HomeMy WebLinkAboutMCC Pool Remodel_Exhibit A_Approved PlansCURVE TABLE
CURVE #
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
222.60'
320.00'
39°51'25"
S20053'05"W
218.14'
C2
15.17'
170.00'
5°06'46"
N45*35'35"W
15.16'
LINE TABLE
LINE #
BEARING
DISTANCE
L 1
N00057'23"E
264.88'
L2
N90°00'00"E
203.40'
L3
S45000'00"E
227.79'
L4
N47030'00"E
229.54'
L5
N42030'00"W
670.68'
L6
N90°00'00"E
349.77'
L7
N00000'00"E
297.00'
L8
S55°44'00"E
75.14'
L9
S64°10'00"E
79.10'
L10
S73°03'00"E
50.29'
L11
S78°44'00"E
203.36'
L12
S75047'00"E
94.37'
L13
S69°14'00"E
39.52'
L14
S59014'00"E
131.07'
L15
S48°35'00"E
15.27'
L16
S10026'00"E
26.19'
L17
S87011'08"E
27.79'
IFL18
N43°02'12"W
62.35'
PARTIAL EXISTING CONDITIONS SURVEY
LOT 51, MAROON CREEK CLUB 'o
ACCORDING TO THE FINAL PLAT RECORDED NOVEMBER 15, 1993 9N PLAT BOOK 33 AT PAGE 4
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
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m
`---7961
L2
GRAPHIC SCALE
210 0 Inu 100 4W 800
( IN FEET )
1 inch = 200 ft.
TENNIS
COURT
786s
SURVEYOR'S STATEMENT
TENNIS
COURT
I, JASON R. NEIL, DO HEREBY STATE THAT THIS SURVEY WAS PREPARED BY PEAK
SURVEYING, INC. FOR MAROON CREEK, LLC, THAT SAID SURVEY WAS PREPARED BY
ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE AND THAT IT IS TRUE
AND CORRECT TO THE BEST OF MY KNOWLEDGE.
S X. NO; 37
SAT O F OF`4
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( IN FEET )
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POND
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TYP.
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NOTES: S
1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND
EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY
LAND TITLE GUARANTEE COMPANY, ORDER NO. ABS62010825, DATED EFFECTIVE NOVEMBER 01, 2019
2) THE DATE OF THIS SURVEY WAS SEPTEMBER 5, 17-18 AND NOVEMBER 14, 2019.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S38°46'03"E BETWEEN THE NORTHERLY ANGLE POINT OF
LOT 51, A #5 REBAR AND CAP L.S. #20133 FOUND IN PLACE AND THE SOUTHERLY ANGLE POINT OF LOT 51, A #5 REBAR
AND CAP L.S. #20133 FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE MAROON CREEK CLUB P.U.D. FINAL PLAT RECORDED NOVEMBER 15, 1993 IN PLAT
BOOK 33 AND PAGE 4 AND THE PARTIALLY CORRECTED PLAT RECORDED SEPTEMBER 27, 1996 IN PLAT BOOK 34 AT
PAGE 23 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE.
6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO RTVRN GPS NETWORK
(1988 ORTHO DATUM) YIELDING AN ON -SITE ELEVATION OF 7864.62' ON THE SOUTHERLY ANGLE POINT OF LOT 51 AS
SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.
7) THIS PROPERTY IS SUBJECT TO MATTERS DESCRIBED IN RECEPTION NO.646596.
8) ACCORDING TO THE CITY OF ASPEN WEBSITE THIS PROPERTY IS ZONED PD. BUILDING SETBACKS WILL NEED TO
BE VERIFIED WITH COMMUNITY DEVELOPMENT PRIOR TO ANY PLANNING, DESIGN OR CONSTRUCTION.
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NU"11C E: ACCUHU1N1J 1U CULUHAUU LAW, YOU MUST CUMMI'Mt ANY LtUAL AU1I1UN
BASED UPON ANY DEFECT IN TIES 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 THE
CERTIFICATION SHOWN HEREON.
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970)340-4130 F:(866)876-5873
605 EAST MAIN STREET ASPEN, COLORADO 81611
PROJECT NO:
Issue
MAROON CREEK CLUB
REMODEL
10 CLUB CIRCLE
ASPEN, CO 81611
21925.00
SHEET TITLE
Consultant
(T) 970/925 4755 (F) 970/920 2950
C5 - LAYOUT & GRADING #1
C6 - LAYOUT & GRADING #2
C7 - LAYOUT & GRADING #3
SHEET INDEX
C4