HomeMy WebLinkAboutFile Documents.1230 Snowbunny Ln.0166.2018 (13).ARBK 11 LEGEND AND NOTES
AS h � I I� SU. I� VE
SURVEY MONUMENT AS DESCRIBED
OF 0 UTILITY BOX, E-ELEC, G-GAS, P-PHONE, C-CABLE, W-WATER
� LOT 11, BLOCK 2, SNOWBUNNY SUBDIVISION, ® SURVEY CONTROL
- -X-X- FENCE
CITY OF ASPEN, • MANHOLE COVER
COUNTY OF PITKIN,
STATE OF COLORADO. 0 WATER VALVE
PARCEL NUMBER: 273512207004 • DRAIN
p 5/8' STEEL PIN FIRE HYDRANT
SIGN
I'-10' { GUTTER DOWNSPOUT
WW WINDOW WELL
IffaTaT CITY OF ASPEN GPS MONUMENT ell i 55./' SLANTED TEXT DENOTES SPOT ELEVATION, 55.1' • 7855.1'
0 10 20 7849.59' 1988 NAVD
p VERTICAL CONTROL w DRAINAGE DIRECTION
U.S. SURVEY FOOT
`�
ONE FOOT CONTOUR INTERVAL
0
`..„. m
NOTES
VICINITY MAP `�r>dg o I) SITE UNDER CONSTRUCTION AT TIME OF SURVEY, 07/30/2020.
?eF LOT 10
Ii7411M
93j OWNER: SNOWBUNNY LANE CONDO ASSOC. 2) TITLE INFORMATION FURNISHED BY:
:,10HORIZ.
PITKIN COUNTY TITLE, INC.
�J' CASE NUMBER: PCT25144W
\ EFFECTIVE DATE: NOVEMBER 17, 2017
DRIVE �II3) PROPERTY ADDRESS: 1230 SNOWBUNNY LANE
wPAVERS F TOP OF BERM 4I THIS PROPERTY IS ZONED MODERATE DENSITY RESIDENTIAL (R-IS)
SITE \ iI \ eSyREBAR �1 TQ'D'` �•4 I SETBACKS (TO BE VERIFIED BY LAND USE PROFESSIONAL):
s4.e' S/8' STEEL PIN��' 7855.5' N 89.56'00'E 120.00' CONTROL MINIMUM FRONT YARD: 25'
°...�„ a' -X-X-X-X�)( X- X-X-X-X-X-X-X X-XX- X-X-X-X XI
I MINIMUM SIDE YARD: 10'
MINIMUM REAR YARD: 10'
oe.. o
TOP OF BERM
v $- -r. -5' UTILITY EASEMENT BK 181, PG 255-.-2- -__ ' 5f 8 5) THIS PROPERTY IS SITUATED IN ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE
o o s4.9' RATE
.. ` 55.0' COLORADO MAP NUMBER
i56.7' ...-......ROOF OVERHANG .....................
_ THE 0.2x ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON FLOOD INSURANCE
MAP PREPARED BY F.E.M.A., FOR PITKIN COUNTY
......................... 08097C0354E, MAP REVISED AUGUST 15, 2019.
' I 2'OUTLET -A/C A/C 28.3' W 33.41 6) THIS PROPERTY LIES ENTIRELY OUTSIDE OF THE CITY OF ASPEN MUDFLOW
J 28.2' p 1 I ZONE AREA AS DEPICTED ON THE MAP OF CASTLE CREEK/RED BUTTE MUD FLOW
X ZONES, FIG. 7.IC, SURFACE DRAINAGE MASTER PLAN.
1 9 TOP OF BERM I 7) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N 00.04'00'W ALONG THE
f71!%! EASTERLY PROPERTY LINE OF LOT 10, BLOCK 2, BETWEEN FOUND 5/8' STEEL PINS AS
�a 1� � ss.l7' S4.9' X I \ \ SHOWN HEREON.
I1 W I _ - I i ••\ 8) LANDSCAPE ELEVATIONS SHOWN HEREON TO TOP OF TOPSOIL. ADD 2' FOR SOD.
A 1%J/lJ
o.� .4. '0 i I 9) UNDERGROUND DRAINAGE INFRASTRUCTURE SHOWN HEREON AS PER INFORMATION
•e N PROVIDED BY ENGINEER AND CONTRACTOR.
( RAIN GARDEN i
,�. • APPROX.DIMENSIONS
' \' rhv 3 4'x2'z1' 17.3' /'�s5.2'
•
0 2 2.0' R AY Y .., ' i
' W 57.9' \ I
.� • i Iii• . `:55.9
CP
0 o c
W / 57.9'. > 1.5'
v DRAIN PIPES - RAIN GARDEN i I I
57.8. (TYPICAL) - APPROX. DIMENSIONS
57.0' ` �'�. 6'x3'x1'
• 7 HOUSE u i I F
• •
j
• / 3 •
. ' 2PERVIOUS'S ' ' • • .F380' 0 • r �"r
• c° {s1
'PERVIOUS .� • > FIRE H
DRIVEWAY - �. . •. PIT id • -
D7 2
FlW-ES7Op �� i"' "' v � - I w I ,r4
ENGINEER' S CERTIFICATE:
INVERTS 53.3
,�., . SLAP 45.8• 17.8' •
8.7 ss.9' • cN c I. THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER, CERTIFY THAT I HAVE
20' WIDE REVOCABLE D/AMETER•4.0'. 57.0' v im o pa INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE: 1230 SNOWBUNNY LN/
ENCROACHMENT LIC. \\ VALENTINE RESIDENCE AND HAVE CONCLUDED THAT THE PROPERTY WILL DRAIN
REC. #665227 o IIII I I �"� ADEQUATELY IN CONFORMANCE WITH THE DRAINAGE PLAN SUBMITTED AND APPROVED
qq I INV.56.4' Ft c I-, BY THE CITY ON DATE: 8/13/18.
T/F� e .1. _ F yoa
_�,c1
\s v 1 & TRENCH ORA/N = I I I 'y- �1Rj::St'r��
e5 REBAR WITH .i.5 /M-Ei 57.D' Ca RICK L BARTH f VCY y,r 1
PE LICENSE NO. 36749 CO
CAPSLS V37972 UE �_���\. .4 �3 19.2' /� m� I I DATE: OB/14/20 ''� ,i
® � INV. 58.8' A/C 0(i '� �,.
•
5.5' WIT. COR. 11�1 IS' > U�i��
• 57.3' 8.5' PERVIOUS
1 \ STONE LOT 1 1 I I ��`i.•. �
'1'� CU 23.0' n • 57.2` • PATIO > I _
I �.\ �•.. 1-1 . . 8.• . ` 55.T AREA:'14,435 SO FT •/- -
DRIVEL 1 'I' I
\� 4 se.9' I
I i
s�. I I
1I 2B. �- 57.2' `58.7' li
DO'• \- x I SURVEYOR' S CERTIFICATE:
�8,0 k� \ \ I •I I. THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE ELEVATIONS,
GRADING I •
A" \ I X I I SNOWBUNNY NSUBDIVISION D DRAINAGE FWERERDEVELES SHOWN
ED FROM OF ESURVEYING THE PROPERTY CPROPERTY ONRIBED AS: OTHE T ISATE OF:BLOCK 2
U` 07/30/2020 AND ACCURATELY DEPICT THE ELEVATIONS EXISTING DURING THE SURVEY. THE
I z I • ELEVATIONS MAY CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE, UPHEAVAL,
4- SETBACK- X EROSION, ACTS OF MAN OR OTHER FACTORS. THEREFORE, THIS CERTIFICATE MAY NOT
p ACCURATELY DEPICT ELEVATIONS, GRADING AND DRAINAGE PATTERN AFTER THE DATE OF THE
-I-\ I SURVEY. EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE. NO PART OF THIS
1 s LOT LIES WITHIN THE 100-YEAR FLOODPLAIN AS DEFINED BY FEMA, EXCEPT AS NOTED.
I�, �'� •-•.5' UTILITY EASEMENT BK 181, PG 255-•-•-•J X 1
k
1 f -X-X-X-X-X X-X-X-X-X-X-X-X-X-X-X- �i�'�
ROOF HEIGHT OVER TOPOGRAPHY _ ;5/8' STEEL PIN 11- 4...MiIAI1TiC�a�.
\ rn e5 REBAR WITH, S 89'S8'00'W 78.12' I ® MICHAEL P. L �7 L"
_ 1 a 1.25' ORANGE X •�
ELEVATION ELEVATION OF ELEVATION OF ROOF HEIGHT ACTUAL ROOF FIELD ROOF FIELD GRADE CAP LS e37972 ? 87972
LABEL EXISTING GRADE PROPOSED OVER HEIGHT OVER MEASUREMENT MEASUREMENT DATE: OS/14/20
GRADE TOPOGRAPHY MOST I' X
RESTRICTIVE I //'h •a*'r�
1 7855' 0' 7855' 0' 23' 8 7/8' 7878' 8 7/8' 7878.96' 7854.72' * ® Oft:" -'
2 7855' 9' 7855' 9' 13' 5 5/8' 7869' 2 5/8' 7868.12' 7855.82' \
3 7857' 0' 7857' 2 1/2' 21' 6 3/4' 7878' 6 3/4' 7878.83' 7856.78' * ••
4 7857. 0' 7857. 2 1/2' 21' 8' 7878. 8' 7876.39' 7857.15' L O T 12
1
5 7856' 6' 7856' 6' 21' 3 1/4' 7877' 9 1/4' 7878.81' 7856.99' I OWNER: MCPHERSON, DOUGLAS J A SUSAN L
\
DATE SURVEYED: 12/2017
llf A S p E� REVISED: OB/2020
.14p7
I 'I:,. $T T T'>N E'? FILE NO.: 200435
CURVE Arc Delta Angle Chord Ch Bearing Radius Tangent 4J rS = CLIENT: GREEN LINE ARCHITECTS
CI 74.05' 32.36'35' 73.00' N I6.14.18'E 130.00' 38.03' CITY OF ASPEN GPS MONUMENT e10 � ` -
A1Orcriool e�UPON Thom nerncn N TORADO LW YOU LAT WITHIN NICc"N!LEGAL
E EARS
nWW A9PENS2 Asp. NET ,HMO YOU FIRST DISa7 SUalax DEFECT.i PLAT
219 52 G.wn.e22 Asp.N.CO 616,1 BASED IPaW ANY DEFECT x
920.926.39T6........9 ensarrey net i5 VDiD it xDr. m2aED eiTx TIE sEAL Dr THE
c INly Orly.ASPEN SURVEY job NN2020,z00455.9110wNSUILN00455 AS BUILT_08-12-20.,1-00N5rz020-0248 PN-scale 1:120.00