HomeMy WebLinkAboutB14-0224_Survey_1407262320.pdf Noti OF kg/
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PATIO PLANTER P.h ;^ N '"N ?•-•,-74k-4,1k-,7.--,
♦' PLANER - ( GASTH 0 F
i" PLANTER uM •� W,S4,;4' _ 4 ♦ OVERHANG NOTES:
+ r 1,-!••-••!.r-.51- . 74rt. rtr ,_ r-�
� � t, G RAM S HAM M E R 1) DATE OF SURVEY: 11/06/07, 11/20/07 +'*�
VALVE + 0Q Q% PARCEL 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEF
PO COVER 4_ •�._ PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENC/
BUILDING RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY *lb
PAVER ROAD + I I\ i Q��,�Q, OUTLINE COVERED BRIDGE FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY
STORM 0 PAVER ROAD UTILITY
MANHOLE <I ~ �~ CONDOMINIUMS /
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE fi la 03 IIVIII
MANHOLE Q
I� ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THF
BRIDGE S TR E+E T (2 5 R.O.W.) SEWER - - - - Vr Q AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY
MANHOLE ® - - _ i ' BUILDING ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMME 08/05/14
rn s _ ® SEWER OUTLINE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHC
`'' STONE CENTERLINE MANHOLE \-.. ,1,:-,- ---, k)/
/
HEREON.
/ VENEER 3' SWALE \ r , �r \ DRAIN
s WALL A=24°06'53" GRATE ROCK WALK \ I\I .I,--- 141 8158.7 �k 4) BASIS OF ELEVATION: TOWN OF VAIL VIEW CORRIDOR POINT Vrffi tL=aiau. a.
VALVE
VALVE COVER STAIRS R=92.30'
8159.6
COVER �+ A\
I L +k 0=02'47'34" �g ";a 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT TOWN OF VAIL VIEW CORRIDOR
D=90°00 00 4174;4744...........,,,, L=38.73 ��� \ rt>�
a_ rorrorR�rR�r��ro� p� �� R=92.30' NIA,, POINT #1 AND C-W 1/16 CORNER SECTION 8.
R=12.00 i _ - - S00°0_9'00”E _ 32.34 _ � . O L=4.50'
+ 13' 19.34' ;����r' __ L I ��+3y, BRLEN 4.50'13 E \ �+�� 6) BEARINGS AND DISTANCES SUB ALONG PROPERTY LINES SHOWNNAHEREONSUE ARE
•� w♦
� CONC. ' �� PATIO -........64......._....„...._,........_______+, In♦n", _ AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD
- - - - - CURB ,`!I - C BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
\ - - - - - - _ _ - - 18'4 - A=23.07�T °I° STONE
VENEER SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
\ -°1°- - - - ? BUILDING A=5.66' ,I STAIRS PATIO \ ' _ NEST HOLE WALL \ ,- 7) ADDITIONAL SPOT ELEVATIONS ARE AVAILABLE ON CAD LAYERS, (PNTELEV, SPOTEL).
\ resi t+eL :- - `i OVERHANG I COVERED I :11�_ 8159.5
59..-1----: THEY ARE NOT CURRENTLY SHOWN, (FROZEN), ON THIS PAPER COPY DUE TO THE
\ 8163.5 - ENTRY I ----- 13.6_ \ \
\ / / - - �� DECK - --- ,p \ EXCESSIVE NUMBER OF THEM.
\ I o // N ROCK FACING 30.0' - _in
1_3'� - , - -MIS, ENTRY 11.2' In �� r'
\ / 8) 1' CONTOUR INTERVAL
1 _ 4.5' 7.2' 8.4' 8164.4 a ..."-
6.8T-'
\ �
41' ENTRY �; \DRAIN \\ 9) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
s„ 8164.3 s.8' 81ss3 \ \ OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL
-1.3' ‘''v i I
\ •. SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
I r--ii h' VALVE '471t14
,.
R YIY+
\ I I I I � \ COVER ♦,�
ENTRY . M�,, 10) CALCULATED AREA OF SHOWN PARCEL = 0.2056 ACRES.
\ , I •9' I I 8159.4 \ M{�,^
OVERHANG 1 CENTERLINE \ "MA, LOT L. BLOCK )-B 11) FEMA FLOOD PLAIN STUDY FOR MILL CREEK UNAVAILABLE.
\ GRATE VALVE II \ 3' SWALE
COVER \ M "
\ I "M,,�; 12) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
8164.3 I I STAIRS e T;
\ I I ENTRY I / /O PAYER ROAD _N EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
\ 00 I , 8164.2 II PER DEED RECORDED da \ ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
6656, P123 STONE
1-11 CR
I VENEER
5.3'X8' WALL ° "A •..
4.1' I I ------ i I I / R MSW ,.rtr�rt Vrta�w
I Z
VALVE
N\ 0 -‘ I I ---
I I o I I I I \�\\ / i� I I1 I 01 ` o� OVERHANG ENTRY , + TOP FES.\ '41410411/e. '�rtYh ,�♦.•.���VA.� vw�Rvt�,,„, X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER
\ fTl I I I ,/ I I I ! -1I1 8162.1 DECK \ + WALL `� *441', �'
V I I i I W rff �'�.., 8161.6 u"'"u""''NI" V'u4
�� I I I I I I II ABOVE \ /�
\ Q I '•: STAIRS I I I \\ ,/ I I I O I PLANTER \ ,/� • O '
\ J I �i�ENO I I I Y 1 1 1 O 1I PLANTERT \ A/ ) Ort
I I I I I I I I 1.6'X6.4' �� \ / 11:114 /
\ v !._ I I I I I I I II OVERHANG ` \ r////_ + X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER
STUCCO ;���� I I I I I I I ROOF OVERHANG ` \ ///P/ "IS,
WALL :$4110111111
i'i a I I I I I U7 I VALVE \ // '
1 �.�� I I I BUILDING LOT c STAIRS TOP ��/ ..avl
<\ I �^ N I I I A I I I I / \ COVE \ WALL / UTILITY „ /,
.,� 3.7'X13.7' SECOND I I i I I I I I � MANHOLE
A and D BUILDING I _� FLOOR I I I 1 1 1 co/ \\ � ". \ 8161.8 GRATE ® ryry`ry
PLANTER �� \ ���� DECK I I I ,�� �� I I I 11 A °" '
\ ti�i 0.8'X13.7' OVERHANG 1 1 1 �/ I I I 1 I �D IMP I gr''''it ,,, DENOTES BUSH WITH APPROXIMATE DIAMETER
\ p.• I i \ I I I STORM ® 4'4V
0 \ Ikali' 1 1 1 i I I I 1 1 \ • MANHOLE O ''.�r;vrt.
uuld I I�Z-------_ I I I I FLAG POLE PLANTER ��"
iU 81642 1111111 I' I L' ---=______ -- \`I I 1 I \\ r' / cgs® .
MIR ENTRY Z I I •/ * VALVE
0 �FtTAIRS
�<t" 8155.5 Co CoCo I I
C \ DRAIN I I 0.8' N I
C \\ 8155.4 I I kri o J I I L O T b OVERHANG \ , .0
BUILDING \ 1 I + ITl rri I I 81N
60.3
OUTLINECENTERLINE \ 06' 1
3' SWALE \ I LOT e LOT d LOT c I I I SO400W / 59
8160.•4_ 4-
TONE BRIDGE
\ I I N Iv I I I 1 .08' VENEER ,.,
ROCK
IP iv I ■ I WALL
FACINGI: CROSS-EASEMENT AGREEMENT j� / ♦6,1104711
.0' RECORDED 8590 P760 1,1 I I `+�A 8 3
LINE & PROPERTY LINE) I_ / \11 _ T-1-
(DASHED
x3 / h ; •�.♦I. Nor'
RESENTTAURANTSS TO • \ ; r'y`•-
ROOF OVERHANG , 8n � ����■ ••♦+•,,Al 3
BUILDING LOT c + vy/ Yr,•
PAVER ROAD , 1(N.1rt q>,
1 LOT a DRAIN ' + `��j� V`�Y♦' ' �1•�{� 3
PLANTER ROCK FACING I PIPE • `I ♦�, � I-,,�G a
14.. (P & R CONDOMINIUMS) 8156.4 \ •����� >t�" / /
L1=08°56 Ia 1 I 2.0•
,�i„`,•'•. l
I ��►��r��i>r" '� /
CONC. SLAB R=325.89' N 85°38'00" W • ii, l .41, /
il PLANTER L=50.87' 0.2X3 78.50' I °' tOl':'7,-11'4/
r/ 3
�� I II z ••4 lI H 0I //J 3
I/P.
I [44 I1 114-
Lu Z
, • ETAL PUMP VV/ J \i s /
STATION
w . I 1�1 EDGING t • ��,�'-wTP� DRAIN 3
Z PATH 8155.. I�r♦ 8153.4 /
OVERHANG I I + o ./ • �' a
I w o �a�1�_ I ��1!' a'
� I � ? I Alli` ��
If /6's N z 'V��,/ ' ;W DRAIN a
I N o . uY^"' Y! ry�,��'Y 8151.3 /
0.8
/ •
/ O z I ENTRY r
0 8151.3 / I!" BOULDER 3 / /
/ r
I 1-Til I 8 55.6
COVER 8151.3+
151.3 DRAIN FLAGSTONE
1 earl WALL / 3
/ ::' ^ I 767.);
"/� + PIPE ��1�� / /)8( I151 4: +♦ 8156.01 3/ A {71 5.0' ENTRY Y••• ll,y.• r
I D 1 +VERHANG 8160.4 ENTRY
Y� /
/ PLA TER 1- • 1 8160.4 STAIRS STAIRS ® '4'1:1 /r� 1� / /1
C7 O) 'co .
CONC ° .♦n.y STONE /
TORM
MANHOLE m
0 CONC � � APPROX. LOCATION 100 YEAR FLOOD
.,,: 1 ENTRY � 8159 4\\\\\ �� WALK r 8156 7 WALL ,� 1 / PLAIN INTERPOLATED FROM PRELIMINARY /
8162.1 ���\ .� �rt� ���74° 1404 FEMA FLOOD INSURANCE STUDY DATED +
r.
LIGHT POST 0.2 \ aR° ��III///% +�•,,I .r ��iy ..^^ '.' AUGUST 28, 2003. /
ON PEDESTAL ;p `♦'v,,• 0.2 4 ° sr,, ADJUSTED ELEVATION DATUM OF STUDY 3
C) ELEC. +±.�. //II�� • � ' ! -5.0' TO MATCH ELEVATIONS OF
ISI -7/;••'.'"•-
0.2
I AA�� Vr ul ��0 4/ 0.4 50' S"NAM • _/+
UTILITY 7 0 2 �0,w `L3 3$ \ �\ TRANSFORMlre ��ODi�/ TOP WALL STONE ry4 ��81TOP WALL _ SET" CK / �`I �' / TOPOGRAPHIC SURVEY.
+ LIGHT POST ' �r
11 iii , >' ON PEDEST L 8162.3 ►rtyg���� + ATER_A!?��!rta�� MANHOLE 29.26 25' N�3 PART OF �I I�:: '; , , 3�-�T: WA METAL ELEC. 10' 3f. ' a „ 1 ,������ �� LLE TOP WALL 8162.4 MANHOLE //I+- `� O
N00'09 00 W 54.26 \ I +'.
B
..�. -- •°,. ,r. .} T-T • ' ,POST } T ENTRY ►IIIIIIIIIIIII • 0 ►�i� IIA. EDGING HANDHOLE �✓ /
�i�0 r : - - i.s****•••••••• PAVER sw4*••••C•••ss NN • ... .. _ teStS•. ° i' 1! hSTEPS /RA 8161.6 (:. 1^ '0000000000000 ....,0000♦000000000000000000000%Doo✓•••••� PATHr�Ow�, CONC. : I _ \ TIE . 'ss`"- W LK sW�AN������������ V*))0����I ,//III A ' � I : ,II�IIIIIIIIIIIIIIL�III10. I'SEI co 11STONE
It,
I . . :.. , , ; � ti ��- �� ���� ♦ �,�IA. l
�l�4 I � r r WALL ����������������� r
00000 . . ,. , .. .I ,1, „ ,: , . .. 431 z:7------7- 7.------.
i f � ...,+. /. ♦1 f >
VENEER 11111 I - : DRAWING M N 1 H A 6
NarE k3Y MS I s6a 5 -
WALL GRATE' ,. I. :: . . . . .. :.: .'.�.... .:. ... .. ..' _
III k WATERLINE EASEMENT dN THIS AREA
II ,. ` :: .". ;' .:' . „ . : +i .. . STAIRS , __. / /
VALVE. �, ��.
I 8165.7 l -
1111. ,. . :.. TEST HOLE ,. . UNKNOWN IF EVER RECORDEb-OR STI � 0.8 ♦ ♦
-
covER r . :.. . .. .,
I
i
I I
.. ,. .:. � 2" ELEC
,
., 8165.1 VALID. �� -
/ ,,,,.I I0I0II � r♦
,, ... .. . ;. .y': .: i 0.7 CONDUIT
loll.
� ASPHALT..
iII/I0 I 'TEST BOLE •
:
TRACT ...
TRA T .
ROAD �...
,
III,IIi
8
3.
8161.3':
+ WOOD
1
����i� . . .... 3 :STREAFA:. . I
. T ... ., ... - 0 ... FENCE ♦ I
1111111 : . : .... � ,
I
VAIL VILLAGE .r _ _
/ /
1 Jr 'r .�I
F :
0
IIIIIO R.00K.. , .
FIFTH FILING NOTEi;LEGAL DESCRlpfION§ FOR ACCESARP-11
, PARKING, AND N 11.E ( 1.4
or; ►: :. ... _ �, Sie , till l
• .. , ' TRASH COMPA SEMENTS FOR THIS AREA n
SIGN IIID ASPHALT: : • • WERE WRITTEN N'19 5 BY EAGLE VALLEY SURVEYING. TAD , ° _ 0.8 ��Ilr/,��
. ***V41 ROAD � . PAD PANEL / ` + ?/ /
.�� ����♦ ,: •� .� ,.. I I: � EVER RECORDED • � � � � � I /, � h� / 3
UNKNOWN IF
IS'�I� OW%•SS • I I •' • POSTS iiigl oi
/
e" 540
r
a�����•® PAD • 0\111 �, �I- TRASH hh ' %
✓IIIIIi. .: :e '� . .. . V 1.0 PAD /
SSSS�� :°.♦moo. ELEC
IIIIIIIi ,�.. MAW, ,�' ' ' [ •I'' ° ELEC.• °_� PANEL � � '���:}��.•� �� �• �„ '�: ENCLOSURE BENCH / • • + �' 3
•••••••V ♦��OMA*4 . CONC. PAN I % /1.0 /
',DTIII/ ..I"I'I"'I,•: AN � h /
•
"I 0.4 :. 0042 / 3
5
r . EDGE
® FOUND NAIL
*Ay. .. '111,1.1 . l: � • � �
PAVERS �I�' ����:>����Ik• �' / & WASHER: °:�� 0.5 � �{f!',� 5' CMP �w- w_ •rr �}���', � / STREAM 3 � CO
"�%��®�♦0 ' 'g I LS 30091 ,Illi' � INV 8156.8 w _ ---_ " / ,� N
1,0111,1/0 / ®® �,�',;i�1�') I,•`� � � � �-h 4:11 h � 3 Gb h� � �' L� 0700, .8 �� :, A ���1II% / 0 M con o in o
/ POST -WIRELESS /I��:, --------...............::_:1/"1,::1/4„41:-..:50:"4:::: /
° �' POLE NET i �rt�,;wo�A��A�A.Av A 0.4 `\\ i �ly��N \ b • /4 3
/ °/ Yn.�IM Y Yry t 0.4X "w`r \ Alta ) EDGE
SEWER ,r °% 2. �' rRrrvrt i���>,i�:..-� 1.2 / / �L/
r �� � � Ra!�� �� STREAM / /
MANHOLE / ELECTRIC �� A"n>, _ii- �a� +- �• K``•�_!l
.'/ MANHOLE O Au I _u! Y•1 �If ilk{�ryZ�ry�� w ,/ /
+ ! i , 0.2 i Me a �S• + r`
1.. / yV� ELEC. 0.2 /'� Nisilk 0.2 �..•�'�`<� P.
UI/ -. '�► , e. BOR b / / V /
/ ✓.7. . POST' PANEL rt�rt, 0.2 , \�IIIj `♦� ♦�4 ►r�. WAiv
\-3
r/Ik 0.2 rtY'+rt' I i;, ,_, '� N
♦ ♦ ♦- ♦J � APPROX.
. i s �grcr + `kelji +� 1.� 1.0 ‘ BOULDER ` ket `< w W
/ >..).. Wa:,. A., . Y� �.5 WALL 1' ► \ 1 W-4„__ , O CENTERLINE
ROCK 411.: !a��,`r,>„+. IN, 0.2 R I� ` 0.6 • .N 1. 8155 ♦ / STREAM /
. / / /:.• -"�.v"9"aiYirYr,.n ,rrt�, ,�a,�y-'�t j�``\1� _ `i� '�' \R�� W W W 1 4 3
WALL ,_•.0.♦.+,t n,-." 141 `'R1lY' i /�
ASPHALT rt� 521 ......,..,,,,,4._�'•c•: %----....•. ,, r\ W / s
✓ .. . 4R yl VrtYY�Y��Y.,,,W+A,,• • .� . Ar►! �'AJ '�, \ ��.,• \ - W_W_ w W
WATER VALVE 8167.8 //LEGEND
w. -.:vrcvavrtv�' - - • - - � _ . �`l■.v. + , ;-,,,4•7•'--
. 0.3 \I I'��,� i' H..iv
•' / +
GRATE /.POSTROAD - - �_ ' _ -+- - _ - �vst♦• � ,1��\`I . APPROX. -W
/// 6% $1',2%,1t4411;41./..,,,,r FLAGSTONE 4114"411100,11.4,0 \` �,�� 4 - b / 3
X SPRINKLER VALVE ,�/// •w��14pp♦p 1,^•R.0 + WALK i
// CENTERLINE / /
LIGHT \ R `\Umry - EDGE W /
• �,;- >"r_; ,,t ROCK
.gill�Yr,.° 11 Y - -
Q1 ELECTRIC OUTLET �' r o c+:��� "j `� v'' h';h __ WALL 1 STREAM W� / 3/
•AY0 4.01`^x\ 1 Inrt11nrt1 0.2
-41-UTILITY CONDUIT "; �n�1l.;;1i'►� o.z + r'"art+, I \ + ' 0.2 / /
•"� �I/ l i ,10.4 4. \ iip�Y,yY-,•r,/ ,..,w.. DECK + j � \ \ ROCK
0 GAS METER `11� '�// tai01" `Re + + �� "'� � '% w SURVEYOR'S CERTIFICATE
q:! 0'•�! 0.6 04, ROCK + + ENTRY �;h'' Al , r STEPS 1H
ilk
r :I 8168.2 ���� I 0.5X /✓
£ SIGN POLE ^+1� ,"�,,� WALL 1 �� cQj I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of
® TV PED i�1♦ 6 /,1 0.2 !;,(0,' BouLDERi�� 6p ` the State of Colorado, do hereby certify that this topographic survey was
1Yr
0' 10 20 30' vti w��w DRAIN I DRAIN WALL 1 � fa made byme and under mysupervision, and that the surveyis accurate and TO P 0 G R A P H I C SURVEY
®PHONE PEDJ
+�. *:+�. 8163.8 , BALCONY1 62 r 59my g
+rt°�, 8164.8 s/ 5a 57 correct to the best of knowledge.
X SEWER CLEANOUT MN MN - j BUILDING I ELECTRIC 56 + QQ,�
STAND PIPE 1 OUTLINE I MANHOLE ,t• LOTS C, d, QC e
1 + Stan Hogfeldt BLOCK J
ENTRY + ENTRY DECK 1 51-
8164.2 8163.7
f == = EDGE
VAIL TOWNHOUSE
�"/ STREAM Colorado P.L.S. 26598 VAIL +VILLAGE FIRST ' I LI N G
41199
HIGHWAY 6 & 24, EAGLE-VAIL CONDOMINIUMS ___J� -
" Date: + TOWN OF VAIL, EA E COUNTY, COLORADO
OX 1230
EDWARDS, CO. 81632 697TOPO.DWG 12/19/07 KPJ I PATIO
697
(970)949-1406 _...gail
/ O.