� RECORD. RECORD DOCUMENTS UTILIZED IN THIS FIRST AMENDED FINAL PLAT WERE
RECORDED SEPTEMBER 20, 1972, IN BOOK 225 AT PAGE 443 AND AS AMENDED IN
•p PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VB50038530, DATED
AMENDEDNT IN INSTRUMENT SD EPTEMBER 29, 1972,RECORDED JANUARY 1N 22811974OOK ?IN BOOKPAGE
233565 AND AT PAGERS
53 APRIL 28, 2014 AT 5:00 P.M.. .07()REE,•._
, AND AS AMENDED IN DOCUMENT RECORDED JULY 1, 1983, IN BOOK 362 AT PAGE ��t�F` s'7
804. 13. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION 9/ F
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST G'
' 2-STORY SINGLE FAMILY RESIDENCE DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY C
• 0 (UNDER CONSTRUCTION) 4. LOT 1 MAY BE SUBJECT TO THE EASEMENT AND RIGHT OF WAY AS GRANTED TO DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE
,• ' 5$• HOLY CROSS ELECTRIC ASSOCIATION, INC., IN INSTRUMENT RECORDED AUGUST 24, OF CERTIFICATION SHOWN HEREON. DATE: 27598
OLOWER LEVEL F.F. = 8289.5 1967 IN BOOK 211 AT PAGE 103. o
0 UPPER LEVEL F.F. = 8299.5 / BRENT BIGGS 04/1,/2491.4c�,
F 0 5. LOT 1 MAY BE SUBJECT TO THE AGREEMENT BETWEEN TAYVEL ENVIRONMENTAL COLORADO P.L.S. No. 27598 _f
cp \\ �5 LAND COMPANY AND MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY FOR & ON BEHALF OF PEAK LANttii vN QLTAN 5 ,`.
o' d', PROVIDING FOR TELEPHONE INSTALLATION AND SERVICE THROUGHOUT LION'S RIDGE .�jitri:0-
T.O.W. = 8291.4 �� o / ' SUBDIVISION, FILING NO. 2, RECORDED SEPTEMBER 27, 1973 IN BOOK 231 AT PAGE
`L 291.
�-A>. / 6. LOT 1 IS SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS,
p �` RESERVATIONS AND NOTES ON THE PLAT OF LIONS RIDGE SUBDIVISION, FILING NO.
/ 2 RECORDED SEPTEMBER 20, 1972 UNDER RECEPTION NO. 121219.
7. LOT 1 IS SUBJECT TO THE TERMS, PROVISIONS AND CONDITIONS CONTAINED IN /
/30 / PLANNED UNIT DEVELOPMENT PLAN AND DECLARATION OF PROTECTIVE COVENANTS
p� / RECORDED MARCH 27, 1980 IN BOOK 300 AT PAGE 758 AND RERECORDED APRIL FOUND No. 5 REBAR
10, 1980 IN BOOK 301 AT PAGE 415. WITH 1Y2" ALUMINUM CAP
-7( / 8. LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF SUBDIVISION N49°45'56"E L.S. No. 16827
% / ' • IMPROVEMENTS AGREEMENT RECORDED JUNE 07, 1990 IN BOOK 530 AT PAGE 967.
cP0 - 9. LOT 1 MAY BE SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF HOLY 50'77' S03°52'59"E - 91 .61 '
LOT 5 CROSS ELECTRIC ASSOCIATION, INC. UNDERGROUND RIGHT OF WAY EASEMENT
RECORDED AUGUST 08, 1991 IN BOOK 559 AT PAGE 506.
0.1406 ACRES /
1632 BUFFEHR CREEK DRIVE N62°57'01 "E - 121 .50'
0 ,�
T.O.W. = 8288.7 2j
SET No. 5 REBAR
WITH 1Y2" ALUMINUM CAP
L.S. No. 27598 r
UTILITY EASEMENT
<5O �J rrnn
S07'28'34"W-45.97' (TIE) m z / FOUND No. 5 REBAR
6, (RECEPTION No. 201408323) / �� I ° o FOUND No. 5 REBAR
X51 -� WITH 1Y2" ALUMINUM CAP
(HATCHED AREA) / S6`L / I z 0 -WITH 1Y2" ALUMINUM CAP L.S. No. 16827
/ D L.S. No. 16827 Q�
A
o > / moo,
o
/ Nm
16,L 86 / I › ,,.,:p-,im ,
NCD °g��/ 0 I rn ti5� °1�,1 / PART TRc1°D LIONS F RRIDGE CEL A
/ / p I 6 ,°j SUBDIVISION FILING No. 2
6��
x3.
(RECEPTION No. 121219)
LOT 2 111
0.0891 ACRES �0`.. 5� NO3'52'59"W ANN O�.
c / 1626 BUFFEHR CREEK DRIVE 11.08' �\
/ / Z (SEE BUILDING DETAIL) 1 $1 /I:7: �:
S88'30'37"E-19.12' (TIE) °'-1sr e; ,1
�� -.g9 < 5g
/ `a e-, cR g6 ,p� > S61
/ FOUND No. 5 REBAR sr O *. \A69- S ��
WITH 1) ALUMINUM CAP iacf+` rE `�S,
/ L.S. No. 16827 �,• N6252�i 'o 66-5- srN,k ��.
• LOT 3 �Z ,2$•E F
CURVE TABLE N58'49'38"E-18.21' (TIE) "� 0.0775 ACRES o /69g)E;
`�50� `' N6Z�9 ��0
Za 1626 BUFFEHR CREEK DRIVEo �g2 � S28'00'13"E 'p
CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING (SEE BUILDING DETAIL) 562 ���I# 50.00' LOT 1 '-
C1 12'12'32" 1128.71' 240.51' 120.71' 240.06' N55'52'12"E Ja O. • ••�♦� 0.0951 ACRES g
C5 8'33'37" 308.96' 46.16' 23.12' 46.12' N67'13'50"E O 0 ,655 ii
1624 BUFFEHR CREEK DRIVE ��OC6 13'06'07" 201.91' 46.17' 23.19' 46.07' S84'51'52"E I
°) $p� a. (SEE BUILDING DETAIL) iC7 16'29'28" 368.50' 106.06' 53.40' 105.70' N79'23'32"E g� • ��, ` \ N28°00'13" ♦,♦�♦� -1 °4
C8 90'00'00" 25.00' 39.27' 25.00' 35.36' S17'39'28"W '�j� �� '`Zai F 52• 50.00' ♦♦ ate- ,�O'`
C9 90'00'00" 25.00' 39.27' 25.00' 35.36' N72'20'32"WI g•� ,`�P 6\49,4>
as ` �O ��1�� Cg •���� "'a, ��O /
C10 25'11'38" 392.50' 172.59' 87.71' 171.20' N83'43'33"E Llg G��0� N LOT 4 �� �g6 /'I'�,\„y/
\ �����,
C11 6'38'46" 242.47' 28.13' 14.08' 28.11' S80'32'13"E �.c.0 d O Za 0.0929 ACRES �'' / 51'
2 • /Za \ �� p
LINE TABLE QC tea. /'2 �� 62 (.•
56g° 2 /
LINE LENGTH BEARING bb. �`c)_ 3�o� 569q� �'1ka S � 661'59'47"w-15.00'
SET No. 5 REBAR
�c \0 XCEL ENERGY EASEMENT 1� WITH 1Y2" ALUMINUM CAP
L10 34.81' N72'25'03"E TRACT 2 \ 1g9 (RECEPTION No. 201408323) \ \ / 0O L.S. No. 27598
L11 24.00' N27'20'32"W 0.3078 ACRES '2$ sr� Gy 0 62 (CROSS HATCHED AREA) 0
L12 36.00' S62'39'28"W (PRIVATE DRIVE AND DRAINAGE) l� �1 \p3• \ \�j, UTILITY EASEMENT
L13 27.92' S27'20'32"E 1�� a' /� F� ,th�'25pw� \ XRs9 (ELDORADO ENGINEERING CO. SURVEY /
L14 26.00' S62'43'36"W .. - 0 \� DATED JUNE 13, 1973) ,$
\\'"' , \ /(RECEPTION
AS SHOWN ON ELK MEADOWS SUBDIVISION PLAT / O
i
d
L15 27.89' N27'20'32"W FOUND No. 5 REBAR N55'20'40"E C7 I� SXR \''''\�9 No. 427248) '0
L16 35.62' N72'25'03"E -
WITH 1Y2" ALUMINUM CAP 13.35' (TIE) C6 TRACT 1 S\ \ / •0
L.S. No. 12566 1' ��-.\ 0
2.00 , 'I 2.8159 ACRES F / ��
'152 (PROJECT BENCHMARK) (OPEN SPACE AND DRAINAGE EASEMENT) ��q /
d 6�L�51� ./ RIM ELEVATION LE MH 400 8309.0 (RECEPTION No. 427248) �� \ / /
N65'53'23"E Nir INVERT (NE) = 8302.7 \ \ /22.56' (TIE) � C11INVERT (SW) = 8302.3 \SET No. 5 REBAR
/ \ WITH 1Y2" ALUMINUM CAP
ao.
----- 20 ,?> L.S. No. 27598
was -----
<<%
11 \ UTILITY EASEMENT / P EMEN219 - -
SEWER EASEMENT 125 sr� �$ (RECEPTION No. 201408323) / \�\\ F.-I"' •
12 O QD
(BOOK 344 AT PAGE 309) LOT 5 0� ��6�' (HATCHED AREA) `,,1
(CROSS HATCHED AREA) 0.1406 ACRES 58 / < E 0 '' V`� G
o•
1632 BUFFEHR CREEK DRIVE / Sb /'j / / GJ �O �g,NC\S' 031
1N9-5)
(SEE FOUNDATION DETAIL 5 Q°
SET No. 5 REBAR RAS / ------
\ 205 52 56 V 1 n4- Svgp\ N° 1$
WITH 1Y2" ALUMINUM CAP / �+ 5 R\ EP ON
L.S. No. 27598 4
••� 2$ro �� FOUND No. 5 REBAR ,i,
....---
0' / \,\Ole\ `R GRAPHIC SCALE
.,i 953.�A ,16 -,E, WITH 1Y2 ALUMINUM CAP Lfi / 30 0 15 30 60
.�♦�♦�♦ N 6 2°57'01"E .0g�� 1a•� • 1 Q n.FJ 4. L.S. No. 15710 ..../
/
-44 2.23' N6 .g1 $1 3$
-1110
����� 56ti •A.7 -,,, W LOT 1 c9
( IN FEET )
!;- � •
S,6 LIA ZNIEMER SUBDIVISION '�
4, (RECEPTION No. 457336) O+ 1 inch = 30 ft.
/N74°40'00"E-22.88' *'` "" FOUND No. 5 REBAR
�•�
WITH 1Yz ALUMINUM CAP
IMPROVEMENT LOCATION CERTIFICATE i'E
..
•N 11 °59'06"W LOT 5, ELK MEADOWS SUBDIVISION,
di
•, SET No. 5 REBAR
65.01 ' 26, 4201\i'---------WITH 1X" ALUMINUM CAP FIRST AMENDMENT TO LOTS 1 THRU 3,
C L.S. No. 27598
Si L o0 TRACT 1 AND TRACT 2
SET No. 5 REBAR
WITH 1h" ALUMINUM CAP 3 EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC.
L.S. No. 27598
DRAWN: JF CHECKED BY: BB PH:(970)476-8644 FAX:(970)476-8616
SHEET 1 of 1 1000 LION'S RIDGE LOOP, SUITE 1D
DATE: 11/21/14 PLC JOB#: 1858 VAIL, CO 81657