HomeMy WebLinkAboutDRB150283_Lot 40% study_1436822100.pdf 1
LEGEND
. \ .
m ELECTRIC MANHOLE CURVE TABLE
•
p SEWER MANHOLE BUILDING CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING
C3 STORM MANHOLE - EDGE OF ASPHALT Cl 19'32'21" 304.91' 103.98' 52.50' 103.48' S79'41'11"W \ • •
p WATER MANHOLE - --- EDGE OF CONCRETE •
02 (CALC) 19'32'21" 315.91' 107.73' 54.39' 107.21' 579'41'11"W
PD TELEPHONE MANHOLE - - DRAINAGE \ . .. '. .
Q UNKNOWN MANHOLE _ CURB AND GUTTER C3 (CALC) 19'32'21" 293.91' 103.23' 50.61' 99.75' 579'41'11"W _ \ .
WATER SHUT OFF VALVE - -""- DECK OR PAriO
J}Q GAS VALVE - - OVERHANG •
pq WATER VALVE - WOOD FENCE LINETABLE p �+
FRE HYDRANT \ '. .
-OHE-OHE-DHE- OVERHEAD ELECTRIC LINE LINE LENGTH BEARING
Ea GAS METER 11�.t'illlV`'llllli1111_\����i�11,1 WOODEN WALL L1 (PLAT) 228.25' 560'12'57"E _ ,
m ELECTRIC METER ;:_¢ t;iwo 7_w s�;i'.� T.o.': STACKED BTONE'WALL L1 (CALC) 228.25' 560'13'02"E \ . .
m CABLE TV PEDESTAL L2 (PLAT) 256.63' 560'12'57"E
. .v,�...�ibR :�,..:._.i,;9yr�r_: FLAGSTONE
E] ELECTRIC PEDESTAL ,.• ' r ' V
L2 (CALC) 256.63 560'13 01 'E GRAPHIC SCALE .
B TELEPHONE PEDESTAL L3 (PLAT) 274.11' 550'12'57"E •
DU STORM INLET �• 20 0 10 20 40 \ . 3
® 11/�f L3 (CALC) 274.30' 560'13'02 E _ i
TRANSFORMER INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER , „
h, BOULDER .1i�� L4 (PLAT} 237.82' 560 1257EINI5PT_I . „,.-•.)
L4 (CALC) 237.82' 560'12'57"E
0 CA' POlE �� ( IN FEET J \ .
STREET LIGHT INDICATES A DECIDUOUS TREE WITH TRUNK DIAMETER L5 (PLAT) 2011.33' 560'12'57"E
41 1 inch = 20 ft. ll+
�n, UTILITY POLE . L5 (CALC) 201.31' N60 12'50"W c,.
L6 20.00' N2a•a5'ov"w \ ' \ . .
- BIGN
i BOLLARDL7 60.00' 569'55'00"W
L8 29.25' S20'05'00"E •
' \ LOT 25 LOT 24
LIONS RIDGE SUBDIVISION, FILING No. 3 •
LIONS RIDGE SUBDIVISION, FILING No. 3
FOUND No. 5 REBAR
CHATEAU TREM ON TE WITH ALUMINUM \ t
L.S. No. 2fi9679fi7 FOUND No. 5 REBAR
WITH ALUMINUM CAP
24" CPP "'
FOUND PLAIN No. 4 REBAR _ � �� INV. _' 8470.6 L.S. No. 24109
10.0' UTILITY
1 � ' . , .• N
- - .■_ 6�90 EASEMENT •
•
�`' .:./10.10004
` `'' N 89' 5'23"E _ 364.95' 1
N. LINE SW% SEC. 12 ;fir -Q.9. . ., • _.,4L._ .,4,-0.,-''
I4 cede - •!� .: I �,'�/ T7�TY �� ��� ' //i ///� •� 4
r i
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_ _it 4 36.45 - , . b ►,a �' ` . a _ : �/� `���� / i �, /�� ■ ��
o _ , - r ,.: /',' 6.Ee /�ii ///��i //�/ �_i� _i /_ %/��f'Jr�/ N 34 37 W 5�.U�
P �� �.i3'7.•Y /= •'� ' i'�� ���• .� •'ja. -��+ �f��• i •Y /�'�'�/� /�
• --- -�►• .o � ► ' : t ,, �� i,� ,A00, /� �•: /� !/ 8060
!(/ , 4w...4.1-y
. I.:YA 40”:041,49,49.3,414.„„A.,,,,,,*::, ,.„,,_ ------:
,! �r � - 6%.: � �, :44:94:,4"411r, �� pti
� �''' MEADOW ROAD
`aF t� / ,4, , e. 1��� . 1 -r•• .a.,s �.. �'FI ✓ 'i ii 'l/ /�.�° ,r c.�, -� avaia
tir , b ~ ;A. ",
�. ` ; Dl' .ay � �a , y�+ . .�! / .r'` �..® .ter H - AVARIES)
r > f .. , s _ R G T OF-W Y
'�o� h■ Y s� 8651.7
I C
O r! ■ ��
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� s � K .� r.....r....,:.r .�, : ''= PROJECT BENCHMARK)
Ar- • s Io I.
7
� . � ... ,, _, : : 1: SEWER MANHOLE H
CE• � � LE M 1800
R z
� :...: I I� • •
r l �r
r £
,
S
7 UTILITY
r• - ..s
0.0 U L F
Li`l RiM ELEV.
a E E $030.7
4 a
EASEMENT
I
•
8 -
NV ELEV. 8423.0'
4 I �
S AR"
%� '•� RAG
� ��s� 8055.5
/WOODK �s7=-. .�
PEC
•� --� IASPHALT DRIVE AN
r �.�.�r S D E D
rn•
i �Ir �' ri
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AR T
J1�j(�
5 t P KING La
80 S. 966 603E.3
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8066.
LOT 20 aiii
R ■ 8073 S9 ; . 5�'HA i.T` R11 'AN
H
OD DECK �► R IN ++n.T �-i �-i:-� 'i�''�i;1 ' 0 O
N LA S a 8 & 1I`.:<I:.. ..11,,. '..dr :• , 8062.6 r ��
• r, P 8 0� o PARCEL I :r. c... :;_:::•• r B
�• r I s0B3.s D 9 r41.1r/
sr a r`.'
y •t� ') r ff I j.
] i. 8085.3 i.
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'41 i 606 3 � �
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1 F til r
`�'pATI �.. 3 R C N ,Pr
tor
1 4 0 . �C a Z7• 8074.6 \ ' S ! � xN',';�..,;:. •55�� r
FOUND ORANGE PLASTIC CAP ' 'w ,' a eff,410.4 h I 73, , 9 y, ?;; .: .'i:,:• � ;'r..._: S� ,` �����/ice � ;
L.S. N . ILLEGIBLE AND DISTURBED = 9 s ^ARCEL 2 •, •.-4'
o1 1 ,�� 9 � �� - ►'* ►►
588'52'W-0.4' FROM LOT CORNER : "Tar
DecK . � 2.85 PLAT a05s.x / '
aoss.$ ry1. �F 2.87' (CALC) i 1 �`dr �� O �.9 -..,,,f047 f-, LOT 13 • •
r - WOOD DECK 4 is-
44,'Q40�LE�E'Lz�a 9075.8 'i .:. ?,' 8073) .gr.a,�, / JA OP
� ■� / '
' f �- 'cf sva7,5 + a ��166 1100 6:i g _ PARCEL 3 } 1//v-.- ';e-4
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de.
�Q,�R (� �# ���,ft fid /�/'• , '
11 r' / 0.B' Q �`' •4 db �• i -• f � �- FOUND PLAIN Na. 4 REBAR
/-...
WOOD DECK ° . . /
di,q9�4?s.� lea• �'. PARCEL 4 �, ��i t / �ft 4fr (507'16'W-0.81FROM LOT CORNER)
aoe7.s h r! 49'
` ' ' '• �' CS 3 y, 807fi.5 * ^j ,,.: /5.�.,p�,1:�r �...FA. `eV /�la i //' 't,„le-
Av."
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1 / .
R N sD77a +., ,. ��V4,_ I / / ' /� 10.0 UTILITY _
1 oz. �. ° �; '-' =,GQ' *, I .: EASEMENT
+ aD PARCEL 5 3'.. 4/0414",,/ F, / /�
4 • 9111 i$U , '1 =r_!• ;,. : ���� b / ' At- ' �
{13.5'} 4� ,:L,,;.;':rssi ., ore�,��:r*j � / / i � /**/ ' .
`II y .9 ItY
6077.7 r2� At!i%:,r,.• f?' ��,�' . �j,. 7.
'
/ '
NI/
0 , . / � � � � i/ / LOT 14
.4: "..„
LOT 19 �, l RI AN y■. // / Y' Z
0 ASPHALT DRIVE D t ',
43 / PARKING LOT .el / ./ !4,.- Oh
� 8076.6 / 1`� ' /� jt� /. / 1344Y -
Z
4.
II
��, PARCEL 6 / i►.� ' �� i ,S _
alai }L r 8076 B r7 I �� `,�, I /+`"/` /, '
4er
(37.5') ' ' r -'ry..r 8076,6 8 / '
.T„V•' /
FOUND PLAIN No. 4 REBAR .�I �/ ' // e.
�.�� �� / /...-
, •�, I'
F GENERAL NOTES
577'1 'W 1. FROM LOT CORNER �I / •
. � ����' /1/d .�► 1 .� ,1• / / 1. DATE OF TOPOGRAPHY: APRIL 11, 2007.
j...�j �/•� �� / ►"� / N. • 2. PROJECT BENCHMARK: SEWER MANHOLE MH 1800, LOCATED EAST OF THE
'r � /�Dta' CAPSTONE TOWNHOUSES LYING WITHIN MEADOW ROAD. RIM ELEVATIO = 8030.7
• 7 ..••••• �,ill iv $ INVERT ELEVATION = 5023.0'
•
3, BUILDING TIES ARE INDICATED 1N PARENTHESIS (XX.X'),
������ ;��. LOT 15 � � '
,_ � �x� y ,,3 . 4. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH ❑F THE SUBJECT •
..------
h;i', � PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF. RECORD.
FOUND No. 5 REBAR •
NO TITLE POLICY OR COMMITMENT WAS PROVIDED TOESTABLISH TH EXISTENCE
07, � � E
WITH ALUMINUM CAP THEREOF. BOUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE RECORD
---' ,..4•",-
L.S. Na. 11204 PEAT.
i ~ -,f ` NOTICE: A R 1N T RA AW YOU MUST COMMENCE TI
-V. �� 4.4 � ' 5. CCO D G 0 COLORADO OME A ANY LEGAL ACTION
t, FOUND PLAIN No. 4 REBAR BASED UPON ANY DEFECT IN THIS SURVEY WITHIN TI-:REE YEARS AFTER YOU FIRST
, FOUND
' . 4 LOT CORNER DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY
LOT 4 - '/// } DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FRO1A THE DATE •
,/ ' ' OF CERTIFICATION SHOWN HEREON:.
0
,, / .
PARCEL SLMMARY . . . . .
, ' . I /��� N . .
, .
AREA PLAT AREA CALC ADDRESS: ® ,- Z . . .
PARCEL 1 0.427 0.427 1817 MEADOW RIDGE ROAD o 1/4 ,.'
N . 7 •
1 �Q'.5
DLOT 1 6
•
8 PARCEL 6 0.280 0.280 1817 MEADOW RIDGE ROAD V
o • FOUND PLAIN No. 4 REBARN. .
SURVEYOR'S CERTIFICATE
N •
/ , l I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF
e / / i THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC. MAP WAS
MADE BY ME AND UNDER MY SIJPERV151ON, AND' THAT THE MAP IS AC •_TE AND TOPOGRAPHIC MAP
\\\ CORRECT TO THE BEST OF MY KNOWLEDGE. - `••�
/ 7 �o� RE ; PARCELS 1 THRU 6
Lo / /
DATE: = '��: '.ct
�r CAPSTONE TOWNHOUSES
/ I N / BRENT BIGGSS.r.= ., w■ ...��
' COLORADO P.L.S. 2759 . 75
• • •.. / LOT 17 \ / t'a��''r`
- - TOWN OF VAIL
FOR & ON BEHALF OF
rill
PEAT( LAND SURVEYING,,++�' q ri ,. EAGLE COUNTY, COLORADO •
PEAK LAND CONSULTANTS, INC. / f ■ ��
idy. s ..
/ ��.�Y����t1�� DRAWN; JF
REVIEWED: BB SHEET: 1 of 1
PEAK LAND SURVEYING, INC. >>��.-
970-076-ssaa FAx 97O-476-asps / DATE: 04/13/07 PLC JOB#: 1556
1000 LION'S RIDGE LOOP VAIL, CO 81657
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