HomeMy WebLinkAboutFile Documents.743 Cemetery Ln.0011.2018 (34).ARBK .„?..,
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d °195 Lo Paracute,Colorado 81635
970-903.3028
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AML CONSTRUCTION 1 . COVER AND INDEX
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PO Box 806 2. NOTES & DETAILS
Glenwood Springs Colorado 81602 3. PLAN VIEW
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llAontfOSe Salida Springs �� ,,: .�. EMERGENCY
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CUREC.wn �`— • Q .l ... `A n R► i.:' W � � STABO 7/2/19
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Cortez Durango -' F "�-
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• 1 V'Jalsenburg ��� rr•.t a. ? Design By DJB
_.. - _ tee+__ Tnnidad 07/17I207912:14:57 PM
^.• •._ T� p��•p� C "It should be known that this review shall not
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• relieve the a licant of their res onsibilit to Drawn H
`---� comply with the requirements of the City of
Aspen.The review and approval by the City is Date 2/20/2 O 1CJ O
offered only to assist the applicants
understanding of the applicable Engineering
requirements."The issuance of a permit based Project No.
This design,including any drawings and calculations,is furnished on construction documents and other data shall
solely for the use of or in connection with this project. This design
not prevent the City o Aspen from requiring the Sheet No.
may not copied,reproduced,or used without the prior written correction of errors in the construction
documents and other data.permission Rock Solid Solutions. This design is only vakd if _ 1 of 4
constructed and supervised by Rock Solid Solutions personnel.
Reviewed b Engineering
GENERAL1.0 NOTES 1.12 The General Contractor is responsible for surface drainage. y 9 9 1 T.STAB iteAr,Oy.
07/17/2019 12:15:08 PM ,e 9
The General Contractor will grade the site to prevent the 'It should belknown that this review shall not 4� ��_ c��
relieve the applicant of their responsibility to QP J f �� SC
comply with the requirements of the City of
1.1 Per the H-P Kumar report dated 11/9/2017, soils to be flow of water into the excavation or behind the support of Aspen.The review and approval by the City is offeredROCK SOLID
retained are assumed to be silty sandy gravel with cobbles. excavation. understanding only to of the assist applihce applicants a le LU
Engineering
Subsurface conditions may be discovered at the time of requirements."construction
Theo issuance a ando a permitd based S 0 L U T I 0 N S
on construction documents other data shall
not prevent the City of Aspen from requiring the
construction that may require modifications to this design. 1.13 Survey and layout of wall by others. Excavation to the correction of errors in the construction secw,eullo
documents and other data.
Conditions mayinclude, but are not limited to, groundwater, bottom of the proposed footer can be done(by others)at
195 LOdgcpole Circle
trash debris, soil shear strength, and grout/soilpullout as the cut height will he Jctcrinined by RSS as the soil nail wall Parachute.Colorado 81635
9 9 970-903-3028
construction progresses lower.
resistance. www.rOcksotidblasting.wm
1.14 These plans are not to be used for the layout of lot or the otptllfii//fio
1.2 Concrete/Shotcrete: fc' =4,000 psi. 28-day unconfined proposed house. Survey of the proposed footer locations •���dWig REG/s r,,j,
compressive strength shall be complete prior to RSS personnel mobilizing to the e-0-:4` 4:1J•Bic•°?',.
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Grout: fc' = 3,000 psi, 28-day unconfined compressive site. d4.
strength . ;j ,
4
Reinforcement Steel: Fy = 60,000 psi 1.15 The temporary shoring system has been designed for a " �f
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minimum factor of safety of 1.3 per the City of Aspen_ The ryge.•.1 •,•1
1.3 Soil Parameters: designed shoring system should show no observable � �sS 01X i\I.,�`
4)= 35° surface deflection on neighboring properties. Neighboring
c= 10 psf properties will not be disturbed because of the shoring
y= 125 pcf system. The maximum design life of the temporary shoring
Qa = 15 psi system is 6 months. 4x4 W.Dxw4.o SHOTCRETE MIN 4' '^
MESH 8'1�8'>J•PLATE, w VJ
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12'CHIMNEY DRAIN, WET SET •C
1.4 Reinforcing elements will be Williams Form Geo-Drill bar or 2.0 SOIL NAIL WALL CONSTRUCTION 5�NG HEX NUT J •
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All-Thread Bar or equivalent as indicated in plans. GROUT >1 -C o
2.1 During construction, the stability of the excavation will be W SEHER CD (f) ^x
1.5 Williams Form Couplers will be used as necessary. evaluated and the depth of the reinforcement may W be LLIAM 6MM S 3 IF NEEDED /-� W
INJECTION BAR OR CONTINUOUS, t...L
modified to suit the conditions encountered. Construction 18 GRADE75 ALL-THREAD BAR HORIZONTAL
TN,O iC BARS x 30
1.6 Verification and/or proof tests may be conducted as will be monitored on site by a Rock Solid Engineer. VERTICAL
determined in the field by the Engineer. TEMPORARY SOIL NAIL DETAIL 0 F O
2.2 The wall layout may be adjusted according to the needs of SCALE NTS
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1.7 Cement grout will be installed in sufficient quantity to fully the project with the approval of the Engineer. TEMP SHOTCRETE,MIN.
encapsulate the bar to the collar of the hole.
2.3 Sleeve through the face of the soil nail wall for utilities prior 2 CONTINUOUS WALERS.
14 BAR AT 6'O.C. CHIMNEY DRAIN,10A-O.C-
1.8 Locations and quantities of reinforcing elements are to installing shotcrete.
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approximate and will be finalized during construction. -
A36 STEEL PLATE
2.4 Construction Sequence e•xtrw:-
1.9 Groundwater is not expected to be encountered in the
excavation. Groundwater conditions discovered to the 2.4.1 Excavate 4' high bench (by others). - • __ 1 •1 REVISIONS DATE
contrary should be brought to the attention of the engineer. SOIL NAIL EMERGENCY
2.4.3 Drill and grout Soil Nail. 4i, I STABO 7/2/19
1.10 The General Contractor shall locate underground utilities at
prior11111111Ii , \---2 30'VERTICAL 14
least 48 hours to commencement of construction. 2.4.4 Place chimney drains. BARS AT 6'0.c.
All1.11 All easements and permits necessary for the design shown 2.4.5 Place welded wire mesh and reinforcing steel. /1r1111/♦111/1w
4x4 W4.0xW4,0 WEIDE()
MESH
on these plans shall be obtained by others prior to OVERLAP WIRE MESH.SH, OR D
e
sign BY DJB
commencement of construction, 2.4.6 Place shotcrete and install bearing plates and TVOSOUARES Drawn By
hex nuts. TYPICAL SHOTCRETE FACING DETAIL SMN
SCALE NTS Date 2/20/2018
Protect Nn.
This design,including any drawings and calculations,is furnished 2.4.7 Repeat steps as necessary to final grade of
solely for the use of or in connection with This prged. This design Sheet No.
may not be copied,reproduced,or used without the poor written Soil Nail Wall.
permission of Rock Sokd Solutions. This design is only valid if 2 of 4
constructed and supervised by Rock Solid Solutions personnel.
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SOLUTIONS
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� (BY'� 1 i \`i,.� Proposed Residence /
. (Architednral Elea 100'•0'-Site Elev. 7881.0') u
\�� 11 • ,`1 , 'Auto Court
��� S t- dl� (1.950 sq II UNILOCK ' •.•PRIORA�' CB
wI ��,..,u`t• � Z•,6• permeable pacers or equal■f 12'colored concrete border. I
o "'' ttt>• ttda• r _ --PPattern and color to be selected by others.) J tiO ^,
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REVISIONS DATE
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EXCAVATE AT 1.'t'fi�1V VIII.Ttr . 5 , �,lcz . E*•%%As Fe^ce VA STABO 7/2/19
(BY OTH RS) '�� ��_� � `';��� �� �,
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7'c 38' prefabricated spa etasIgr♦111� 'n '}�' to' . /0.W = 1885.0'1 0 ;` y -el' +` �, _ i
. 'f �� ---' �09 /'•0' Gravel Area
.�Ir/ _� SOUTH SOIL NAIL WALL (2'of road Dase■f 3f1'Crushed, HfAed gravel. Reviewed by Engineering Design By DJl3
•� / Edge of 1"fall lop' metal edging.)
------ '' / 07/1 tffs13 PM Drawn By SMN
�♦ ♦- ' "It should be known that this review shall not
'� / • relieve the applicant of their responsibility to
N `_ �- i 18 Dry Stacked Stone Retaining Wall comply with the requirements of the City of Date 2/20/2018
�y� (Stone to match residence. Batter wall 1:4.) Aspen.The review and approval by the City is
-- - offered only to assist the applicants -- Project No.
This design.indudng any drawings and calculations,is furnished understanding of the applicable Engineering
solely for the use of or in connection with this project. This design PLAN VIEW - SHORING WALL LAYOUT (15
requirements."The issuance of a permit based
on construction documents and other data shall Sheet No.
0
may not be copied,reproduced.or used withoutthe prior written ' 8t 1"t not prevent the City of Aspen from requiring the
permission of Rock Sold Solutions. This design is only Valid if 4 correction of errors in the construction
constructed and supervised by Rock Solid Solutions personnel. NORTH documents and other data. Of d
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c- In 0) p o i- • A\'ru o
PROPERTY LINE o 0 0 0
/ EXISTING GRADE SOLUTIONS
7890 7890 DEAGN•butLO
7885 EXISTING GRADE 78850
195 Lodgepole Cade
7 880 WINDOW WELL '�� — a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Parachute,Colorado e,s;t
970-90 302u
FOOTER 7880 0www.rodcsoldblasting':orn 7875 •••.......k. 15° 7875 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AitttPglO
7870 4 7870 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � �OJ J.R$ ,.,,'
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7865 _ 7865 BOTTOM OF EXCAVATION 7869' =o �`�`�
r-o• HOLLOW BAR OR .� `
7860 #8 GRADE-Z5_IHREADBAR 7860 �'
10'-0" LONG ' G,� +t `�`L`` -
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0+00 0+20 0+40 0+60 0+80 1+00
SECTION A NORTH SOIL NAIL WALL (f)
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7890 / PROPERTY LINE I EXISTING GRADE I I I I CD7890 ( O
7885 — i / EXISTING GRADE 78850 (�
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7880 7880 0 0 0 0 0 0 0 0 0 o 0 0 o a 0 ---
0 0 0 0
7875 FOOTER 15' 7875 0 0 0 0 0 0 0 0
0 0 0 0 „ a 0 0
7870 I 7870 - 0 0 0 0 0 0
7865 7865 ----- -BOTTOM OF EXCAVATION 7869'
2'-0" HOLLOW BAR OR
7860 #8 GRADE 75-THREADBAR 7860
REVISIONS DATE
10'-0" LONG EMERGENCY
f I I I I I
STABO 7/2/19
SECTION B 1+20 1+40 1+60 1+80 2+00 2+20
SOUTH SOIL NAIL WALL
SECTION VIEW- SHORING WALLS
PROFILE VIEW - SHORING WALLS
LEGE"'—^ I Design By DJ B
0'
20, 40' I i Reviewed by Engineering
0' 20' 40 0 10'SOIL 07/17/2019 12:15:17 PM D"°wn By S M N
"It should be known that this review shall not
NOTES: relieve the applicant of their responsibility to Date 2/16/2018
comply with the requirements of the City of
1.ARCH 100'=SITE ELEV 7884' Aspen.The review and approval by the City is
offered only to assist the applicant's Project No.
This design,including any drawings and calculations,is furnished
understanding of the applicable Engineering
solely for the use of or in connection with thus project. This design requirements."The issuance of a permit based
maynot be copied,reproduced,or used without the on construction documents and other data shall
Ro prod only written not prevent the City of Aspen from requiring the SMeI No. 4 Of 4
permission of Rock Solid Solutions. This design is only nil. if correction of errors in the construction
constructed and supervised by Rock Solid Solutions personnrJ.
documents and other data.