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HomeMy WebLinkAboutFile Documents.1010 E Hyman Ave.0025-2022-BCHO (13) A STEEPLECHASE CONSTRUCTION INC 0124 Totterdown Road Aspen,CO 81611 970.319.3936-cell From:Scott Wenning<scott.wenningPasaen.gov> Sent: Friday, February 18, 2022 12:34 PM To:Jerry<jerry@steeplechaseconstruction.com> Cc: Bob Narracci<bob.narracci@aspen.gov>; Carly McGowan<carly.mcgowan@aspen.gov> Subject: RE: 1010 E Hyman - Permit: 00056-2020-BRES Hello Jerry, The existing master permit is 0056-2020-BRES.There are two change orders.0048-2021-BCHO and 0070- 2021-BCHO. None of the permits show a new electric service line.The property will need to add the electric line work to the existing building permit within a change order.The following information is needed in the building permit submittal.Additional questions regarding this electrical service aspect of the building permit can be directed to Carly(copied on this email). Transformers Installation of a new service line to an existing transformer: 1. Show existing service line and current transformer. 2. Show the proposed service line and trench. 3. Show the existing easement which serves the existing transformer. If the existing transformer does not have appropriate easements or access it may not be permitted to be utilized. 4. Coordinate with City of Aspen Electric. Contact info httos://www.citvofasoen.com/182/Electric . Provide written documentation stating that there is adequate capacity and lugs in the existing transformer to support the new development. 5. Provide load calcs for the existing transformer with the proposed service line. 6. Show asphalt trenching in the alley if appropriate.Show any utility crossings. I do not think this requires a SUE but verify lengths of the trench. If a SUE is required the plan needs to be stamped by an engineer. A project is classified as a Subsurface Utility Engineering(SUE) project if it meets all of the conditions below.See section 7.5.1 of engineering standards for more info 1. The project involves a construction contract with a public entity 2. The project involved primarily horizontal construction and does not involve primarily the construction of buildings 3. The project has an anticipated excavation footprint that exceeds two feet in depth and that is a contiguous one thousand square feet OR involves utility boring 4. The project requires the design services of a licensed Professional Engineer. There is an existing electric permit 0209-2020-ELEC all information on the new meters needs to be incREiCEIVED 2.J) 05/02/2022 08/15/2022 mmmulmAaAS PEN imp BUILDING DEPARTMENT the electric permit. Once the information is reviewed and approved within the existing building permit,you can submit for a ROW permit(https://www.cityofaspen.com/1034/Encroachment-Right-of-Wav-Information) at least a week or so before construction is scheduled.You can contact me about any questions related to the ROW permit. Thanks 1�d j k N,�fig% CITY OF ASPEN Scott Wenning, P.E. Project Manager I Engineering Department (C):970.987.1274 Please note that my email address has changed to scott.wenning@aspen.gov. The City of Aspen is moving to a more secure and identifiable .GOV address for public communications. Please update your email contacts. From: Bob Narracci<bob.narracciPaspen.gov> Sent: Friday, February 18, 2022 10:30 AM To:Scott Wenning<scott.wenning@asaen.gov>;Jack Danneberg<jack.danneberg@aspen.gov> Subject: FW: 1010 E Hyman - Permit: 00056-2020-BRES Scott and Jack, Please see Jerry's email below. Thank you again! Bob 00/0 4,11,0 CITY OF ASPEN Bob Narracci (He/Him/His) Zoning Administrator I Zoning Division I Community Development Department (0):970.429.2754 www.aspen gov IDI RECEIVED r08/1eel" 05/02/2022 5/2022 j imp FORCattAIWIJANCE ASPEN BUILDING DEPARTMENT Please note that my email address has changed. The City of Aspen is moving to a more secure and identifiable .GOV address for public communications. Please update your email contacts. My typical in-office hours are Monday-Wednesday,8:00 a.m.—4:30 p.m.I work remotely Thursday and Friday,8:00 a.m.—4:30 p.m. Our Values:Stewardship I Partnership I Service I Innovation Notice and Disclaimer: This message is intended only for the individual or entity to which it is addressed and may contain information that is confidential and exempt from disclosure pursuant to applicable law. If you are not the intended recipient, please reply to the sender that you have received the message in error and then delete it. Further, the information or opinions contained in this email are advisory in nature only and are not binding on the City of Aspen. If applicable, the information and opinions contained in the email are based on current zoning,which is subject to change in the future, and upon factual representations that may or may not be accurate. The opinions and information contained herein do not create a legal or vested right or any claim of detrimental reliance. From: Community Development<plannerofthedayPgmail.com> Sent: Friday, February 18, 2022 8:15 AM To: Bob Narracci <bob.narracci@cityofaspen.com> Subject: Fwd: 1010 E Hyman- Permit: 00056-2020-BRES Forwarded message From:Jerry<ierrvPsteealechaseconstruction.com> Date:Thu, Feb 17, 2022 at 5:53 PM Subject: 1010 E Hyman- Permit:00056-2020-BRES To:planneroftheday@gmail.com <plannerofthedayPgmail.com> Cc:Jay<jayJsteealechaseconstruction.com> Hello there, Planner of The Day ! As part of the remodel on this permit,we will need to upgrade the electric service. The image below shows the approximate path from the home to the transformer. Can you please help me determine the proper person with whom I should communicate in order to understand the requirements for the possible excavation along the alley, down toward the transformer? Thanks very much for any guidance you might be able to provide ! RECEIVED rwt � 05/02/2022 5/2022 J FORCUMWINHJANCEAS PEN imp BUILDING DEPARTMENT • C.•, T -,/, ' .Aft 4• NS 4 , I •r ✓ • 'so , 41r IIV 1 y 1 • J r v 111V.-:... ... • • fir . ,E,,,,, . .0,44 ... -. .Asio. p Sr � t 66 • . o; . -rf l► ii f )l 1 1Asp Or81611 . * t\IV.fi •i i As-„,a 1611 ' r _ t3 1016• • • t .4 ' . , ei. .. =,_ • I Iio,a � 1. ..... 1 ivi, ‘ . , , 4 - 11p.'d 1 • E . Aid: _ t _ ' Niel ii 4 1020 Jerry Thomas General Manager A STEEPLECHASE CONSTRUCTION. INC. 0124 Totterdown Road Aspen,CO 81611 970.319.3936-cell Notice and Disclaimer: This message is intended only for the individual or entity to which it is addressed and may contain information that is confidential and exempt from disclosure pursuant to applicable law. If you are not the intended recipient,please reply to the sender that you have received the message in error and then delete it. Further, the information or opinions contained in this email are advisory in nature only and are not binding on the City of Aspen. If applicable,the information and opinions contain in the email are based on current zoning,which is subject to change in the future,and upon factual representations that may or may not be accurate. The opinions and information contained herein do not create a legal or vested right or any claim of detrimental reliance. RECEIVED rIiviti 05/02/2022 15/2022 9i FOMMWMACEAS PEN imp BUILDING DEPARTMENT From: Jerry To: Monique Agnew Cc: Jky Subject: FW: 1010 E Hyman service upgrade Date: Wednesday,April 20,2022 1:11:58 PM Attachments: imaae001.ona imace002.ona image003.png Monique, Here is the confirmation that there is sufficient capacity on the transformer for our service upgrade, which I hope will meet requirement#4 below. Please let us know if we can provide anything else to support your submittal process. Thanks. Transformers Installation of a new service line to an existing transformer: 1. Show existing service line and current transformer. 2. Show the proposed service line and trench. 3. Show the existing easement which serves the existing transformer. If the existing transformer does not have appropriate easements or access it may not be permitted to be utilized. 4. Coordinate with City of Aspen Electric.Contact info https://www cityofaspen.com/127/Flertric Provide written documentation stating that there is adequate capacity and lugs in the existing transformer to support the new development. 5. Provide load calcs for the existing transformer with the proposed service line. 6. Show asphalt trenching in the alley if appropriate.Show any utility crossings. Jerry Thomas General Manager A STEEPLECHASE CONSTRUCTION. INC. 0124 Totterdown Road Aspen, CO 81611 970.319.3936-cell From: Ron Christian <ron.christian@aspen.gov> Sent:Tuesday, February 22, 2022 10:31 AM To:Jerry<jerry@steeplechaseconstruction.com>; Scott Wenning<scott.wenning@aspen.gov> Cc:Jay<jay@steeplechaseconstruction.com>; Kelly Crownhart<KCrownhart@raelectric.com> Subject: RE: 1010 E Hyman service upgrade a. �� i4` Li' kNED 05/02/2022 08/15/2022 J FORCORCCONFUNCEAS PEN imp BUILDING DEPARTMENT To: Ron Christian <Ron.Christian@aspen.gov> Cc:jerry@steeplechaseconstruction.com Subject: 1010 E Hyman service upgrade Good morning Ron. We are hoping to upgrade the service at 1010 E Hyman from 200 amps to 400 amps. Can you help use locate the Transformer for that House? Thanks, Kelly Crownhart (mobile) 970-618-4811 !, 5317 County Rd 154 Ste 201 Glenwood Springs,CO 81601 970_945_6500(F)970_945_0 rJ0 \--;NTERPRI S ES U- CAkUUNUALL. NC, RECEIVED NEVIIIENE� 05/02/2022 08/15/2022 j imp FOROGIXCUMANCE ASPEN BUILDING DEPARTMENT THIS STATEMENT BELOW FROM RON CHRISTIAN CONFIRMS THAT THE TRANSFORMER TO THE EAST OF 1010 E HYMAN ALLOWS A 400 AMP SERVICE Hey Jerry and Scott, yes I can confirm that we have availability in the transformer to the east of 1010 East Hyman property that you can get your 400 amp service from.Thanks, Ron From:Jerry<jerry@steeplechaseconstruction.com> Sent: Monday, February 21, 2022 10:54 AM To: Ron Christian <ron.christian@aspen.gov> Cc:Jay<jay@steeplechaseconstruction.com>; Kelly Crownhart<KCrownhart@raelectric.com> Subject: RE: 1010 E Hyman service upgrade Good morning, Ron. We'd like to move forward with preparing for this. Scott Wenning at the City has informed us that we are required to put this change on the master building permit, as a change order. Due to the elongated approval times of change orders, it's critical for us to get this process underway. Based on Scott's guidance (I'll send you his email right after I send this one to you), we need to ensure there is capacity on the existing transformer for the new service. Assuming there is, we will then need to plot the course of the trench on a site plan. Are you in a position to assist us with these efforts, Ron ? Jerry Thomas General Manager A STEEPLECHASE CONSTRUCTION, INC 0124 Totterdown Road Aspen, CO 81611 970.319.3936-cell From: Ron Christian <ron.christian@aspen.gov> Sent:Tuesday, February 8, 2022 4:22 PM To: Kelly Crownhart<KCrownhart@raelectric.com> Cc:Jerry<jerry@steeplechaseconstruction.com> Subject: RE: 1010 E Hyman service upgrade Hey Kelly,that house feeds out of a pedestal in the alley. If you want a 400 amp service you would have to trench down the alley to the east and take it into that transformer.Thanks, Ron From: Kelly Crownhart<KCrownhart@raelectric.com> RECEIVED Sent:Tuesday, February 8, 2022 9:23 AM � It1} 05/02/2022 08/15/2022 J a > AS PEN imp BUILDING DEPARTMENT 'L • 1. AERIAL IMAGE SOURCE: AUTOCAD 2022 CIVIL 3D GEOLOCATION MAP, _ 41111:4., • Ibilir ' NAD83 COLORADO STATE PLANE CENTRAL ZONE US FOOT / • - ii lir # • __ 11::22:;,,,I1,1)-_,\::::),-;-117,-,-- .4"144- -------__,_ . t ill° ...dike _--N,\ : --,'"7 I CFI BOUND I//r � E\LE'Cil://'-)- i .vI `' _ Ij � �, ��� [ (2) 3" PVC CONDUITS " vWiz, ,;C CONNECTTERS � ���� 24" COVER MIN. PLACE WARNING TAPE \� /� ,j TO EX. METERS 18" ABOVE CONDUITS. BA.STHYMANAVB , ��i / CONNECT TO EX. TRANSFORMER ii l l I l / AT END OF ALLEY APPROX. <__1"' "ri' '' 4� 100-FT TO SOUTHEAST.. / / ADHERE TO CITY OF ASPEN ����(SII Vh ' / / ENGINEERING STANDARDS • \,:/f)Y) EXISTING HOUSE- i SEPARATION REQUIREMENTS #iiiili�� / // / e� '� �� ��� .� / / / j/ / / l GRAVEL EL ALLEY IF Evaoei15/2022NLVE in) / I vacrsuw,� _ , \ _ 7 , `� .'. /// / // / / / l._ N� I -�� '�� 111M.11'. Ili 111 J'All,/,:1)1 A i / • • iiiiig . 111VM6: 1 4 3-FT WIDE TRENCH _ 411,111111ib. I I* r r �0.1111 0.� ______ EX. TRANSFORMER - • ill lila 1,111 4IPf *Project Benchmark SCALE PROJECT PHASE:Preliminary/Review Set DATE ISSUED:O4.APR.2O22 8' TBD «En �. REVISION MU RIVER CITY 1010 EAST HYMAN AVENUE U \� 0 10 20 -- C O N S U L T A N T S / ;©_ J 215 Pkkin Avenue,Unit 201 Phone:970.241.4722 N" rrmowwnat�sbelow. NORTHING: - H HORIZONTAL == cane Junction,coo1501 www.rocwest.com Faz:9]0.241.8841 Change Order No. 2 D oo «toee ...... 01 oIvn EASTING: - =- DRAWN BY: PJS PROJECT: 2008-001 1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE ELEVATION:- VERTICAL:N/A -- CHECKED BY: Electrical Line Sketch 1/, YOU DIG,GRADE,OR EXCAVATE FOR THE Osyil /2 0 2 MARKING OF UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:CO83-CF Zone NAD83 CONTOUR INTERVAL:0.2 FT S:\PROJECTS\2008 Monique Agnew Architecture\OO1 1010 Hyman\Design\DWG\05-Sheet\2008-oot Grading.dwg[Transformer]4/17/2022 5a8:07 PM ORIGINAL SHEET SIZE: 22 x 34 ASPEN BUILDING DEPARTMENT i , VI 1 1 1 / I /- l 3880 FLOW ARROW LEGEND PARCEL BOUNDARY _ p Existing Concentrated Flow I I a I / / -_ N I /I j g. °. �— ao 39 Existing Sheet Flow II II II I I II II � �� ryo eo ® Existing Utility Pipe Flow Direction - ,°o o// �o- Proposed Concentrated Flow \ I I I I I/ / / e° 940----- r \ 1 1 o I 4 a i / ;5' ,-1 Proposed Sheet Flow \ \ 1 1 I I /r //\ \ / g ► Proposed Utility Pipe Flow Direction I l l / sao- CZ \ \ I I / // -3gao \,— \\ \ \ \ I I II 1 4D' / 39. t' i I �l IIP --as.a0-- �3� /I A v Qv v V v I l v „ /I IA 1 )v I l/ •. lid -_9940" 39.97 ✓ // / J I \ / - \ `\ \ \ \\\\ \ \ \ \ 1 r \ 4�7P�7YA�AIVA�I i� �/ /�j ` 40. �1//:/ \ ) / \ \ \ 1 I \ \ \\ \ \ \ \ 1 1 //\ 1 I m // /I� �►1 4o a0' �o ,ffimm k I M I I/ •I 5D' sse zs I I I / �1I ko'�a 1 III 1 I -./ / �\ l [� d :\: vv 1v I I I ; y/ /( 1// l�� /_/) �o v vvv _v� v flu v:171 l / - ,, .. w1 ; �(/a� 'ter �v ��� l / / // v 4 .,:: /may �� 99Jv v ,� � 93�= ELEC. �� �I�/ Ai ' p i' "�� — 3s-_;. METERS 1/ \ \ 4/ / -' / 4 V A \ I 7 /,/ / � / �i;- ��/ l l l l l I l l l l / / / l 1 \ , A \ \\ e /,� �6t �� >��o / // jii� Ssao -r.--------1 l 1l ��. \ \ �\ , ®: .7 11 / / / "/ / J2�0\ I l l l l l l l l l l / l / \ \ \ I W I/ tati rev. \ ) //Y l_ ,- S�i 0 °�'ed °:Y \ ti° / /�// 3xzo ti v ° o / / I l l l I/ I I 1 I �II�I �T // / ti a mor,' 0 a o I �/ % ��\IV / / // ti a o � h EXISTING HOUSE a o d \ D os,rs 3qu U° �� Vv.v I ///// r-mi- { - I /r \ 11 / / % /y 1 y a I �/ eaAmoeuxr��:'�,r, �� ��s3s v �o \ „� �lli�l/IIII// drs3e.s1l 1111144Siskl 1 1 1 ,' 1 I ,I \ \ ' o y sp_ 1 \ \\\\\\I\ N\,✓ I \ 1 \/ /i // ,. VAA�\AAA �N v I l I l/ l / / / / ;l/ \\ I / �s$za� /V A V V / / N 6 4G eD N �// 4120 40. C ���� l / / / l / l i- 1' 1 I'—'1/1:1 /1 l / I . 'Ti.,\ p ar.ao • / l 1 / l / 1 / I I / •I \ / \ \ \ 'I / / 11/ l l �__--------41.6i _ l i • \ / / / l l / l / l / 1 l/ / I \ \�/ \ \ 1 : / -/94- ■ '_ _ / / / / I// e - ��" �\ \ ��� IIII / / / / \ yyyy - •-�� R:i �1/ _ 1 / / / / / / / / / / • / \ • Li l' re, l \ / / / / / / l / / l l /ZiC � / l l/ l ll l \I 1 _ e 1 l l l l / Il \ 4ti — pi 1 I liii , ,,, ,, , , ,___ ____ ,....„.1( i i �tiq i �� j ! j y pEj_ I I,�_- iIIA ibh !7 \\ 4-4 \\�\-\\\/ to / 9/ �D� �_,s t v III 1vittai 9 r`< ri ill 4 -Project Benchmark SCALE PROJECT PHASE:Preliminary/Review Set DATE ISSUED:04.APR.2022 "‘"`",q O" TED (FEET) NO. DATE REVISION BY _.�PP�Osou FNstif/ 0• 5 10 ;tea. ,,�;a RIVER CITY 1010 EAST HYMAN AVENUE _ _ o 9i1 , . C O N S U L T A N T S J C 215 PRkin Avenue,Unit 201 Phone:970.241.4722 Nirowwnrsbeloxt NORTHING: HORIZONTAL �o I-,-,r, Grand eun inn,coe15o1n.rw eeLom Fax.9]0.241.8841 Change Order No. 2 !RECEIVED eWo.unto a � ° FASTING: - / �i }°y"/yes?:• ' DRAWN BY:KTB/PJS PROJECT: 2008-001 C1s YG cvou2Dic�SeoE�oaEzcnvae ADVANCE ELEVATION: VERTICALN A g gl grading] ,41j4oq,c;�s.Ga_— CHECKED BY: IDG Grading Plan (� MARKING of UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:C083-CF Zone (NAD83) CONTOUR INTERVAL:0.2 FT S:\PROJECTS\2008 Monique Agnew Architecture Hyman Design\DWG\05-sheet\2008-001 Graemg.ew Ex ORIGINAL SHEET SIZE: 22 x 34 EXISting Conditions 05X0�/2022 ASPEN BUILDING DEPARTMENT 1 I I f / \\ I I ^ I // ,, _ PROPOSED GENERAL NOTES I ( / 86P- HARDSCAPE \ I I I REMOVE EXISTING TREE WALKWAY END OF CORTEN EDGING 1. Add 7900 to all elevations shown below 100. I I I i I " SEE ARCH. TOP OF WALL:7939.55 2. Contractor shall coordinate placement of pipe sleeves for storm drain thru I I I I I // PLANS micropile wall during installation of micropiles. 1 -J88o_ PARCEL BOUNDARY 3. All proposed storm drain and fittings shall be 4-inch SDR 35 PVC 1 I I it �/ 138.84 \ 84" DIA(DOWNDRYWSPOUTS) L conforimgto ASTM Standard Specifications, D3O34 and F67O and set at a o N _ \--__ �' (DOWNSPOUTS) CORTEN EDGING p �/ /�/ wig 3B2o�� , , TRANSITION POINT SURFACE DRAIN LINE (TYP.) minimum slope of 1/4" per foot, unless otherwise noted. -'i a`'' 3sao TOP OF WALL:794O.55 4. Drywells shall be surrounded by 6-inches of 3/4', washed, crushed stone \ I II 1 I 1 ) I //�// Kf: j I, `�. / rr•r ° I FOUNDATION DRAIN LINE (TYP.) and wrapped in a non-woven, geotextile. Bottom of drywells shall be set I I I 1 / I// I. ' 1 at Elev. 7927.25. Perforations shall not extend above elevation 7931.25. �/ ti • < PROPOSED 1 I I 1 I I / -- �° • r: �sr HARDSCAPE LIMIT OF GRADING �° �R�, o- '+ STAIRCASE V 1 V 6 1 " A / �*1: ♦ 4 _ SEE ARCH. 1 /:� k• �, PLANS I /-, ! �� �� PROPOSED HARDSCAPE I a i .// -, �'_.; ss �<-- _ I WALKWAY. SEE REMOVE EXISTING WALKWAY 4a ; 41444�� _ • ARCH PLANS , 1 1 3°a0 f bY7 -""ati 41111riti/� �� a --i'' � ,440.400, • END OF CORTEN EDGING TREE ° v \ V -- 3960 y4° `\` �_ -/!rA �~�� ' � \ J TOP OF WALL:7941.5O PROTECTION FENCING i �, s 4� 1 INSTALL TEMPORARY 3980— V >s ¢ DOWN \ ti/ ��-Ewa '= e ,\ \ \ , \ DIA COTTONLESS 1 -' / 11 - -''''',4?s SPOUT -o cs PLANT 2.5" . r i�J ♦i - - v ��I COTTONWOOD PER CITY REQUIREMENT I yao * �\ - \ \ \ \ \ \ \ I A - WINDOW ��, zeae .•� A A \,,,,,, �� � � aO.° r V f Zf j� �..-��1 11 MIN A ' I \ \\v\`v ` � wv A A A\ \\ 1 II li �� IEAS7P P�TAI�s'I �� ��� �-.- a° z %�// DRAINAGE ,♦ i , �°"v �II i e II 1 PROTECT EXISTING TREES ������ a f/ ° WELL � ,` �� v v �vv'PROPOSED 6"/1' �� \ I / ai , r1 v/4' IIV� b� 1 I / \ \\ AREA INLET / �_�11(I ya' o %/ I A Icatillip...:��. v 1 �v v �1I ° 1 /� �j RY7� - 9 1 i t , •: !+ k0- V o A \ 1 III / / / az / / I I / // // A v Y I „ o A / _ eny, I I /1 III / / _ `�� v/ / / \ vq/' ��, II V A V V°�� f v l f �' "41 / /// / /t V v V �o �l�r o A A v -` �14T � e SAS / /// / /®1 i I I / / Olyre� vv a� fNC N v ♦ sav \ " s3/ REMOVE EXISTING CONNECT METERSELEC ��aaURf / / \ \ x I 1i / 48" DIA DRYWELL", I \ 6 r, '9-, TO EX. / j j �sse ee FILL & RAISE GRADE I {s /\ \\ .�N WINDOW WELLS 3 / / \ -(FOUNDATION DRAIN »sao==-'0 O' CLEANOUT (TYP.) ; �•j6 / / /, (2) 3" PVC CONDUITS \ \ \ „,i ,',/ \// 1 & WINDOW WELLS) // r I 1 1` TO DRAIN AWAY DOWNSPOUT / 1 , --`/-%/ sA \ \ 24" COVER MIN. / / PROPOSED / /j i \ \ PLACE WARNING TAPE V A\ 11 1 � �, // / ..., 44 / DOWNSPOUT _- / /, FROM BUILDING FACE / / HARDSCAPE / / / / I 18" ABOVE CONDUITS. II a At DRAIN LINE 7940 O CONNECT TO EX. TRANSFORMER STAIRCASE �'4 �� I�e� �1 ���� ')%�� 3sao l PLANSRCH. / / / / % / AT END OF ALLEY APPROX. V \ / / ( Aems ,"„� ,�- vv Nz/ / ,j / ; / / / / / „ / 100-FT TO SOUTHEAST.. V A I I /I / / / ' • ,-'ram waa. L. A ti° / /N/ / 3tJo a, ti a° o / / / / / / / / / I ADHERE TO CITY OF ASPEN / 1 '_�` v n^' / � , ti N 1� w a a I I / \A / / // // � j " °" ° o SEPARATION REQUIREMENTS \ I o I I 1 // R 41IL1 ��; '. \\ Q\/ / I ° e ti o^ o/ / / / / \ / / / / / / / P� b° O \ i I / p o / n� EXISTING HOUSE gmmoe oVA i / / / a° \ I I II I / ilia I� q a ° �/ ♦r�►x, 7936v I I / / / / / / / Ko \ 1 I r/ V / vvy 1-11¢r/ �1., 111///,I d793e.eq ,, � I I , l / I l l l l ',l l �s o Lao.so 1� / 1 DOWNSPOUT / \ \ \ / / \ \\ -_ego •* ' °.8°- v /,, 1 1 ;1 1 \\ ,v pV A ✓tip / �11 �', pp.v /4' I A /'�- \ \Y II/ I I / / / 7 _ a12o +4 / l l 1 / I\ �V A / / / / / / / cr.so - / ,�lipl I / l l / l l / l l 'I A / / - also e�/ �, glo l I I / �No , , /1 - , / / - �sz �'� �_ v -�V �� �� I I / l l l I I / 1 I l 1 \ \V 1 / i acre =�if♦ ‘\\ )III I l I 1 I l l \ d�77411-g� / / / l l I l I l 1 / l l \ Ili c l 1� i►7 �u���3i I / I I AV ���Iri v v� - 1 / l l l / l I I l / l l \ • I ef 0,7 ate / / I / / / / / / \V air N Rr l y FLOW ARROW LEGEND �!"!-�4( .. ��, top ;�`_ t.% `l l l i i i i \\ 01 Existing Concentrated Flow •� �� �44'` po l '��.s Pis \\\?�' Existing Sheet Flow �„� jGil ® Existing Utility Pipe Flow Direction • �. �� � T _ 1 ': //®Q. __gin _Proposed Concentrated Flow �I�Y--- ;'' .����I -i 1 / / III , I �Im/ d i i Proposed Sheet Flow i"- / l�- -/ ; //��/ `- d I* Proposed Utility Pipe Flow Direction �II - -- , / // i i 4Project Benchmark SCALE PROJECT PHASE:Preliminary/Review Set DATE ISSUED:O4.APR.2O22 ,,��" �"`�"q1 le 0 IIITB «� NO. DATE REVISION BY _„oPyPp soo'FNs141 �� RIVER CITY 1010 EAST HYMAN AVENUE 0 J 1 Uaf`T ry4Op O/j CONSULTANTS U215 Pkkin Avenue,Unit 201 Phone: 4722 Change Order No. 2 N" IfIop,....bBIOYY. NORTHING: -CC � HORIZONTAL I o I-,-,f.. Grand JanMion,coe15o1 wwr,.rw,veeLaOm Fax.9]0.241.8841 !RECEIVED .....-o a �----,W- EASTING: - / ��i ¢�y'/yes?:• _' DRAWN BY: PJS PROJECT: 2008-001 s CALL UzDiG,GRADE,BUSINESS EXCAVATE ADVANCE THERE ELEVATION: VERTICAL N/A g g\ g I grading]a/a/zozz a:1e:o5 PM ,�ttt�ga\�" �G�' CHECKED BY: DG Grading Phan ((�� MARKING OF UNDERGROUND MEMBER UTILITIES. DATUM SOURCE:CO83-CF Zone (NAD83) CONTOUR INTERVAL:0.2 FT s:\PROJECTS\zone Monique Agnew Architecture\oo1 1010 Orlon\Deai nDWG\05-Sheet\2008-001 Grading.dw PRORIGINAL SHEET SIZE: 22 x 34 Proposed Conditions I 05Y-02/2022 ASPEN BUILDING DEPARTMENT 1010 E Hyman Residence 2-8-22 Demand Load Calculations (Per NEC Article 220 parts I-Ill) Quantity Measurement Volt-Amps Multiplied by Demand Equals Total (VA) General Dwelling Unit Square footage 3509 General &Lighting(1st 3 KVA) 1000 SF X 3 X 100% = 3000 General &Lighting(Remainder) 2509 SF X 3 X 35% = 2634 Kitchen Small Appliances 2 EA X 1500 X 35% = 1050 Refrigerator 1 EA X 1500 X 75% = 1125 UC/Wine Fridge 1 EA X 1500 X 75% = 1125 Dishwasher 2 EA X 1500 X 75% = 2250 Oven/Range 1 EA X 9600 X 80% = 7680 Disposal 2 EA X 1500 X 75% = 2250 Microwave 1 EA X 1500 X 75% = 1125 Laundry&Spa Appliances Clothes Washer 1 EA X 1500 X 75% = 1125 Clothes Dryer 1 EA X 6000 X 100% = 6000 Steam Shower 1 EA X 9000 X 75% = 6750 Jacuzzi Tub 0 EA X 1200 _ X 75% = 0 Misc small appliance 2 EA X 1201 X 175% = 4204 Misc Equipement&Appliances AV Equipment 2 EA X 1600 X 35% = 1120 Garage heater 1 EA X 4000 X 100% = 4000 Car charger 1 9600 100% 9600 Electrical Heating Equipement _ Electric Heat Trace 2 EA X 2400 X 100% = 4800 Mechanical Equipement Condensing Units 2 EA X 4800 X 100% = 9600 Fan Coil 4 EA X 1500 X 100% = 6000 Boiler 2 EA X 500 X 100% = 1000 Pump 6 EA X 750 X 100% = 4500 DB and misc fans 2 EA X 700 X 100% = 1400 Exhaust Fans 4 EA X 200 X 100% = 800 Hood Fan 1 EA X 1500 X 200% = 3000 Humidifiers 3 EA X 1400 X 100% = 4200 TOTAL VA = 90338 TOTAL VA 90338 RECEIVED For 240V, 1-Phase, 3 Wire Service VOLTS X TOTAL VA = AMPS = 376 05/02/2022 ASPEN BUILDING DEPARTMENT I 1 PERMISSION OF PIE LIESIGXER TIE DRAM.MO �o.o.TMEOEsaM °�i c- 1 O o m O 0, o,On�i r,U� U p o c N m� m r ,_ BS C L O a) N 0 o1 O c C C W W i(or m'5- M w c 73o o p, Ow U m U_ c t 0 mN 0 0) CCBo O) N s mm ,0m0 M 0a 1 UTILITY TRANSFORMER 120/240V MOP 10 400A MCB ASSUMED 120/240V 10 ]SKVA 125' NEMA3R 16400 AIC 9855AIC 0 12348 AIC O 00 A I t © 40 200A ® ZW © o Z Op ^ 0 O < z O J CT CABINET Q O UTILITY METER UFER U INSTALLED ON P4 CU 20' FACE = 30 Z w WIRE SIZE: 0 ElQ 0(2)3"C 34250KCMIL AL 0 3"C 3#250KCMIL AL#4GND AL O "._ •,.. 0 GENERAL NOTES: 4• 1 • AFC-AVAILABLE INTERRUPTING CURRENT ea •1, • s O ff • *A•'.� i i �� • / 1P0@NG O 1ISTING S,1,..a..4 L6 % EXISTING LOAD EXISTING LOAD A r` ��J�• / CENTER CENTER 352>24 s I f % 05701722 ► I 'DATE: ISSUED FOR: it %• ►, 41 / 03I01122 REVIEW► ELECTRICAL-ONELINE ‘0.01,...^"' SCALE:NTS Oli r 1 • D ._ .• .. . .. .. rgEkvivENETI) JOB NO: 22-OSfi ° B�0 2/ 2 08/15/2022 SC S ���qy�urr,,,,�''11� SHEET NUMBER: �141f•�•414141 (� ANCE j imp F /'1 pc 13tIrLDINOVEPAR MENT