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HomeMy WebLinkAboutFile Documents.1010 E Hyman Ave.0056-2020-BRES (23) 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, l PARCEL#273718204801 grading and drainage features shown of the property descirbed as: 1010 E Hyman 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 V / 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 scM 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 License Number Added ^' #5P/BAR7 PARCEL BOUNDARY upheaval, erosion, acts of man or other factors. Therefore, this certificate may 38.941 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 I I this lot lies within the 100-yr floodplain as defined by FEMA, except as noted. rovi.e. rmanent 5 32z, 1 t 1 call out storm drain Paul J. Southworth December 14, 2023 p 38.98 39.58 Corten Edging revocable �/ elevation. 40.48 For and behalf of encroachment license a 2g9�\ PE License No. 60123 ---__ - PLS Seal number for snowmelt q41, in the ROW 0 5" Area Inlet ,'2')'- a K y7 41. 1 %1i♦ - .• 1 y 3 /� Corten Edging y 38274 Flow Line / II / �' - a g 41.45 212 S CLEVELAND ST ri 1s/14no23 t g N:\ Dry Well (Storm) / ' / 4q gq1 soM PARCEL#273718204003 4, ' / 70 Diameter �•�ie ® �5 RE8 LS 1AR WEST POND DRIVE LLC �4 ........ ,\`L p i / Edge of Asphalt Grate:7939.60' \�--;00 ,4 elearait.- o FOUND 1.25 0 PLASTIC CAP 5" Area Inlet / call out volume capacity. oO 1 / � ® 11114111111111p A P] 41.20 To of Curb z Inv:7933.33 �- �� r- ��i tee, it - LIEN MEN P f% w►� P Corten Edging 5" Area Inlet 4" Tall Concrete / Inv:7933.30 �i z 4 T, � .942,°,,>Po °�� 41.44 41.29 Around AC Pad dirifor...-A,,41711111;it....Z.A.icei.w. Ill/ II / 143 ►� rrigation Box ��t/� ►,�// �/ ° ° _sue o/ Electric Pedestal • / EASTHYMrINAVE � � Dry Well (Foundation) Or • qi f —I i 41.66 a" %' �: 40 Diameter iriTerraced Stone Elevated ° �,aw_ zi/r f�•=i3 4111W 41 64 / 5" Area Inlet �b��- > 111 !'�� Solid Cover Buried '�� Window Well Hardsca a 41.64 9� .3p / < gJ �4I ( ) "( / P 40.55 / �� Rim:7936.90 Iffj s / a Landin �s E �� .o sPRucE I�• 9�0 6/ g 4" PVC \\` /// ""ems Ef Corten Edging • Inv:7932.90 r�� �' 9 I Foundation / Volume Capacity Added ♦�• i 1 1 1 1 / ,1�\\\ ,� M 41.69 I/ „ q ,1l1 i Drain Line (Typ) ° / »M1 `\\ / j 4" PVC Storm e ssc a�) — �11 1 AV I // 5" Area Inlet Electric �' l #ssRE 3nir �(A- ,, �// 36.26Drain Line T��iiii. r ♦ / ( YP) Meters �' �� m FouN 1.2s m PLAsnc cAP u-/��IIIW ��Y�IIIPRucE `� ` Buildin Li Corten �/1Ir!i5- 0 `l._ 9 Window Elevated , 1 !f� 22Sg 942E96Wells Hardscape ingall out clean out 11Ij/ ', Downspout (Typ) Landing/ ..,„ Show location of all utilities existing on or serving the 1010E HYMAN ALE o surveyed property,as determined by observed evidence � PARCEL#273718147000 g p )(includin locates and otholes and observed evidence ( yP) 1I ji PINE GLEN TOWNHOUSE CONDO ASSOC. Contour Tn W_� These are not I together with evidence from plans obtained from utilityOO cr2fr �. P•-u E ,.`� ACREAGE 0.139 clean-outs.They are /' companies or provided by the client,along with markings by II' utility companies and other appropr ate sources(with CtroUCobte / �j►lir v downspouts that reference to the source ofinformation). urb e �/ penetrates belowS/o'e otherR� r grade and are � 1 \ Sg 6 connected to the Ex. Concrete Driveway 1.93• / �0�I E. 1 storm drain. Leaders Cufte ���'4 have been added to 20.67, Wldtbr—' , � the as-built clarifying this. ' . / �- % Existing Utility information added • . / / EXISTING HOUSE /' 7"0) RUCE Edge of Gravel Stairwell J • / 7"0 SPRUCE / / r1//////1//////// 11 WI' ILLEGIBLE ■ / ILLEGIBLE FOUND 1.25"0 PLASTIC CA f97/.]I.1FY 1<til 4,.**9*V; N _per .r,. . / t,.*\ 9"0 SPRUCE �. 18"0 SPRUCE ` / l�\' \C in, -•�� • �� Rle " -"- ��'r✓/ • 075 E HOPKINS ALE III -�,,,y��l �� •• PARCEL/273718204800 8"0 SPRUC r r �► CIMAPRON TOWNHOUES ucE �� ��♦� • CONDO ASSOC. 74 Notes: - R' _9117;A •,14 �� if ASPEN Vi� "`�.�o- it _:.—� / •/ 10"0 SPRUCE P N /� 1) All spot elevations shown are to finished grade. Spot elevations are shown truncated for display purposes. Add 7900 to all shown spot elevations. �t� - �■� re survey to two City of 2) INV = Invert, TYP = Typical 1016 E HYMAN AVE ..: �I1.'.'�•_�1 /. �penMonuments. 3) Vertical data show hereon is relative to NAVD88 using Geoid12A. PARCEL#273718111800 "\ 1 TEN SIXTEEN EAST HYMAN �� \ I FOUND 1.25"0 PLASTIC CAP I q5 REBAR CoA monument ties added iqui S 38215 r; PROP CORNER HCE 411m■ Y *Project Benchmark SCALE PROJECT PHASE:Initial Record Conditions DATE ISSUED:I4.DEC.2023 \p 40 Southwest Property Corner (FEET) NO. DATE REVISION BY _o�FApHasoeF2srI4 RIVER CITY I010 EAST HYMAN AVENUE UNCC 1.25" Plastic Cap and #5 Rebar 0 5 10 0.5 �'0:02', c o N s u L r A N r s 1111 Along East Hyman Road ©_ , I J I 0 60123 i 215Pitkin Avenue.Uni1201 Phone:970.241.4722 �+/ M NORTHING: 1495912.8010 1 HORIZONTAL ,..Q Grand Junction.C081501 www.mcwesLcom Fax.970.241.8841 Grading and Drainage Certificate CALL 2DGUSINESS DAYS A ADVANCE ORE ELEVATIOFOR THEN: 9940 VERTICAL:N/A ,/t/'lrp on;A�o+'oR CHECKED BY: AKT 14/f4el' DRAWN BY: PJS PROJECT: 2008-001 Grading & Drainage Plan MARKING OF UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:C083-CF Zone (NAD83) CONTOUR INTERVAL: 1 FT S:\PROJECTS\200B Monique Agnew Architecture\001 1010 Hyman\Survey\DWG\200B-001 Drainage AS-BUILT.deg[ 112/14/2023 2:32:54 PM `\\\\,,.. ORIGINAL SHEET SIZE: 22 x 34