HomeMy WebLinkAboutTemporary Relocation Memo.134 E Bleeker St.20200807
Memorandum
Page 1 of 2
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.
9. Separate the addition from the Victorian.
Memorandum
Page 2 of 2
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.
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EXISTING FENCE TO BE
REMOVED AND REPLACED
EXISTING FENCE TO REMAIN
EXISTING FENCE TO BE
REMOVED AND REPLACED
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
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SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
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8/7/2020 2:26:31 PM
A.2.01
(E) MAIN FLOOR PLAN
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19017
Author
Checker
SCALE
:
1/4" = 1'-0"A.2.01
1 (E) MAIN LEVEL
7/10/2020 100% DD
■ Extension boom increases drilling pattern flexibility
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■ Design versatility allows for drilling either horizontally or vertically.
■ High -output compressor increases flushing air, provides faster drilling and decreases bit wear.
■ 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.
0
■ Low -emission; Tier II Caterpillar6engine offers low fuel consumption and meets major
exhaust emissions regulations in Europe, the United States.
■ Hcavy-duty Caterpillar"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.
■ Angle indicator for quick and easy drilling alignment.
HCR 900 ES Shawn
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; Fllf{l1%AU]A
i NCR 909 ES
HCR 900
ES
ES20
NCR 844 E5
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Weight & dimensions.
6pera:irlg weight, ft 11gj
A Overall length, ft (mm)
R Ground con-W length, ft (mm)
C Overall width with pre -cleaner, R {mm) -
1)Transpod Width, It (mmj
Width over tracks, ft (mm)
Width of shoe, inch (mm)
F Dverall transport Height, ft (mm)
.2,066 (100'.0) 22,300 (10115)
32A- (9840) 33'-7" (10240)
- —T T (2�) - -
10' T {322fl}
K 91S' (2nfo)
7- 10- (2390)
12'(300)
87 If- (2720)
Weight, Ibs (kg)
4M -%)
Impact rate, per min - —
225[1- 2500: -
N;"'.fiber r]` rotatlnn5, rr 11
0 250
IlnderGalriage:.,l rplllaia Pentagonal
Ground clearance, it (mm;
- --- ---- - — - - — --+
-----.....
0sciHaling.angler degrees
+f- in°
Travel speed, mph (km/h)
0 - 2.2 {0 - 3.5j
Gradabiltty degrees
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Engine: Caterpillar"
312511
Typo
Water coalc•a ditcrt inlcrticn, 6 cylil&M
f
hirhn charged, Tier it diesel engine
0utpuVspeed, Hp 0 RPM (Kw G f9PM)- I
175 0 2200 (131 0 2200)
No- of oindeTs - bore 1 stroke, inch mm 3
6 - 4.33.15" 1101 1 M
Piston dispiacement, cubic inch (titers) 1
441.78' (7.24)
Hydraulic pump type'.
ydfaulic oumm Supply oil tof
1
batlr travel and driINiu.i-pray 111OR
-�r aoc• it q and ilrSt.'.Cferin .
ampressor:
_ = P05265•S35A
rep a • J; Iiv r:, CFM (rrlalmin)
Ce:; ve rY a Pressure, PSI (MP
zl
L;f: angle, degrees up/down
45715
Swing angle, (trees rtghtlleft
_ 3T'!43'
Extension length, `fmml
TV (1500) 4' 11' {159Q}
Length. - (mm}
24, 9' (7485) 28' 9' (U
Feed length, ft (mm) 1
14' 11' (455U) — _------ 10' 11'.[5765�
Slide length, It (mm) —
_ 3' 11 (1200)
Swing angle, degrees righllleft
W/40-
Tift arlple, degrees
T80
Suction capacity, CFM (ma/min) T05 (20)
Number of Filters 1 4
Type Rail
Numbers of rod 4 1 3
Bit diameter, inch (mm) 2h' - 31k' (64-99) 1 s-- 4- n2} --
Rod size T38 & T45
Rod length, It (mm) 124 (3657)
------------ ----...........
Starter and length, ft (mm) 16' (4877) 20, fon9Gj
------ - -------
FerUkawd$ poitoy is One of w t ual improvgm4nt. Specifications may change between printing,
fURUKAWA
A14MM\61. ROCK DRILL
805 Lake Street • Kent, OH 44240-0017 • Tel: 800.358.4476 • Fax: 330.673-8504
www.furukawarockdrill.com
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MOTORE DIESEL SILENZIATO SILENCED DIESEL ENGINE
tipo type HATZ 4L41C
potenza power 47 Kw -2500 rpm 64 HP
CARRO CINGDLATD CRAWLERS
ve locita speed D-3 kmlh D -1,86 mph
pendenza massima superabile max gradeability 55% 55%
pressione specifics 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 Tipo 1 Tipo 2 Tipo 3 Type 1 Type 2 Type 3
lung hezza slitta mast lenght 2368 mm 2868 mm 3368 mm 93,22 in 112,91 in 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 motoridu tto re ratiomor pull-push 40 KN 40 KN 40 KN 88181b 88181b 88181b
TESTA RDTAZIONE STANDARD STANDARD ROTARY HEAD
coppia massima -PARALLELO max torque -PARALLEL 6,20 KNm 4493 lb ft
giri -PARALLELO speed -PARALLEL 0-55 rpm D-55 rpm
coppia massima -SERlE ma x torque-SERIES 3,10 KNm 2246 lb ft
giri-SERlE speed -SERIES 0-11Drpm D -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 giri
MDRSA SEMPLICE -OPTIONAL SIMPLE CLAMP -OPTIONAL
diametri bloccaggio blocking diameter 50-219mm 1,96-8,62 in
forza di chiusura clamping force 140 KN 308641b
MDRSA DDPPIA -OPTIONAL DOUBLE CLAMP -OPTIONAL
diametri blo ccaggio blocking diameter 50-219mm 1 ,96 -8,62 in
forza di chiusura clamping force 140 KN 308641b
coppia di svitamento break-out torque 19 KNm 137681b ft
ARGAND -OPTIONAL WINCH -OPTIONAL
diametro tune rope diameter 7 mm 0,275 in
capacita tune rope capacity 50 m 164ft
tiro massimo max line pull &DO Kg 13221b
ALTRI OPTIONALS OTHER DPTIONALS
pampa dell'acqua water pump
pampa fango a vite screw mud pump
pampa cementa concrete mud pump
pampa scarota t rice sample ejection pump
IMPIANTD IORAULICO HYDRAULIC SYSTEM
pompe a ingranaggi standard standard gear pumps nr. 3 P1=62 1/min nr. 3 P1=16,38 gal/min
P2=461/min P2=12,15 gal/min
P3=20 1/mi P3=5,28 /allmin
pampa ingranaggi optional optional gear pump nr. 1 P4=461/m"n nr. 1 P4=12,1 gal/min
pressione massima max pressure 200 BAR 2845 PSI
PESO PERFORATRICE HYDRAULIC DRILLING WEIGHT 2000 Kg 44091b
PESO CENTRALINA POWER UNIT WEIGHT 800 Kg 17641b
BERETTA migliora costantemente i suoi prodotti riservandosi il diritto di apportare qualsiasi modifica senza preawiso ne responsabilita
BERETTA continuosly improves its products reservong the right to modify data w ithout advance notice decling any responsability
Revisione Oepliant N. 3 -Settembre 2CXJ6 / Brochure revision N. 3 -September 2aJ6
A\ Beretta Alfredo s.r.l.