HomeMy WebLinkAboutFile Documents.1010 E Hyman Ave.0056-2020-BRES (12) °P"""'" "I, the undersigned Registered Professional Engineer, certify that I have inspected
o ry'SE/
the as-built survey data for project site: 1010 E. Hyman Ave, Aspen, CO, 81611
, and have concluded that the property will drain adequately in conformance with/ ^� ��/
�s 29030 the drainage plan submitted and approved by the City on date: February 24, 2023
5 REBAR 1006 E. HYMAN AVE
N 38 941 _S FOUND 1.25"0 PLASTIC CAP PARCEL/273718204801
/ Corten Edging VAN DEUSEN CONDO ASSOC. By: Date:
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38.98 5'3zq t t S9 5: APPARENT PARCEL BOUNDARY Paul J. Southworth February 8, 2024
l 7g39 449g``` I Corten Edging PE License No. 60123
/Permanent Revocable u, a 794D 5-ft Side Setback
Encroachment License �o' oApparaent5" Area Inlet
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/ / \� Dry Well (Storm) i /_ \ ,� 47C r 4GM PARCEL# 204003
70 Diameter .- /// sn,"�sraM �� LS 15710 WEST POND DRIVE LLC
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Edge of Asphalt R5 REBAR
Capacity 339 CF it i, �M c
r 4iir. coal 41.20
Top of Curb / z Inv:7933.33 �r ® �� ►clr.:
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J Window Well 2�9i ® ® 5" Area Inlet
(4aphelt) Solid Cover (Buried) ► [ Hardscape 41.64 °� e t t 40.55 /
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A 5' Area Inlet PLS 38342
from Apparaent ( N �- ��N 0 36.26 4" PVC Meters ��°,-- a•• qs REBAR
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1)11 PARCEL,273718147000 a \l
"� I( ( �� PINE GLEN TOWNHOUSE CONDO ASSOC. Sanitary Cleanouts ° F _ I Contour (Typ)
Co C�2' / m sP;,C ACREAGE 0.139 (Buried - Location Approximate /' \ — v
10"4 SPRU E °iMoue ete ) ", [ Observed by Contractor \Curb toble / During Construction)
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1 \ 61' Driveway ✓1.93, / i
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ILLEGIBLE i11111111111414. �!! 4 / / i (2) 3-inch Conduits
/ LLEGIBLE li 1/ 5 ft Rear Setback (Installed by Contractor)
y/ #5 REBARFOUND 1.25"0 PLASTIC CA I • from Apparent 14.:
� Parcel Boundary
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"I, the undersigned Registered Land Surveyor, hereby certifies that the elevations, o j
grading and drainage features shown of the property descirbed as: 1010 E Hyman41 / 1 /
Ave, Aspen, CO 81611 were developed from surveying the property on the date of r \ /
December 5, 2023 and accurately depict the elevations existing during the I _ Telephone and
survey. The elevations may change subsequent to the survey due to subsidence, ! �_ Electric Lines /
upheaval, erosion, acts of man or other factors. Therefore, this certificate may �w `. � n �y (Paint Markings) /
9"0 SPRUCE 7
not accurately depict elevations, grading and drainage pattern after the date of 18"0 SPRUCE _ p '��
the survey. Easements are shown per plat unless noted otherwise. No part of :h ' ••
this lot lies within the 100-yr floodplain as defined by FEMA, except as noted. 5 ft Side Setback I I revia �e� - NY • j 1015 E HOPKINS AVE
from Apparaent ! 1 l PARCEL#273718204800
For and behalf of _ PLS Seal y 8"0 SPRUC' ucE n CIMARRON TOWNHOUES
Parcel Boundar y - ��
�o?P°O•.. .4_ •��� CONDO ASSOC.
PANPEN %/
1J) All spot elevations shown are to finished grade. Spot elevations are shown '� 38274 5 0 SPRUCE /' // /
truncated for display purposes. Add 7900 to all shown spot elevations. :• 02/09/2024 r I —1 // / ,! /
2) INV = Invert, TYP = Typical •'11•'"••.•.....•• 1016 E HYMAN AVE I1 -- a' i/j /
3) Vertical data show hereon is relative to NAVD88 using Geoid12A. • Lnoy� PARCEL#273718111800
4) This plan does not represent a land survey plat, improvement survey plat, or TEN SIXTEEN EAST HYMAN 4 •f 1\—_'�•� .1 i //
boundary survey by the hereon signed surveyor. FOUND 1.25"0 PLASTIC CAP / //
#5 REBAR eU / /% /
LS 38215 cif / // /
- PROP CORNER HCE Y
Project Benchmark SCALE PROJECT PHASE:Initial Record Conditions DATE ISSUED:08.FEB.2024 Tol
e . _s_Southwest Property Corners NO. DATE REVISION BY = a�PDOSD�CFYs^��ii RIVER CITY 1010 EAST HYMAN AVENUE
1.25 Plastic Cap and #5 Rebar 0 5 10 y co/�°" y4op��* C O N S U L T A N T S
UNCC Along East Hyman Road _ ,•' 6o12a .•. i 215PiIXin Avenue,UM 201 Phone:970.241.4722
lewY.wengbelow NORTHING: 1495912.8010 I HORIZONTAL .,TJ•��t �\ _ Grand Junction,CO81501 ,w,,.,.rawest.corn Fax:9➢0.241.8841 Grading and Drainage Certificate
www,„,. ee Cell before yeudig. EASTING: 2628077.9940 �i 3ig./.?y`��. DRAWN BY: PJS PROJECT: 2008 001
CALL
YOU2DBG,SGRADEDORS IN ADVANCE EXCAVATE FOR THERE ELEVATION:7939.72 VERTICAL:N/A /411 y0n"eH CHECKED BY: AKT Grading & Drainage Plan C2
MARKING OF UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:C083-CF Zone (NAD83) CONTOUR INTERVAL: 1 FT s.\PROJECTS\2008 Monlgae Agnew Armueemre\001 1010 Hyman\survey\DWG\2008-001 Dr000ge AS-BUILT.dwg[7,%]2/2/2024 12:40.38 PM ORIGINAL SHEET SIZE: 22 x 34