HomeMy WebLinkAboutCasolar Vail Topographic Survey To Determine Buildable Area and Allowable Density and GRFALEGEND �
® ELECTRIC MANHOLE ----- ------ -- -- ---- ------ EDGE OF ASPHALT
SEWER MANHOLE - - - - - - - EDGE OF CONCRETE
STORM MANHOLE DRAINAGE
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® TRANSFORMER -I 2v- � INDICATES AN EVERGREEN TREE WITH
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X`t STREET LIGHT
r0_3 UTILITY POLE
SIGN A--91'45'36"
BOULDER /WALL - R= 90.00'
L= 144.14'
T= 92.81'
GENERAL NOTES CH= 129.22'
1, DATE OF TOPOGRAPHY: JUNE 3, 2009. CB= N44'10'37 "E
2, PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE ". ELEVATION = 8287.82' (NAVD 88).
A THE SOLE PURPOSE OF THIS TOPOGRAPHIC MAP IS TO DETERMINE TNr7 OP AOV ci nP17
AND TO CALCULATE THE BUILDABLE AREA ACROSS THE ENTIRE SITE.
4, THE ORIGINAL PLAT OF CASOLAR VAIL RECORDED JUNE 19, 1978 IN BOOK 271 AT PAGE 215
ALONG WITH ALL SUBSEQUENT DEEDS SUBDIVIDING THE INDIVIDUAL LOTS DO NOT INCORPORATE THE
ENTIRE BUILDINGS INSIDE LOT LINES. THE EASEMENTS RECORDED AT RECEPTION NO.S 900617,
900618, AND 900619 APPEAR TO HAVE BEEN CREATED FROM FINAL PLAT OF CASOLAR VAIL NOT
THE DEED RECORDED FEBRUARY 4, 1992 IN BOOK 572 AT PAGE 074 FOR LOT 9A AND DEED
RECORDED JULY 31, 1985 IN BOOK 463 AT PAGE 760. THE EASEMENTS SHOWN ARE PER THE
LEGAL DESCRIPTIONS AS RECORDED. THE EASEMENTS RECORDED AT RECEPTION NO, 200611596
ARE SHOWN AS ARE SHOWN AS RECORDED, THERE IS NO BASIS OF BEARING GIVEN FOR THESE
EASEMENTS IN THE LEGAL DESCRIPTIONS, THEREFORE DESCRIPANCIES EXIST BETWEEN SURVEYS.
PEAK LAND CONSULTANTS, INC. RECOMMENDS AMENDING THE FINAL PLAT TO CORRECT ALL
ERRONEOUS LOT LINES, DEEDS, AND EASEMENTS,
5. CASOLAR VAIL IS ZONED RC (RESIDENTIAL CLUSTER):
BUILDING HEIGHT RESTRICTIONS: FOR A FLAT ROOF OR MANSARD ROOF, THE HEIGHT OF BUILDINGS
SHALL NOT EXCEED THIRTY FEET (30'), FOR A SLOPING ROOF, THE HEIGHT OF BUILDINGS SHALL
NOT EXCEED THIRTY THREE FEET (33'). (ORD. 37(1980) § 2).
DENSITY CONTROL: A). GROSS RESIDENTIAL FLOOR AREA: NOT MORE THAN THIRTY SIX (36)
SQUARE FEET OF GROSS RESIDENTIAL FLOOR AREA (GRFA) SHALL BE PERMITTED FOR EACH ONE
HUNDRED (100) SQUARE FEET OF BUILDABLE SITE AREA. TOTAL DENSITY SHALL NOT EXCEED SIX
(6) DWELLING UNITS PER ACRE OF BUILDABLE SITE AREA. A DWELLING UNIT IN A ULTIPLE- FAMILY
BUILDING MAY INCLUDE ONE ATTACHED ACCOMMODATION UNIT NO' LARGER THAN ONE -THIRD (1/3)
OF THE TOTAL FLOOR AREA OF THE DWELLING, 8). EXEMPTIONS: ALL PROJECTS THAT HAVE
RECEIVED FINAL DESIGN REVIEW BOARD APPROVAL AS OF DECEMBER 19, 1978, SHALL BE EXEMPT
FROM THE CHANGES IN THIS SECTION AS LONG AS THE PROJECT COMMENCES WITHIN ONE YEAR
FROM THE DATE OF FINAL APPROVAL. IF THE PROJECT IS TO BE DEVELOPED IN STAGES, EACH THE OVERLOOK AT VAIL
STAGE SHALL BE COMMENCED WITHIN ONE YEAR AFTER THE COMPLETION OF THE PREVIOUS STAGE. ) _
(ORD. 14(2004) 6 6: ORD, 31(2001) § 5: ORD. 16(1991) § 1: ORD. 19(1979) § 5: ORD. 50 (1978) PHASE
18 }.
SITE COVERAGE: SITE COVERAGE SHALL NOT EXCEED TWENTY FIVE PERCENT (257.) OF THE TOTAL
SITE AREA. (ORD. 17(1991) § 3: ORD. 24(1974) § 3�4j 'ORD. 8(1973) ` §'' 23;507).
LANDSCAPING AND SITE DEVELOPMENT: AT LEAST SIXTY PERCENT (607.) OF EACH SITE SHALL BE
LANDSCAPED. (ORD. 24(1974) § 3(B): ORD. 8(1973) § 23.509).
6. THE PROPERTY IS SUBJECT TO THE EASEMENT AND RIGHT OF WAY AS GRANTED TO HOLY CROSS
ELECTRIC ASSOCIATION, INC., IN INSTRUMENT RECORDED SEPTEMBER 27, 1978 IN BOOK 275 AT
PAGE 834. SAID EASEMENT IS 10 FEET IN WIDTH AND INSUFFICIENTLY DIMENSIONED TO SHOW
HEREON.
7. THE PROPERTY IS SUBJECT TO EASEMENT AND RIGHT OF WAY AS GRANTED TO STEWART H. BROWN
IN INSTRUMENT RECORDED JUNE 26, 1979 IN BOOK 287 AT PAGE 341.
8, THE PROPERTY IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF ENCROACHMENT
AGREEMENT RECORDED JUNE 30, 2003 AT RECEPTION NO. 838584,
9. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO
ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD. RECORD DOCUMENTS UTILIZED
IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY LAND 11TLE GUARANTEE COMPANY, ORDER N0,
V50007447.1, DATED MAY 22, 2009, AT 5:00 P.M..
10. 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.
A- =4'46'2$"
R= 1711.95'
L =142.66'
T- 71.37'
CH =142.62'
CB =S39*12'02"W
0
SLOPE ANALYSIS
INDICATES SLOPE 40% AND ABOVE (LIGHT SHADED)
LAND USE SUMMARY
PARCEL AREA AREA
SITE 142963,92 SQ, FT, 3.282 ACRES
LAND USE SUMMARY (OVER 40% SLOPE)
PARCEL AREA I AREA
SITE 37963,12 SQ. FT, 1 0.872 ACRES
LAND USE SUMMARY (BUILDABLE AREA)
FOUND No, 5 REBAR
WITH ALUMINUM CAP
L.S. No. 1511
--
..-
DELTA
RADIUS
LENGTH
TANGENT
,.!
CHORD BEARING
Cl
A -= 37 37 41
277,60'
16.62'
8.31'
16.62'
R=277.60
C2
2'13'14"
..:... nuri°°'
10.76'
L =182 31'
10.76'
S22`23'37 "W
2r Cr p
2`15'54"
T=9 4.58
10.97'
5.49'
10.97'
520'07'42 "W
CH= 179.05'
29'4243"
277.60'
143.95'
i °oF -�,�
CB=SO8'05'52 "W
SO4'08'23 "W
A - 36'16'00"
/0jv
50.00'
CENTERLINE OF WATER EASEMENT
8.19'
R= 488.02'
(6 ��
C6
(SEEEDETAIL ON SHEET52)
FOUND No. 5 REBAR
WITH ALUMINUM CAP
L- 308.90 '
/
0.0
153.31'
S61 *00'00"W
L.S. No. 1511
T =1 '59.82
Yj
53.86'
27.02'
SURVEYOR'S CERTIFICATE
1, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF
THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS
MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND
CORRECT TO THE BEST OF MY KNOWLEDGE.
DATE: ------------ - ------- -----
BRENT BIGGS
COLORADO P.L.S. No. 27598
FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC.
CH= 343,77'
CB= 554'56'48 "W
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
Cl
3'25'50"
277,60'
16.62'
8.31'
16.62'
525'10'55 "W
C2
2'13'14"
277.60'
10.76'
5.38'
10.76'
S22`23'37 "W
C3
2`15'54"
277,60'
10.97'
5.49'
10.97'
520'07'42 "W
C4
29'4243"
277.60'
143.95'
1 73.64'
142.35'
SO4'08'23 "W
C5
18'35'43"
50.00'
16,23'
8.19'
16.16'
S79'17'52 "W
C6
18'00'00"
490.00'
153.94'
77.61'
153.31'
S61 *00'00"W
C7
11'07'04"
277.59'
53.86'
27.02'
53,78'
S21'21'11 "W
CS
5'18'33"
277.56'
25.72
12,87'
25.71'
S24'1 5'27 "W
'roPOGRAPHIC MA?
CASOLAR VAIL
TOWN OF
EAGLE COUNTY,
COLORADO i!