HomeMy WebLinkAboutB12-0147 B12-0191 Framing ILC Approvedr
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GENERAL. NOTES.
1. PROJECT BENCHMARK: SEWER MANHOLE MH1240 INVERT ELEVATION = 7805.79'
LOCATED IN BELLFLOWER DRIVE NEAR THE NORTH LOT CORNER OF LOT 1.
2. BASIS OF BEARINGS: A FOUND No. 5 REBAR WITH 02' ALUMINUM CAP, L.S. No.
5933 MARKING THE NORTHEAST CORNER OF LOT 9 AND A FOUND FOUND No. 5
REBAR WITH Q2" ALUMINUM CAP L.S. No. ILLEGIBLE AT THE NORTH ANGLE POINT OF
LOT 1 BEING N87'40'06 "W A DISTANCE OF 337.72 FEET.
3. LOT 4 IS SUBJECT TO A DRAINAGE EASEMENT AS SHOWN ON THE RECORDED PLAT
OF VAIL INTERMOUNTAIN DEVELOPMENT SUBDIVISION, BLOCK 8, AS RECORDED AT
RECEPTION NO. 117228, (INSUFFICIENT DIMENSIONS TO SHOW HEREON).
4. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE
INPIC�AT`ED IN PARENTHESIS (XX.X').
5. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE
SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF
RECORD. RECORD DOCUMENT UTILIZED IN THIS PLAT WERE PROVIDED BY LAND
TITLE GUARANTEE COMPANY, RDER No. V50019874.1, DATED SEPTEMBER 26, 2012,
AT 5 :00 P.M..
6. 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,
SEWER MANHOLE 1120
MEAS. RIM ELV. 7857.5'
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
T
LO 9
LOT 1
�w
SEWER MANHOLE 1140
MEAS. RIM ELEV. 7864,0'
SEW
'16 "E -- 155.41' sEW SEW sEW ---- --
N$? 48 -- SEW ------ SEW S
SEW --° SEW- --" _ SEW- -- SEW
_--- -- SEW SEW o
SEW - SEW °-
SEW-°°°
UTILITY RECEPTION 1No.G11722 -
✓
CURVE TABLE
Q G` CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING
7 ' % Cl 29 "2357" 165,10' 84,72` 43.31' 83.77' N57 '58'12 "E
4
r 3 - - 26 7' -- ..../ --.
6. , 4'
Q 1 3.0'x1.0' Q
OVERHANG 12.0'x1.0' lr — —1.5� _ ® ' LOT 3
7,
h
N F
"tom
N
CP CO
s.0'
3'
24, 6'
1
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ctil
R-- AGE ELFV+4noty
DUPLEX RESIDENCE
% DECK � 7a8, 9"`" ~�
(UNDER CONSTRUCTION)
LOT 5 d
/
LOWER F.F. = 7871.1
ENTRY F.F. = 7885.2
J
MAIN F.F. = 7882.6
GARAGE F.F. = 7890.1
PARTY WALL
`L —g 0'�
UPPER F.F. = 7894.7
'
7,5'
RIDG--`IEVATION =
"-'
09 7
IMPROVEMENT LOCATION UCERTIFICATE
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED
FOR SLOPESIDE CONSTRUCTION
THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT 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, 04/23/13, 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, F,ks AID PARCEL, EXCEPT AS NOTED.
DATE:
BRENT BIGGS
COLORADO P.L.S. No. 27598
FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC.
• OVERHANG
1, 7*
DUPLEX RESIDENCE
(UNDER CONSTRUCTION)
LOWER F.F. = 7872.6
ENTRY F.F. = 7890,7
UPPER F.F. = 7892.7
GARAGE F.F. = 7894.1
t 4.0 Rt- "„OGEVATtOty 8 7
12.2' 4,0, 24.0'
r
4 RIDGE ELFVAT1pN zf
7912, '_--
4
11,2' <v
c5)
NO DRIVEWAY
(UNDER CONSTRUCTION)
S61>.
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3.1
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DECK
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cp '
1
o' LOi
J FOUND No. 5 REBAR
(DISTURBED)
N54'00'08 "E 0,92'
1,0' /J FROM PLATTED LOT CORNER
7.5'
r A
f N90 "00'00 "E -- 62.00'
UTILITY AND DRAINAGE EASEMENT
(RECEPTION No. 117228)
�r A
Z0
'4,
2� � f
LOT 4
0.3858 AC. f
f
f ff�
if
/tK
N.
2851 BASINGDALE BLVD. f
STORM MANHOLE
f RIM ELEVAION = 7902.4
"x;,22 � •, ~' ti.
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EDGE OF ASPHALT
Ile
NEW
SEWER MANHOLE 064
RIM ELEVATION = 7900.3
INVERT IN ELEV = 7892,9
INVERT OUT ELEV = 7892.7