HomeMy WebLinkAboutB12-0274 ILC Foundation and Framing ApprovedCONCRETE BLOCK
RETAINING WALLS
ACCESS, UTILITY & ROAD
MAINTENANCE EASEMENT
s
1
R•
FOUND No. 5 REBAR WI
A 1 4" ALUMINUM CAP
P.L.S. • ii•
WATER VAL
1$7'39'37' -tN
13.46'
47
5
N
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
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ll! ;
EXISTING BUILDING
ENVELOPE
(5460 SQ. FT.)
V
�j
v/ 2.0'
1.7'
t A 2.2'
n� V%
4 ^1f
`` j
i •
100112100111 •
CURB STOP
SEWER SERVICE
STUB
80
ENVELOPE LINE
TABLE
LINE
LENGTH
BEARING
L1
71.15'
S69'03'26 "E
L2
21.55'
N34'02'45 "E
L3
12.97'
S55 "57'1 5 "E
L4
28.96'
N34 "03'18 "E
L5
2.48'
555'57'15 "E
L6
16.11'
N34 "02'45 "E
L7
2.50'
555'57'15 "E
L8
9.66'
N34`02'45 "E
L9
13.90'
555'57'15 "E
L10
12.13'
N79 "02'45 "E
L11
15.12'
N34'02'45 "E
L12
18.00'
555'57'15 "E
L13
1.84'
N34'02'45 "E
L14
34.46'
555'57'15 "E
L15
4.17'
534'02'45 "W
L16
14.00'
S55 °57'1 5 "E
L17
25.67'
534'0245 "W
1-18
14.00'
N55`57'1 5 "W
L19
4.17'
534'02'45 "W
L20
33.43'
N55 "57'1 5 "W
L21
13.03'
510'57'15 "E
L22
14.21'
579'02'45 "W
L23
2.17'
N55'57'15 "W
L24
28.05'
534'02'45 "W
L25
7.50'
N55'57'15 "W
L26
18.98'
534'02'19 "W
L27
30.31'
N55'58'28 "W
L28
1.50'
534'02'08 "W
L29
18.65'
N55`57'52 "W
L30
34.96'
N12'09'40 "W
NOTES:
1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE
MONUMENTS FOUND MARKING THE CORNERS OF LOT 1 AS INDDCATED.
2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN
HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY.
3) 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.
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOR SCOTT A. TURNIPSEED, AIA, THAT IT IS NOT A LAND SURVEY
PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT
OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED
PARCEL ON THIS DATE, 4/11 /2013, EXCEPT UTILITY CONNECTIONS, ARE
ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN,
THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY
IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND
THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT
CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.
SAMUEL H. ECKER
COLORADO P.L.S. No. 30091
$` 3.0'
2'5 INDICATES RIDGEy
AND ELEVATION '�*� $
LOWER LEVEL ELEVATION -- 8282.0'
ENTRY ELEVATION = 8287.5'
x $ 1.3'x"+' /� MAIN LEVEL ELEVATION = 8296.0'y
2p 4.5 N f o f UPPER LEVEL ELEVATION = 8307.0 _ ..-- --
o f .*/
j BUILDING ENVELOPE
TO BE RECORDED
30091
I RADIUS = 171.42*
-°' ' :: , fit' , DELTA - 40 *24'52"
.- ELECTRICAL Po
MANHOLE STAFF - ARC = 120.91
RADIUS = 36.00 --°� '� .- --''"� �- °� TANGENT •= 63.09'
DELTA = 59*59'28" _- (' HORD = 113,42'
BRG = S82'00'00 "W
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