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HomeMy WebLinkAboutFile Documents.134 E Bleeker St.0102-2020-BRES (18) iE!! KL&A Engineers&Builders Memorandum KL&A, Inc. 215 N. 12th Street, Unit E Carbondale, Colorado 81623 Telephone: (970) 927-5174 Job Name: 134 East Bleeker Job Number: 20162.000 To: Email: Company: Hannah-Hunt Moeller hannahhunt@eigelberger.com Eigelberger From: Brett McElvain, P.E. Date: August 7, 2020 Pages Including Cover: 2 re: Existing house shoring and relocation process Cc: Comments: The general sequence that we discussed on site to get the new foundation poured and the existing building placed on it was as follows: 1. Survey the site 2. Clear and grub the perimeter of the site 3. Demolish all of the finishes on the interior including drywall and entry level floor framing 4. Protect existing wall framing with sheathing 5. Install LVL's on each side of the bearing walls to help transfer the weight of the existing building on to temporary steel beams 6. Install a micropile shoring walls along the east, south, and west property lines including bearing points to support temporary steel beams which will support the existing building. Along the west side, the wall will only be located from grids 1 to 3 at this stage. 7. Build cribbing on west side between grids 3 and 5 of the addition at each temporary beam support location. 8. Place the temporary beams below the existing buildings. Per Bill Bailey,the beams will be pairs of W18x55's that are welded together. The quantity of beam pairs and specific location will be determined in the field. 6x6 steel beams placed on top of and perpendicular to the pairs of W18 beams. The spacing of the 6x6 beams is to be determined in the field. RECEIVED 9. Separate the addition from the Victorian. Page 1 of 2 03/26/2021 ASPEN BUILDING DEPARTMENT iE! u KL&A Engineers&Builders Memorandum 10. Lift the addition and move it to the east as far as possible on site to allow for the micropile drilling rig to fit along the west side. Complete the shoring wall along the west side. 11. Transfer the support of the temporary beams for the addition on the west side from the cribbing on to the micropile shoring wall and remove cribbing 12. Lift the Victorian and garage buildings to approximately six feet above their current elevation. 13. Excavate the basement and crawlspace area, accessing from the north (alley) side of the property 14. Install footings 15. Install foundation walls 16. Install lower floor including slab on deck 17. Install entry level framing including slab on deck and curb 18. Partially backfill between shoring walls and new foundation walls 19. Move existing building back into original location and lower on to new structure. General Contractor: Brikor Briston Peterson (briston@brikor.com) 20 Sunset Drive#1 Basalt, CO 81621 970-923-3088 House Mover: Bill Bailey(baileyhousemover@gmail.com) 3149 B Rd. Grand Junction, CO 81503 970-434-9763 If you have any questions or need clarifications, please call. REVENIE 1")) 05/19/2021 jj FORCODEGUMPLANCE bonniem RECEIVED Page 2 of 2 03/26/2021 ASPEN BUILDING DEPARTMENT Eliffirn UI g' E55oeg1TQo nl °i 1Q T 3Q T Q5 O T O m ,,,.., , , , , , 6 / EXISTING FENCE TO BE — —EXISTING FENCE TO REMAIN — p / REMOVED AND REPLACED PROPERTY LINE m —�____1___z = �" d C I W yO r ❑ ------ — --— ---- I I _ MI-� H O — — r .—� _. ._ —. .—� _. ._ ----. --..T_ L. SETBACK -- — — — — — CO ••1 C1 a 1 I 11 T I [� 11 / 11 (/� 1 i1 I N 4 W O I — B �% I1I L� 1c 1 II 11 I M 1 1 I i \\ 11 j r—I �, y -'jN I L__ pp___ _= II I — III j I:1 DP �dII I � I 11 11 DN I r 1 II I I u it D L l , _ I 1jQ ,1 �I ♦-��♦♦�♦�♦�♦�♦�♦����♦�����11 + --� CLIENT a.w.wea�,.waoAND 99ry �,I!U I y p1 _., �������� ��,' ��♦�•4$i r——�I NeOVa Ea°; °�of M jl II ����`�������� C�' ' 4 r r1 I °° e°°°FFo"°°°w�. �w #41/54% I NOTE:ANY CHANGES TO THE APPROVED DRAWINGS BY CLIENT ARE ADDITIONAL 0 j� vs* 4 �f���: ��'I••-. �`il IPER CONTRACT I 0SER ARCHITECT NOTED ReT,°NSAS Ia j �����������������'�����"����������1,r ���� L 1 a CLIENT SIGNATURE IIli� Oil I o �,���♦TEMPORARY �� 1 F--H I I DATE OEAPPROVAL •♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•,♦♦♦♦♦♦♦ RELOCATION OF44 i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ o——UP �I I �I O I u — — — I — I PER STEP#10 — — — -11 — — I CO ;�;� -'��e �e� LISTED IN MEMO _.:.:=:�:�:�:�:�.A• _ II „ _ _ _ _ It 410 1 — - - — — — — — — — — — — I— — - -- -- - — — O Efi BESECE r:3rr,LOR� PROPERTY LINE LL.�.�s a.— _ _ �— — — — — — — NFo�E EaEaaEe FAX oMsaa ® EXISTING FENCE TO BE I1 1 I REMOVED AND REPLACED I I I I Plot Date 8/7/20202:26:31 PM Drawn By Author Checked By Checker I I I I I I I Project No. 19017 Date Issue I I 1 I 1 I I I I 1 I 1 I I I (1_1) 1E13 (1_) (131 (13 0 16 0 (E)MAIN FLOOR PLAN Lii 1 (E) MAIN LEVEL 27 A.2.01 SCALE 1/4.=1'-0" It z SCALE: 1/4"=1'-0" „ A.2.01 4— 4 RECEIVED 03/26/2021 ASPEN BUILDING DEPARTMENT • ■ Extension boom increases drilling pattern flexibility. ■ Design versatility allows for drilling either horizontally or vertically. • High-output compressor increases flushing air,provides faster drilling and decreases bit wear. so1' ■ Upgraded dust collector has higher suction capacity than previous models.Dust collector includes an effective pre-cleaner to reduce escape of drilling dust.An optional dust suppression system is available for difficult drilling conditions. t ti ' HCR900 E. -iiiii �'� i, � .. . _ 110,5,[.i ,, ■ Low Low-emission.Tier II Caterpillar'""engine offers low fuel consumption and meets major ,, exhaust emissions regulations in Europe,the United States. . ■ Heavy-duty CaterpillarN'undercarriage—featuring a pentagonal section design to ;; reduce dirt build-up and track wear—ensures strength and durability. ..,. ■ HCR 900 ES20 is ideal when drilling requirements exceed 12'. �� " Depths up to 18'can be drilled without changing rods. ' ' , )I't .: N `, ■ Angle indicator for quick and easy drilling alignment. 8 i - �; I �r 4- ' e ti 2,. i i ? ' _ iii r .._ , ........ . ,.....�R0 1, , \ :t,. • __,, i . i { e rununemn ' tz i" _ Z'_- 7 I I JtiP HCR 900 ES Shown 41001 -,' --r-,-.:-4,--- -- lit 1,to i ...- -,_•••.,. -...'s-;',., ki,i kip , . — 1 F s fUC UfOO E ,� - i] NC[I 9U0 E5 1 :, _tpOII .1410•••••••• A - t " .11 � S yf t tit -0 aC- i ,y. '- '� 4 xj ssY Y $ ?Y - - - - • .. _ - 1. HCR 900 ES ES20 **Li**L S ..L.++ry..K ';i:')S s 4 :5'tl-75S : ..i-.s;. .`. `�.1^iii.t sl:� ti�S��\c.. _.� . . i: S;at Operating weight,lbs(kg) 22,068(10010) ! 22,300(10115) _ A Overall length,tt(mm) 32.-4"(9840) I 33'-T(102401 B Ground contact length,ft(mm) I T 91'(2380) C Overall width with pre-cleaner,ft(mm) t} 10'T(3270) 1101 O Transport width,It(mm) ( 8'sW(2710) Width over tracks,ft(mm) 1'10'(2390) Width of shoe,inch(mm) 12'(300) F Overall transport height,ft(mm) 8'II'(2720) ... ............. _ Weight,lbs(kg) _ 408(185) t�. � Impact rate per mm 220 -50W � I �ui' r. 1er1°rl' l, per min 0-251 s `li- V �,}lgdercatrlage:Cater] entagonal'yl in' + ( 9 Ground clearanc 1'11'(585) �� _ , Oscillating angle +1-10° ._ _. Travel . '. —i1_ 1--� Travel speed,mph(km,h/ u-2.2(0-3.5) �— Gradability degrees 30° Type Water-cooled direct iniedion.6 cylinders turbo charged,Tier II diesel engine Output/speed,Hp 0 RPM(Kw©RPM) 176 0 2200(131 0 2200) No.of cylinders_bore/stroke,inch(mm) 6-4.33'/5'(110/127) it-7 - Piston displacement,cubic inch(liters) 441.78'(7.24) - -- -' IIF Hydraulic Dumps suDDhr oil for HCR 900 ES20 -" �� ;>.' Iv bath travel and drilling 1-gear iambi - — for cooling and dust collector.j n Free air delivery,CFM(malmin) 250(61) Delivery air pressure,PSI(MPa) 150(1.03) Lift angle,degrees up/down 45"/15' ______i_boi Swing angle,degrees right/lett 37'!43' Extension length,It(mm) 4'11'(1500) 4'11'(1500) Length,ft(mm) 24'9'(7485) 28'9'(8763) .i4N,{4•,.._, i _Ai . I Feed length,ft(mm) I 14'11'(4550) 18'11'(5765) Slide length,tt(mm)_-_- 3'40"!0200) y� e- �G'III��II+I D,1 F Swing angle,degrees right/lett - Tilt angle,degrees 180 HCR 900 ES Suction capacity,CFM(m3/min) 706(20) l' s Number of Filters I 4 , Type Rack Numbers of rod 4 3 Bit diameter,inch(mm) } 2W-31/2'(64-89) 3"-4-(76-107) Rod size 1 T38&T45 Rod length,ft(mm) 12'(3657) Starter rod length,ft(men) 1 16'(4877) j 20'(0096) Furukawa's policy is one of continual improvement.Specifications may change between printing. • . - - FURUKAWA ,,,,r i ,_L ROCK DRILL RECEI1i6 4.6 '•! 805 Lake Street • Kent, OH 44240-0017 •Tel: 800.358.4476 • Fax: 330.673.8504 0 3/2 6/2 0 21 www.furukawarockdrill.com iiL1.4200-2Md)b ASPEN BUILDING DEPARTMENT , ',:.,,,i,'f'7,'6.6.,• S, 1t, ,.ilik'it.11,4# - '•., ' •,4%-,,;. i.w' - :,w._-Y,.4 7,,4-4„',• ' ;4 ' ,•,'kOk,lI •A;'1 .v . ii ' ,. i ,' - V, . 7 ' 1 .- .rr ..,•,7, ' „ , ., lk;1,,i,.,/it...*„ • .t.t,_-_, is „t,..., - ,Nk. 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ASPEN BblILDING DEPARTMENT cv, 1 L Qs 111 Z ate_ CD C • z LI E. 1.1111 C� ate. t~ MOTORE DIESEL SILENZIATO SILENCED DIESEL ENGINE tipo type HATZ 4L41C potenza power 1 47 Kw-2500 rpm 64 HP CARRO CINGOLATO CRAWLERS velocita speed 0-3 km/h 0-1,86 mph pendenza massima superabile max gradeability 55% 55% pressione specifica al suolo ground bearing pressure 3,3 N/cm2 4,7 PSI larghezza pattini shoe width 235 mm 9,25 in aperture variabile carro opening varyng crawlers 700-1000 mm 27,56-39,37 in SLITTA MAST repo 1 repo 2 liipo 3 Type 1 Type 2 Type 3 lunghezza slitta mast lenght 2368 mm 2868 mm 3368 mm 93,22 in 112,91 it 132,60 in corsa carrello testa rotazione stroke of rotary head 1200 mm 1700 mm 2200 mm 47,24 in 66,90 in 86,61 in tiro-spinta massimo motoriduttore ratiomor pull-push 40 KN 40 KN 40 KN 8818 lb 8818 lb 8818 lb vil TESTA ROTAZIONE STANDARD STANDARD ROTARY HEAD coppia massima-PARALLELO max torque-PARALLEL 6,20 KNm 4493 lb ft girl-PARALLELO speed-PARALLEL 0-55 rpm 0-55 rpm coppia massima-SERIE max torque-SERIES 3,10 KNm 2246 lb ft girl-SERIE speed-SERIES 0-110 rpm 0-110 rpm numero marce speed number 2 2 corsa spostamento laterale sideways travel stroke 365 mm 14,37 in nota: a richiesta si possono avere other performances upon request diverse coppie e numeri di girl MORSA SEMPLICE-OPTIDNAL SIMPLE CLAMP-OPTIONAL diametri bloccaggio blocking diameter 50-219 mm 1,96-8,62 in forza di chiusura clamping force 140 KN 30864 lb MORSA DOPPIA-OPTIONAL DOUBLE CLAMP-OPTIONAL diametri bloccaggio blocking diameter 50-219 mm 1,96-8,62 in forza di chiusura clamping force 140 KN 30864 lb coppia di svitamento break-out torque 19 KNm 13768Ib ft ARGANO-OPTIONAL ? WINCH-OPTIONAL diametro fune rope diameter 7 mm 0,275 in capacita fune rope capacity 50 m 164 ft tiro massimo max line pull 60O Kg 1322 lb ALTRI OPTIONALS OTHER DPTIONALS pompa dell'acqua water pump pompa fango a vite screw mud pump pampa cemento concrete mud pump ,,--- pampa scarotatrice sample ejection pump IMPIANTO IDRAULICO HYDRAULIC SYSTEM pompe a ingranaggi standard standard gear pumps nr.3 P1=62 Vmin nr.3 P1=16,38 gaVmin P2=46 Vmin P2=12,15 gaVmin P3=20 I/mi P3=5,28 gaVmin pompa ingranaggi optional optional gear pump nr.1 P4=46 Vm' nr.1 P4=12,15 gaVmin pressione massima max pressure 200 BAR 2845 PSI PESO PERFORATRICE HYDRAULIC DRILLING WEIGHT 2000 Kg 4409 lb PESO CENTRALINA POWER UNIT WEIGHT '800 Kg 1764 lb E : 0 BERETTA migliora costantemente i suoi prodotti riservandosi it diritto di apportare qualsiasi modifica senza preawiR i BERETTA continuosly improves its products reservong the right to modify data without advance notice decling a y rfsa Revisione Depliant N. 3-Settembre 2006/Brochure revision N. 3-September 2006 03/26/20 1 ASPEN __ Beretta Alfredo s.r.l. .� ; BUILDING DEPARTMENT 2/11/2021 EIGELBERGER Mail-FW: 134 E. Bleeker Street EIGELBERGER Hannah-Hunt Moeller<hannahhunt@eigelberger.com> FW: 134 E. Bleeker Street Sara Adams <sara@bendonadams.com> Thu, Dec 17, 2020 at 1:21 PM To: Hannah-Hunt Moeller<hannahhunt@eigelberger.com> I spoke with Sarah. She said that this is the approval email for the relocation, etc. -S From: Sarah Yoon <sarah.yoon@cityofaspen.com> Sent: Thursday, December 17, 2020 1:13 PM To: Sara Adams <sara@bendonadams.com> Subject: FW: 134 E. Bleeker Street From: Sarah Yoon Sent: Tuesday, September 8, 2020 2:47 PM To: Sara Adams <sara@bendonadams.com> Cc: Amy Simon <amy.simon@cityofaspen.com> Subject: RE: 134 E. Bleeker Street Hello Sara, We reviewed the question about how the temporary relocation of the addition will impact the previously given approval for the side yard setback variation. The approval granted by HPC for the variation and design of the addition may remain so long as no changes to the location, height, or massing/desiRet r'icr)proposed. is rop osed. 03/26/2021 Ac vni i rnntini IP to xninrk with fha rlacinn taam ahni if tha nlanc fnr ralnratinn nn tha city nIaaca rnntini is to kaan i is infnrmarl and canrd i is tha final nlan fnr S} LI', I1 https://maitgoogle.corn/mail/u/0?ik=16d0d9e625&view=pt&search=all&permmsgid=msg-f%3A1686358214348012495&simpl=msg-f%3A1686358214348012495 BUILDING DEPARTk 2/11/2021 EIGELBERGER Mail-FW: 134 E. Bleeker Street Monitor review and approval. Thank you, -Sarah- I0, 4$0 1% Y CITY OF ASPEN Sarah Yoon Community Development Department Historic Preservation Planner 130 S. Galena St. Aspen, CO 81611 Office: 970.920.5144 Cell: 970.319.0720 www.cityofaspen.com www.aspencommunityvoice.com_ www.aspenvictorian.com www.aspenmod.com n © d RECEIVED 03/26/2021 To promote the health and safety of our staff and community and to minimize the spread of COVID-19,Community Development staff are conducting business by email and phone,,/�SPeIY https://mail.google.corn/mail/u/0?ik=16d0d9e625&view=pt&search=all&permmsgid=msg-f%3A1686358214348012495&simpl=msg-f%3A1686358214348012495 BUILDING DEPARTMENT