HomeMy WebLinkAboutFile Documents.1010 E Hyman Ave.0056-2020-BRES (15) \Di" "I, the undersigned Registered Professional Engineer, certify that I have inspected - ,,.
the as-built survey data for project site: 1010 E. Hyman Ave, Aspen, CO, 81611 °"°`:o° =.
and have concluded that the property will drain adequately in conformance with /1
�/ 5SM the drainage plan submitted and approved by the City on date: February 24, 2023
y/ �}' ,d's #5 REBAR 1006 E HYMAN AVE
Y �/ 38.941 '0 FOUND 1.25"0 PLASTIC CAP PARCEL#273718204801
/ Corten Edging VAN DEUSEN CONDO ASSOC. By: Date:
// / Kf:x:I:1 5. l m t • 39 51 APPARENT PARCEL BOUNDARY Paul J. Southworth January 30, 2024
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\\ K���1 or en •g ng PE License No. 60123
1 0.48
Permanent Revocable a�,'0).., g4o _ 5 ft Side Setback 5 Area Inlet
Encroachment License #24-0155 0)y a°•.v — 4 1 from Apparaent 41. 1
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1°3°,c° % ..it \ iiiitioti or en •gang c5
Flow Line / // J°CO CO . 41.45 212 S CLEVELAND ST a
.1 \\ "' Dry Well (Storm) i / \ i i' \ 49 SCM PARCEL#273718204003
/ t 70 Diameter �' / - =>a.,.s CS![�•7 LS 15710
�� WEST POND DRIVE LLC
Edge of Asphalt j' Grate:7939.60 \� ""� M` #5 REBAR
FOUND 1.25"0 PLASTIC CAP 5 Area Inlet
)' Capacity: 339 CF ,•ij��1r►ram-. / MN�p 41.20
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Top of Curb Inv:7933.33 (�r� 9r���r., �, HIM C51CYa
Inv:7933.30 n iiV i, / 4",__ °a / Maga5 Area Inlet 4" Tall Concrete
$ /' Downspout �\'9a �� Around AC Pad /
t a ii� Irl P ��0'��°�
e Electric P: of
/ / A\ Irrigation Box r�� �� -°,�/ °�, ""�°� �" o. 135�
f� y ems. 49,
EAT tvAu� / / Dry Well (Foundation) •�•/ l l�AC ^ Ala HIM ,'
/ Terraced Stone ° ° \ C91fL•7 C6lCX1 5.
(Public_Tr°r"red) / 40 Diameter '' Hardscaee L51[31 �� SraM Z'/ "' 40.55Area Inlet
(Asphalt) Solid Cover (Burled) 'r /,y�/ // d Window Well p °�� 1 1 3,. /
R1m:7936.90 I/ s9 / a Landing a 4\�y� --_
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Inv:7932.90 ,1� a I �� ° ;irr— \ 41.69
/ / > > n / 4" PVC Storm ;-.° ,e �" /
from A Setback
pparaent m a i• E_°NM
j y Drain Line (Typ) •� ' PI 10 Parcel t Front
Boundary 1% Electric leak >-' , PI 38342
�1►�_�►��� ` di� Meters CSbl1 ��< ys REBAR
B"0 SPRUCE ���� ` �� �� 'Budding 4e PVC ems�� FOUND 1.25"0 PLASTIC CAP
"0 ASPEN a"m51PRu ", l�'4 ` I FFE Foundation Corten Downspout s'� �i
1" Water Service / / w, -'4 4' 7942.96 Drain Line (Typ) Window 4 '-
(Flag Markings) / - w • Wells Elevated f //
� .� 2253 ��w, Downspout Hardscape / v �� \
l ' 1010 E HYMAN AVE Landing a \
/ PARCEL#273718147000 0" n \
"�< " PINE GLEN TOWNHOUSE CONDO ASSOC. Sanitary Cleanouts 11
F 11 Contour (Typ)
��2' i 10"o SPRUCE ;Y q ACREAGE.' 0.139 (Buried - Location Approximate / \////
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Exncretel
1 i 56.61' Driveway
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93 /,
Gutter / - 20,67,
Width � / I
EXISTING HOUSE i
7"0) RUCE / I
',. I Edge of /
V ,( Stairwell Gravel
/ 7"0 SPRUCE /
y / �� / Electric Service
/ ILLEGIBLE �1 ph
�. / Conduits
/ ILLEGIBLE
/ #5 REBAR 1/ /((l2n)st3a-lleincichb
Contractor
FOUND 1.25"0 PLASTIC CA \ 1. 5-ftfrom Apparentr /
y )/ �• \ Parcel Boundary EYy
'I \ Gas Service Gravel)
/ / ' IlIIIIIIIh,,,.,
(Paint Markings)
� Gas Meters /
"I, the undersigned Registered Land Surveyor, hereby certifies that the elevations, / I / o /
grading and drainage features shown of the property descirbed as: 1010 E Hyman /1 (�' 1 ts \ilk
Ave, Aspen, CO 81611 were developed from surveying the property on the date of "/ r /
depictexistingduring uii. % Telephone and 7
December 5, 2023 and accurately the elevations the
survey. The elevations may change subsequent to the survey due to subsidence, t. II v" , Electric Lines /
not upheaval,
erosion,
depictts of man elevatons,orother ffaacdtorrs. Therefore,aa this
rn aftercertificate
date of 9"m SPRUCE _.eif&\l µ �,e b (Paint Markings)
the survey. Easemnts are gradingshown perlat unless notee d otherwise. No part of B"0 SPRUCE ` /��� y Ir ; /
this lot lies within the 100- flood lain as defined b FEMA, except as noted. 5-ft Side Setback I �.rr rya• V� . ��'� 4 1015 E HOPK/NS AVE
P y P from A argent ���� ���II Ni ` �� #
` PP Y •�7 ►� • N f ucE ' I/ ♦ r , PARCEL 2TOWNH MES
For and behalf of PLS Seal it Parcel Boundar 8"0 SPRUC �lii "'� ��� rr `� C/MARRON TOWNHOUES
.600 yrr I . _4.�� I� •�•�� CONDO ASSOC.
Notes: '/�• -" i'4r:. $"O,ASPEN /"/- I._ 4-vr. �� py
e t7 r 10"0 SPRUCE 7,.AT,PEN i' I� �1V \ �7/ �i : / l I
1) All spot elevations shown are to finished grade. Spot elevations are shown y 38274 0 /, ��I
♦ r> I / /
r :L, 1 ) �p. IlItruncated for display purposes. Add 7900 to all shown spot elevations. rr•., o1/3v2o24:
2) INV = Invert, TYP = Typical terry,•••„ 1016 E. HYMAN AVE •• •' i i// /
3) Vertical data show hereon is relative to NAVD88 using Geold12A. rit�� iini+o:= PARCEL#273718111800 111
/ // .`" TEN SIXTEEN EAST HYMAN ! l4) This plan does not represent a land survey plat, improvement survey plat, or , ' •�.�,r i // /
boundary survey by the hereon signed surveyor. FOUND 1.25"0 PLASTIC CAP / // /
0538215 cchi // // /
PROP CORNER HCE Y _,,,/ // /
C Project Benchmark SCALE PROJECT PHASE:Initial Record Conditions DATE ISSUED:31.JAN.2024 """".r,rl
_OQ,p0;UaFNyrr RIVER CITY 1010 EAST HYMAN AVENUE
Southwest Property Corner f NO. DATE REVISION BY > :rpHso�r.,s rig
" ,' 1.25" Plastic Cap and #5 Rebar 0 5 10 _ =a°.+°� "'�':�a'* CONSULTANTS
UNCC Along East Hyman Road p_ ii 60123 `• ,f 215 P5) Avenue,Unit2O1 Phone:97O.241.4722
>' 'a Know what's below. NORTHING: 1495912.8010 I 1 HORIZONTAL 1 iif 9.,,e,-;" Grand Junction,CO815O1 werw.r e.1.°onl Fax:97O.241.8841 Grading and Drainage Certificate
wNw.uccc soep Cann before you dig. EASTING: 2628077.9940 4� I/;I/2°� e= DRAWN BY: PJS PROJECT: 2008-001
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE VERTICAL N/A rr"III YONALEI ,A CHECKED BY: AKT Grading & Drainage Plan
YOU DIG,GRADE,OR EXCAVATE FOR THE ELEVATION:7939.72 / C2
MARKING OF UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:C083-CF Zone (NAD83) CONTOUR INTERVAL: 1 FT \PROJECTS\20O8 Monlge Agnew ArahIteature\001 1010 Hyman\Survey\DWG\2O08-001 Drainage AS-BUILT.dwg 10%]1/31/2024 12:18.38 PM m....��"`"' ORIGINAL SHEET SIZE: 22 x 34