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HomeMy WebLinkAboutFile Documents.1010 E Hyman Ave.0056-2020-BRES (14) 7006E HYMAN AVE "I, the undersigned Registered Professional Engineer, certify that I have inspected "I, the undersigned Registered Land Surveyor, hereby certifies that the elevations, 273718204801 grading and drainage features shown of the property descirbed as: 1010 E Hyman PARCEL# the as-built survey data for project site: 1010 E. Hyman Ave, Aspen, CO, 81611 Ave, Aspen, CO 81611 were developed from surveying the property on the date of / Corten Edging VAN DEUSEN CONDO ASSOC. and have concluded that the property will drain adequately in conformance with December 5, 2023 and accurately depict the elevations existing during the 39.51 SGM the drainage plan submitted and approved by the City on date: February 24, 2023 surve The elevations ma Chan a subse uent to the surve due to subsidence, / Ls 29030 Y• Y 9 q Y #5 REBAR PARCEL BOUNDARY upheaval, erosion, acts of man or other factors. Therefore, this certificate may 38.94� FOUND 1.25"0 PLASTIC CAP not accurately depict elevations, grading and drainage pattern after the date of / _____ ■ By. Date: the survey. Easements are shown per plat unless noted otherwise. No part of 5.32z, 1 t 1 call out storm drain Paul J. Southworth December 14, 2023 this lot lies within the 100-yr floodplain as defined by FEMA, except as noted. provide permanent 38.98 = Corten Edging �� q, elevation. revocable \ 40.48 For and behalf of 9 ___ _ PLSSeal PE License No. 60123 encroachment license __ - a 2g \ � number for snowmelt in the ROW = a, tl ° 5" Area Inlet pPDO \\', o ° -- .°:•r1ffID� �h a K y7 41. 1 i�'• �M j' 5�.. t. V y 3 /./ NOttffi — Corten Edging y 38274 Flow Line / // / �' \ ag 41.45 212 S CLEVELAND ST ri • 1s/14no23 t ' g:7 a," Dry Well (Storm) \ ' 4q gq1 Son PARCEL/273718204003 4, ' / 70 Diameter SIRN�s,p / ® �LS 5 REBIAR WEST POND DRIVE LLC �4�,\`" p 16 Edge of Asphalt j Grate:7939.60' \� o -_ 19 FOUND 1.25'0 PLASTIC CAP 5" Area Inlet —/ call out volume capacity. Sao' `�Li 41.20 To of Curb z Inv:7933.33 r� rs 2;.�e, � P ` w►� LIEN MEN Corten Edging 5" Area Inlet 4" Tall Concrete / ,-- * Inv:7933.30 /-7 �i - ��/� 94z,°, N ° � 41.44 41.29 Around AC Pad / I/ Irrigation Box �� ►/, i /Iul � ' ' ram,Ss ��� 9 i� A 4 ° �s � 0L49 / • 41.64 Electric Pedestal Dry Well (Foundation) /, 4$ /C 17r 41.66 " "� 18AI.S�'HIMA NAVE ' �: 40 Diameter / /1 —.! Terraced Stone Elevated ° aa_ �«°`r° ® 5" Area Inlet�����(A Lsph > iliA !'�� Solid Cover Buried '�� Window Well Hardsca a 41.64 ,e 3p Rim:7936.90 If s / a"' Londin �sE�� o SPRUCE I ��o �� / 9 4" PVC / ` ""tee E Corten Edging ♦ � : Inv:7932.90 r' �'1 II 9 Foundation 4i I 41.69 +,s o 41, '1 Drain Line (Typ) 1 M� RM ` j ���� �� a / �� VA f 4" PVC Storm Electric '�[1/� ssc 1) �� 1 A 5" Area Inlet / PLS 3 34 Y 1 �� � V1 1 ►-47 Drain Line (Typ) Meters f IV #s RE `� I (A i Nit� ._ � 36.26 FouN 1 2s m PLASTIC CAP / / ..l�IPAO CI PRUCE ` BuildingCorten �/ .� Ir!�5 2 `1'' FFE ndow Wells Elevated A Hardsca e /� 2,g ,7942.96, i 1 •�' �� ,p 8' Downspout (Typ) Landing / -'° / Show location of all utilities existing on or serving the / r ;a � 1010E HYMAN AVE surveyed property,as determined by observed evidence PARCEL 273718147000 t►.='• 1 # (including locates and potholes)and observed evidence l �.� PINE GLEN TOWNHOUSE CONDO ASSOC. Contour (Typ) �►' _ together with evidence from plans obtained from utility C hQ2' / m P � �` e n ACREAGE' 0.139 companies or provided by the client,along with markings by Mau ete f°/I i "•-U E utility companies and other approprate sources(with Curb n tab/e / ��� v reference to the source of information). Siae Gatter U. •,*• Walk *gNib \ 566j, Ex. Concrete Driveway Gut1.ter :/ 4?'o1 20.6 • Wi ter , 7 at � EXISTING HOUSE / /' 7"0� RUCE I Edge of Gravel VStairwell / 7"0 SPRUCE ILLEGIBLE ■ / / ILLEGIBLE i FOU ND REBAR FOUND 1.25"0 PLASTIC CA 4 `247.11,A), .. i.. 1.. .-- ?-. . • • • • 1 levil („„..- , •, ......-,,,,,,-.. _per: ; ►►= •�,,,,. _ / ► +..• 9"0 SPRUCE ,. 18"0 SPRUCE ` it t"k\' \C /. `'�� �� R`° "- - 'r✓/ 075 E HOPKINS ALE � NZ%y �� PARCELJ�2737782048008"0 SPRUC �Ir CIMARRON TOWNHOUES I • ' UCE �� • ���� it CONDO ASSOC. Notes: Gi f_- ACZifi."•• ASPEN V4 ' �' it _,,kt:—� •/ 1) All spot elevations shown are to finished grade. Spot elevations are shown 10"0 SPRUCE P N /� truncated for display purposes. Add 7900 to all shown spot elevations. its - �■1 te survey to two City of 2) INV = Invert, TYP = Typical 1016 E. HYMAN AVE .: �I1. .'�•_�1 /. pen Monuments. 3) Vertical data show hereon is relative to NAVD88 using Geoid12A. PARCEL#273718111800 '\ TEN SIXTEEN EAST HYMAN \ �� \\' �. FOUND 1.25"0 PLASTIC CAP I H5 REBAR • S 38215 r; PROP CORNER HCE ,Ile■ Y *Project Benchmark SCALE PROJECT PHASE:Initial Record Conditions DATE ISSUED:I4.DEC.2023 \p 40 Southwest Property Corner (FEET) N0. DATE REVISION BY _a.9......'s'oeF2sl', RIVER CITY I010 EAST HYMAN AVENUE UNCC L25" Plastic Cap and #5 Rebar 0 5 10 °•' 00�4• C O N S U L T A N T S Ill Along East Hyman Road ©'_ I J 60123 i 215 Pitkin Avenue,Unit 201 Phone:970 241 4722 �+/ M NORTHING: 1495912.8010 i HORIZONTAL vf/.Q % Grand Junction,CO81501 www.mcwesLcom Fax.970.241.8841 Grading and Drainage Certificate CALL 2DBUSINESSDOR�AA�T•CCB•ORE FOR THEELEVATION: 9940 VERTICAL:N/A ]/1/',rp on..... ,t -" DRAWN BY: PJS CHECKED BY: AKT PROJECT: 2008-001 Grading oc Drainage Plan MARKING OF UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:C083—CF Zone (NAD83) CONTOUR INTERVAL: 1 FT S:\PROJECTS\200B Monique Agnew Architecture\Oo1 1010 Hyman\Survey\DWG\200B-001 Drainage AS-BUILT.awg[ 112/14/2023 2:32:54 PM `x\\\,,,w. ORIGINAL SHEET SIZE: 22 x 34