HomeMy WebLinkAboutB14-0032 B13-0552 REV2 plans approved �
■
�`
�°: �r.
07/10/2014 9:04:25 AM
463/473 Beaver Dam Road
Vall, CO
Temporary Micropile/Soil Nail and Shotcrete Shoring
1 .
2.
3.
4.
5.
6.
Cover Sheet
General Notes
Site Plan
Soil Nail Wall Elevation View
Typical Cross Sections
Details
`Town of Vail
�����' �'���
SUBMITTAL REVIEW
Contractors review is for general conformance
with the Contract Documents. Subcontractor or
Supplier are responsible for verifying all field
dimensions, fabrication and construction means,
methods, sequences and coordination with
affected trades. This review does not alter,
supersede or replace the requirements of the
Subcontract Agreement or Purchase Agreement
This review does not relieve the Architect and I or
Engineers of their contractual responsibilities
�REVIEWED❑MAKE CORRECTIONS NOTED
❑REVISE AND RESUBMIT❑REJECTED
R.A.NELSON LLC
Reviewedrby. �t2.M��'7p��T� .__.. . .
��� �=z���#
; r r n.,''c C.'l�"�-✓�1�"i?��_ -.-
.v-'Y ��9Y♦ 6.�..
_.�I.�IV1[�1..�d°''
_�.EG.�,..
.�P-
� '/5''�
� c� � o � c� �
� �
,� �;I�
I�} JUL 21 2014 �� ;
u '� �;
TOV11N OF VAIL �
i �,
�
ij
K
O
LL
W
W
2
�
�
W
�
�
U
w �
�
w
�
U
H
Q' � Z
c�o Z = ;
� Q fn
d J }
`0 Z q
m J O
� � �
� � Fw—
� a
�
�
U
�
a
U
2
O � �
V�o��N
�am�N
�� �
_�a'a
Z V��o
O
v 3 ui m
3 c
�o s o ii
F(O (0 L l0
=m J d IL
z
0
u
M
Z
O
�
�
O RE �
o�p,0 G/S�� \
�::Q�:����-.9
U:O �,�;a
�N 38549 -i:
90�'�,�'� Oo�' ��
���_••�.... •�:����
m
0
W
a
a
w
�
a
�
.�a���
��o��
U
OU��m
C)� 3m°
Q o Wt '�
y`8,�au
REVISIONS
r�
�'
PROJECTNUMBER: 1�OOB
PLOT DATE: 7-0.1♦
DRAKN 8Y: WDL
CHECK BY: ClT '
SCALE: WA ..
1
1
�
�
�
�
�
'
_
�
.�.
1.0 Soil Nail V11a11 Materials
1.1
12
1.3
Soil nailslAMcropiles-Grade 75 ihreadbar or injedion ancha's in aooadanoe with ASTM A615.
fy=75,000 psi
Grout-Grout may be neat-cernent or with sand,with Type I/II or III oement in aocordanoe with ASTM
C150.Water-oerr�ent ratio should be befiNeen 0.4 and 0.6.
fc=3,000 psi minimum
End harduvar�e-Nuts and wast�ers st�l be in a000rdance with soil nail manuFactuner's reoommendations.
Bearing plate shall be in a000rdanoe with ASTM A36,Grade 36.
1.4 Shotc:nete-Shotc�te mix shall oonsist of Type II oement in accadance with ASTM C150, potable v�
and nom�al weigM aggregate in accordance with ASTM C33. Air entrainment is rrot r�equired.Admi�dures,
if used,should be non-oomosive to steel.
fc=4,000 psi(28-day strength)
1.5
1.6
1.7
Wlelded wire mesh shall be in acxordanoe with ASTM A185
Walers and vertical bearing bars(if required)shall be in accordance with ASTM A615
fy=60,000 psi
Centra6zers should be plastic and attached to the nails in a000rdanoe with the manufadurei's
�mrnendations and should be spaced no farther apart than 10 ft with one centralizer within 3 ft of the
nail head and one within 3 ft af the nail bottom. CeMralizers are not required for injection anchors.
2.0 Soil Nail YVall Constluction Sequence
2.1 Install perimeter micropiles and micropile pp. Excavate one lift. Nbnitor excavation batter carefuly tio
prevent overrun in shotcnete. Soil nails may be drilled and installed through a terr�orary stabilizing bertn if
neoessary-
2.2
2.3
2.4
2.5
2.6
Install soil nails at the approximate locations and to the lengths shown on the plans. Soil nail bcations
may vary from the specified spacing by up to 6". On outside comers,soil nails may vary up to 1 foot in
any direction as w+ell as 5° in inclination to avoid conflicts beiw�en nails.
Install drainage mat, rebar and welded wire rnesh as shown on the drawings.
Install shotcrete to cover w�elded wire mesh.Give special attention to filling the�roid in the borehole above
the grout line.
Install the soil nail end hardware while the shotcrete is still wet. Embed into the shotcrete surtaoe. Hand
tighten the nut.
Once the grout and shotcrete have attained 50%of their specified strengths, repeat 2.1-2.5 to the bottom
of the wall.
3.0 Soil Nail YVall Design Parameters
3.1 The soil nail wall has been designed in general a000rdanoe with prnoedures o�rrtained in the FWFIA
"Manual for Design and Construc�ion Nbnitoring of Soil Nail Walls", Report Number FMNArSA-96�469R.
32 The fiollowing values have been used for the design parameters:
} c Y q�n
AAat,erial Description (de9) (ps� (pc� (Ps�)
Med Dense Sand and AAed Stfff qay 32 0 130 20
3.3
3.4
The requred allotivable toroe for 1he soil r�auls is 1.5 idp/If af anchor bond length.
The grouidwatier table was assumed to be belaw the bottom of the excavation.
u
3.5 FaCtOrs of safety:
C�lobal-FS=1.3
Pullout-FS=2.0
Y�eld reduction fac�or-on=0.55
Facing flexure factor-ar=0.67
Facing punching f�actor-ar=0.67
4.0 Special Pr+nvisions
4.1
4.2
4.3
4.4
4.5
4.6
4.7
;
; ':
w
�
w
�
U
� o c�
; �° � Z ,
' � E � p '.
' w
`���;��`' i--
i Q Z =
:�dl�� Z d J }
Cr '�� � � � Z �
m J O
W r fA �
� �
� � w
v ~
d
O
�
U
�
Wall geometry used in design will need to be field verified. The actual horizontal layout may
be modified if necessary. The wall was designed for ma�dmum heights shoMm.
Verification testing shall be perf�orrr�ed as direded by the Engineer
Proof testing shall be peifomied as directed by the Engineer.
This design is valid only for this site ard is to be construded by HTM Construdion only.
The soil nail wall may be redesigned based on testing r+esults and field oonditions.
Soil N�I Wall oonstruction sequenoe may be modified to aocommodate adual field
aondi6ons.
The shoring may be r+eduoed depending on the qualiiy of the bedrock. This will be
determined by the SAC Design Group, LLC engineer.
5.0 Special Inspections
�
.�P�� �►L 1 °��'Pc�T r��.4s �Q v G P p5-Q �,h„�.�,srs
0�.. 002^002 U/�TG-D b(( �O( t�
� i
0
0
W
�
a
a
w
�
a
d
U
z
O u' o
t~iQoc°�1O
�
��O�d'�U
0
Z V o c°�c%�
c°�� ° d°
3 �
�O Y O X
F"(O l0 L l0
S O�J d lL
a
�
�
�
_
0
p,Op REG�S,
oQ,.��... �.�9
U:'OQ ���:O
.t•
.� �� 38549 -�: �
�,�c�ati`�.�.. °Oo�`���
{ " ' if�
� /' "��ii"
� o
_ t9
`. m�n$
•a%Q'��1�
m � '�0��
� 0���
a �.i3 � o��(
w Q O Y � t0
a Vi�i�au
REVISIONS
� PROJECTNUMBER: 74008 ,
� PLOT MTE: 7-9-1!
. DRANM BV: WDL
CHECK BY: ClT
SCALE w�
2
71
� ; '� _ '2+16. � �;. �
. 2f01.84 ' ' - - -
, v`. � �
. 4d + F � �
�. f�' f. �., �� -t��\
��iE: :l �- 5Sb
, ,� , \
i/ , 50A
i ;� �3 \
+sZ,p 52A �1
STA. 1+94.12 • �
Exis
I!
I �\
��
�
�
.\
\�
��.
��.
,�+
a
O
� .. � Z ������1 � �
��
3r, . �� ��^!� l
\�`�Q.� �r ��
Z
.04 � fi � .
� �.6 64
� ❑❑❑ �'\ r �8,4 /
� � ,
bp � � ,bb
❑ � � �
bZ y
�w.e �.as � � STA.
� ' ,
r �t �
+ 615 625 � ti4 � 655 6'iD
� + � ❑�I-1; + + +
2 +61.3 E- — ._����_.
�—urn��vr ✓��iv�a^ov�
��
�--��ow su�iN
��"�
�LIMESTOPE STE�'5 t LN�IN65
rON GONG.51J1B- 12 RI5Li25•
/ b�EaGI�14�TREAD�
� `y`
db LS ' \
�XTG.
, a�u�_r��
�� '�'a t�
���
i
� 'l�� �
w
�
�
, O O C�
= Z
:�
E o Q '�
z �� o a vi :
g � � r
n. � Z �
F_- m J O .
O
� � � �
� J �
� a
�
U
�
i
�
LIh�STOPE WA11_-STOPE T� � TA. 3 7.8 �� � ST�c,3±"3�. 6 .� � �
TO HATGH FIOU�.�(71'P� - - I I
` ; ,
OUTDOOR KIT -5� ST�L WALL ir'rPj +� � f
ARGFiiTEGTS LiNESTOrE ST�PIN6 ' � cq
—� Y LI6HT- ITEG 5T0►ES WI71f SHOM�BT � r / , ;� �n ti
pLAI� �/ � � , FE/� % �<��
J f l T ' ���
—sTOr�oR .�xnr,e , �+ i f
' + i' �3
i
G/T GA81lET� �\i� �����
M ST�E VEt�2 VJNLL '+ ' :
5TEP5 TO B�TRY-�� !, ' : ! � I � , o
� \ ARC�F11T6GT5 f'LMl5 / � �.7G. t hl►�T�l�� 1�� 154 '15D �' `� '
� 'i TI�PIGii DF2/►IN � ! / .V��'R WALl.� �` `\ ba150 `� '
� `
1 / i �_\
i � � � LIM£�TOPE W/1LL-STOPE ;
` TQ NWTGFI+�G11••SE CM'J � !'� `� '
� 0. �
�5 5LA$BRIDfiE POR p�; � � ;` �
K� y 3 + 2 ',, ,�i STA. 0+ �orr cor,c.- �� -�.o �
� . � �`�eriow � +
�i �� �. �i (D�4c�D) ��'� �
� .
`. ; '� 57�;i�E OR GOAICi• .,' `� �,p��0 R EG/
B�fRY ABOVE � �`C",•�••• s%�'9
� � l B4%ULDER FiR,OUF�Iti65 �5 `,� ��•Q� �
� e� �� U :O ��,�: a
� i� . . ' ' r+�Aew� � � �� .� �v~i 38549 -i' ¢
s,-� ►� + s : / _ �i �s ,lo.s�) ) �` I areo �o:.a,y �o.��u�
snsia(T'rP� � - / , � �' � ; `� � \ * I .c� J d' 0 :`?:.
/ .� , . R'5,��•.i....•�C9i
DF2AIN IFY.ET TO _ � 5�' , �' �\ L�TOt��- � � � s� A�r�C '" �
DAYLI6HT hYT'� \� � � �' FIOII�'.rE CnP� 4 � '150 + '
e4 LIFE5T01�WALL-STONE �� i �� ' , ''" +, i � ! + 'I667 '; �L
TO M/�TGH FIOU�.�E i7YP� \ \�� \\\ k(�fORGOURT. ,; �S�gl_WATER FcATiJRE I � I , �: � .: '1
j O
e 51'�L WALL f1YP� � ( \ �� ���\ 5T OR GONG: t' `DAl(L�6HT(�Y�? 5 � i ��A `` �
. � Gar 81 \� � �., � e Q
', . '� ��
� � � /�� \� �.. \ � I \ j N g�
DRA�N�I�ET TD .� �. ,ST�MIALL l���� �'\ �� � � �i ��y Q m�'(f�`
F � DAYLI6HT fTYPJ � Stl ,�. �'J B:EG h1ATErit_ �� \� � � C1���g
J � \
�
�� �` ,\ +
— — — --�� —\ -
� I
-- -�,
� ;�4 S�P
� �� ag 159 .. ' � ( � ��, � � ° ��
OU���
a�e � ao�in ( � yr I� =�f SS � \` �, � � � m L m
TA � WALL \ \ ` � � :�`8i�a�
�.
gT + d• ; R�S�
fi4 ,
� = T �� J ' . • � } . ST Tfl MA7GH / 1 bD3 � /
J �' l ++o�tr�j % � �+s ..
: - . . : ` 64 � . '� � � ; ba115 �.
��, DACA,J It�l.E�7�wTO • i � ' �
. : � - .I� ' � �� � D�LI �t���.J.. � / , . . PROJECTNUh6ER: 1�-0OB
��— — ——— � � .�.i , _ S�+91 v+ �„�2o I ' � o�,�;e �'��"`
��.' CHECK 8Y: CLT
-y�a?z �yon � 1 ,o s�: ,•_,�
r- —— , — -- , � . , - .-- . 1 j' -� t� 3
81 80
81 70
8160
8150
�� 20
8180
MPL=10'
SNL=20'
Sh=S'Sv=S'
8170
816U
' � e
+ + � • ♦ 6 e ♦ ♦ ♦ o rop or Shor'vq
, � + ` . 8150
♦ d + + SoY Nai
6 ♦ ♦ ♦ ♦ ♦ ♦ ♦
s y � o �
♦ m � ♦ o m ° `
� . . � . � o ♦ . m . e . o a. �a e. o � � e � � e • e e . m e • s s • e � ..
� � _, , , , , m . , b ,. m > y �
@ � Qi. R $ � .F
Estimated Bedrodc ' - - - ° �' � ' � '* - � � �
�Em�
oh�3
o m
�
O
Z
$�S�
a�m
m
���
Estimated bottom of Shonng
���
f F m
w
_. I � � � � � _
s .
. ,
� � �
� . , e ,
R' 4n s
.
! . s
8130
8� 2�
3S� �9O 73�
. g�Z�
F�m ��m y F m
N
�mg
r�m
m
goR „3R
oZ� ��z�
yF° NFm
3
m
MPL= 10'
SNL=20' Upper Wall is
Sh=5'Sv=5' permanent
R4� °Si
��� �4
f�m h��
" 3
m
8otlom of Excavation(BOWj
�o�a�
V1�m
m
w
�
� w
w �
> -o � '
O �° � ? �'.
> � Z 2
w o ¢ cn
W '�
> Z Q
Q m J ¢
� ' c'� O O -,
� � � �
Z <O w H
J � O
� �
� U
�
I
I I ! � �
Z
� N O
�� LO �>�°�
"'3R �3i6 °3S6 B3�! ES�
ja��(NV
a�O�d
�eo 004 n<o po� Y<m �wv
d�m a�m d�m d�m d�m 2Uvo'��,
0 M �
m v~i N � 3 '�' U� 3 ui c°n
m � y C
�f0 {0 L f0
S 01 J d LL
s
0
f
, . . ,J c . .. � u
� _'S� I���-�-. � O �
.'����I�� � :
}Q C �` � a z
_ `3:�i. a �
fi::��,9� ..._._._.., _ o�PpO RE��ST�
� I f� � -.Q��..
Uv O �0 9�
:� <;
8� 6� .� :a 38549�-r,,�
�
pp�•.tiJ �O:\��,
il
�� �S���lA1. � ��'`
.`-�` a �'��� iy
; ;o �
�� �o `�
C m��
•�¢'����r?
8130 0 � _°�d
K Q Uoo�o'1�
a Ci3 � m�i
W Q �Y p '
8� 2� a Vi �a�
�g g R�nsiorrs
Smo
d'
��3
H m
� PROJECT NUMBER: 14-0OB
� PLOT OATE: 7-9-14
�' DRANM BY: VYDL
CHECKBY: CLT
SCALE: 1'=20'
4
�
�
�,.,,,, ..F Ch..rinr./T1Al�
TYPICAL SHORING SECTION
ix.
�_'�f I�1/V��_
��IY!{ , ' ;'. .:.
�/
�
; '��.
� �
W ;
�
w
�
U
m O C9
c� � � Z '
O � � �
� � Q c�n
� � Z �
� m J O
O
U : � �
� � � �
� J �
� a
0
�
U
�
o I
U
2
p "'o
jQ���n
�
���o d
0
ZV�c°oo
O
c�3 3 ;;�,
G
��Y L lx6
S 0�1 J d LL
z
O
F
u
a
■
�
z
w p
� �
a
, PP��•RE��S
o ••ER'�,TF
:Q�. •.9
U:O Ol' O
�;.a sssas o-+:�
o,�-:;yj i p�:`�,�v �
i�sS/'• ....••�.�',;;
�.�
i� !4
:/����
�� o
�
e m��
.�Q$��
m ��V m o
� OUa��
a V 3 g ��
W Q�Y �
a vi`�iJa�
REVISIONS
PRQIECT NUMBER: 14-009
PLOT DATE: 7-&14
DRANN BV: WOL
CFIECK BV: CLT
SCALE: NTS
5
�! ;:
�
I
12'No.4
Cap Detail
NTS
oMinuous
� . I
I
� I I. W
�
W
or daylghl through tace
N.,e.� i�.tau sheet drain where ezrassive amounts Mvralx are a�ounte�ed.
�
U
m O C9
0 2 Z i
� �
� � Z � •,'�
Q o Q c�
� � Z �
J m J
�
3 v � a
� J w
�
�
�
U
�
I
i
� O I
U !
Z
O v� o
V�oc°o'�
a� �
�
��°�a
0
z"�;o
0
c�3 v�
3 �
2rn�La�
z
e
� �
j O a
O �
W
Q �
a s
w o
�
a
OO�PO�.RE�,ST�
:� R� , �c�
Ur0 ���;a
.o =N 38549 -�?�
9�a,S,J � 0�0;���v
, �
SS�''NA'�� �
��� . , '1 �j l��{
. � ,
O
�
C m�n
.�a���
m ��V rn o
� Q U v�'�,
a Ci3 � m�°.�
� Q O Y � �
Iw(p t
d Y/O J 1 LL
REVISIONS
,. .,. ._ .. _. . __. __.__... .
PR0.IECT NUAABER: 1/-0OB
PLOT DATE: 7-9-1�
DRANN BY: WDL
CMECKBV: CLT
SGALE: NTS
6