HomeMy WebLinkAboutFile Documents.1010 E Hyman Ave.0056-2020-BRES (13) "I, the undersigned Registered Professional Engineer, certify that I have inspected
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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
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Ls 2903D the drainage plan submitted and approved by the City on date: February 24, 2023
5 REBAR 1006 E. HYMAN AVE
N 38 941 _,-, FOUND 1.25"0 PLASTIC CAP PARCEL/273718204801
/ Corten Edging VAN DEUSEN CONDO ASSOC. By: Date:
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38.98 5'3z° t t 395: APPARENT PARCEL BOUNDARY Paul J. Southworth February 12, 2024
/ g39 4_29,z``\ CorWEN I ten Edging PE License No. 60123
Permanent Revocable 0 a 7940 5-ft Side Setback
5" Area Inlet
Encroachment License " r) °moo' .Z� N/ from Apparaent
Reception No. 700421 / .9 rn 3`o '/ 41.21
p �/' n Y`3 KfiI7a o ` r Parcel BoundaryVAA
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Flow Line / // . / 7/� 4g 41.45 212 S CLEVELAND ST c
/ / i` ' Dry Well (Storm) i /_ \ /�I aq r SUM PARCEL#273718204003
V 70 Diameter /// a"ems" �� LS 15710 WEST POND DRIVE LLC
g p Grate: % FOUND 1.25"0 PLASTIC CAP 5 Area Inlet
Edge of Asphalt /�°�, R5 REBAR
Capacity 339 CF it i, �M c
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Top of Curb / / Inv:7933.33 �r ® �� MM. /®
V Inv:7933.30 n e m �, 41.44n Edging 41 9rea Inlet Arounld AC Pade
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`� ,t / j ° Downspout rc°- \° °0,4
\ / Irrigation BoxJ s a �/ yl -o s'�TMs ,/ " 0 7 41.64 Electric Pedestal
LA�THYM NAl� 1 . Dry Well (Foundation)��• �//1Opt /— EliEN ,s/.��� 4 �
(Ptrblic_Zasal 40 Diameter Terraced Stone Elevated °
Jiri Window Well 2�9' ® ® 5" Area Inlet
(Aaphelt) Solid Cover (Buried) ► ( o Hardscape 41.64 , ° e 40.55
: Rim:7936.90 ''�I y� , Landing ° �� /
/ 1a 0 SPRUCE ! 'B I N�/ri Vent Housing / � �s ❑E Corten Edging
Inv:7932.90 11�� A I ��
M I 1 I ua�� v. 41.69
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10-ft Front Setback 1 � v� Drain Line T Electric l
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from Apparaent � �i/ 5" Area Inlet Meters a�F g5 REBAR
7// 36.26 4' PVC
pp PRUCE �� ��� _� Building A�s! FOUND 1.25'0 PLASTIC CAP
Parcel Boundary J 9 °,
m ASPEN <,� 6PRu FFE Foundation Corten Downspout
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1" Water Service / 1 -a, WO- �7942 96 Drain Line (Typ) Window s,\ I
(Flag Markings) ii, Wells Elevated
�I > 22.53w,'�", Downspout Hardscape I / \ y-_s,, I
l � ��r n� 1010 E. HYMAN AVE Landing \�
��� PARCELJ�273718147000 a �l
a4 I( , �� PINE GLEN TOWNHOUSE CONDO ASSOC. Sanitary Cleanouts ° F _ Contour (Typ)
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s;,C ACREAGE 0.139 (Buried - Location Approximate /' \\ — v
10"4 SPRU E M °i
L1oun ete a, [ Observed by Contractor
Curb tpble / During Construction) \ I
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S/deW4��ter o'o SPRUCE 56 Ex. Concrete '",
61' ✓/20 67 1
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/ EXISTING HOUSE •
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7"0) RUCE �
/ ;� I Edge of /
)1 IStairwell Gravel
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/ 7"0 SPRUCE
/ / Electric Service
/ ILLEGIBLE NM 10. -N / (2) 3-inch Conduits
/ / ILLEGIBLE 1/ 5-ft Rear Setback / (Installed by Contractor)
#5 REBAR
/ FOUND 1.25"0 PLASTIC CA Ir ;\ from Apparent
Parcel BoundaryEY
I �_�� Gas Service ( ve.0
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r�`ro (Paint Markings)
Vritoif7t, Gas Meters
"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 Hyman S / /
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 I• `. v 41r .'11
�y (Paint Markings) 1)1
9"0 SPRUCE %
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 •
this lot lies within the 100-yr floodplain as defined by FEMA, except as noted. 5 ft Side Setback I I a �� - Air • ' 1015 E HOPKINS AVE
from Apparaent ! , PARCEL#273718204800
For and behalf of _ PLS Seal Boundary 8"0 SPRUC ucE n CIMARRON TOWNHOUES
Parcel '1-• ��
_ "p, = l,w '!�1 CONDO ASSOC.
erg° �w'l N.l._ \
Notes: %��4.95-Z' rrr A 4NPEN I %
i//; �' "'nY'1�• 10"OSPRUCE v' \ /
1) All spot elevations shown are to finished grade. Spot elevations are shown 4, . , • > �. �� // /
truncated for display purposes. Add 7900 to all shown spot elevations. Sr • a 38274 ; i ��; --' / / /
2) INV = Invert, TYP = Typical rr":• ov,vzoza: 1016 E. HYMAN AVE lFWt."t*Iii /' //1 /
3) Vertical data show hereon is relative to NAVD88 using Geoid12A. ry.1,'••......••• PARCEL#273718111800 // /
4) This plan does not represent a land survey plat, improvement survey plat, or �4%.y :- TEN SIXTEEN EAST HYMAN \ • 1 '�•� 1 T/ /7
boundary survey by the hereon signed surveyor. FOUND 1.25"0 PLASTIC CAP / //
#5 REBAR eU / /7 /
LS 38215 cif / // /
- PROP CORNER HCE Y
Project Benchmark SCALE PROJECT PHASE:Initial Record Conditions DATE ISSUED:12.FEB.2024 ""`ar
e . Southwest Property Corner s NO. DATE REVISION BY = o P�"o'cFNsnrri _ RIVER CITY1010 EAST HYMAN AVENUE
1.25" Plastic Cap and #5 Rebar0 5 10 %c; 'etacoNsu ANTsUNCC Along East Hyman Road :1111rand
5 PiIXin Avenue,Un8201 Phone:975.241.4T22
ena MlarSbelow NORTHING: 1495912.8010 I ' HORIZONTAL t;� 9 PA' Jundion,CO81501 .r«"ee1.corn Fax:9➢0241.8841 Grading and Drainage Certificate
e°°sc9 87 CH„, „„ , llbefore yeudi EASTING: 2628077.9940 l?o`••:3/12/2`.1/e_ DRAWN BY: PJS PROJECT: 2008-001
CALLMARKING DIG, UNDERGROUND MEMBER UTILITIES. DATUM BUSINESS DAYS IN ADVANCE BEFORE TSOU•RCE.C083-CF Zone (NAD83) CONTOUR 7939.72 INTERVAL: 1 FT Agnew yrnae\s°r"ey�owc�zoos-om Drainage As-BmLTa" 5%]z/iz/zoza i2,oaas PM rrrrr'r y�°\;"�'G��' CHECKED BY: AKT Grading & Drainage Plan C2
s:APROJECTS\zo08 Monique A Architecture 1010 e g[ ORIGINAL SHEET SIZE: 22 x 34