HomeMy WebLinkAboutRETAINING WALL PLAN 3110 S St Vrain Ave, Taharaa 2006-04-20W
0
0
Z a <
cS
Cj 0
Z =
D CL
00
Cn
OW
M 2
W
1-
MSE RETAINING WALL DESIGN
General Notes:
0
'p '0 � G G
!O «� O N L L
�o�� 'ul '5yy 3�s
o_
0 m yY c
� o
0 ca a N E �� N
t aEi t o 41.22
c 2 F 0 a0i
cOj N (N(�� :G y O g L_
d K( O O _'O
O 'O0 2gU0�, �O�0
V O 0 Op N 0 0 0 E
100f, .y0-4ai -SE
a N ,` EO V L G-5 O
N, ovE rn.,,_,
50.8 g m U m N
.c Q of° w .9 G rn d "o =.
U C
olg
U- N ?Ili.
O G E E O U a)
O - N U O U O
'�'ofQEm t0"cm-ai
m 'mG rnc'O 2,O
c o � c'.
.tl c .P_ m 0. a d si):
L =i LO. L N O U L
O c 6 r H I- F
O
;O
� E m
m 8 o
.n
0 o b
o m a c rn N
c ; v ac m
0
O
N
=
OOy l
02'O E _
O G p N
02E ism
a M w G
o cro2)
TON L 5 O
N
0 U C r0
C
E m:= cOi m
>, Y E`�E
> N 0a O- a-00 GO Z rt
N U N N U N 5'.?
O Y O
0 G'O E o y'o N Re y C
O U GO N .7E O d W G E
Oov�YSyo `
.�8 mdc0i'o
d p U .� a, N Oa a N L O.
to 0 O. O C 'G <o Q N O E
O) , 0) O— W C� .O a a a O
"O 0 0 -6 m NN O 0
2 8 �' j E 0 N O C>
co m m g .o E
0 G g220 -0 0 F 210,U
0 0c� t )_.- N la E 0 O O .N O
8 O E 0 .O� m 2 N o 8 v . E t9ii
E9Ec-m«m YL mo1S.v
N G.. U O L S •- G
¢SE-o 0 1-ma3 i-�62m
V
Sheet Index
6) The soil design parameters are assumed to be as follows:
Cn (%i O. o) CA
IT;a ) m a)
L C cm C3) cc cc cc
C
UJ .E .� c..
= 75 Es' CI' 5- 5-
r CV CY) d' Cf) CC) f',
:SOM
O
8';U)
h
Basis Architecture PC
92
a
0
IS:
gg.
II!
.6
iEelte
1!!!!§!wig7of
.5
for SOHN Standard Method
222
5
g
3 g 1
P E E
i 1 V 1
; i g
La -2
5 3 1 c pi
i 1 r il
1 2 I g E!
2 g
4 1 g 51
; .,- i .5 !
g 5; . g 5 El,
F: q S. !
t'fl
ig 31 1
m 14 ti
P.E1
% [i E i
i A h -1;1 ; -
l'
ig"g
• tt -02-i 2 1t2 12
• -- ' I 2ig1 11
; itI[111
Wil
it -112''.§:g
Ili i2123g.1
„ -,s Tx1.,11,1g
. <JO
25
5
5
it
soil
sis
2 5"
2s2.02
-a1;111r.
RMignIdg;1411P
2,
58
11
.;
5
5
E2
12
git
5
2; 5
i]
2
19 1
!E1
'111-.11
--E
Egg JtE;
0
-0
w
c 2
O 0
- o
O 0=
o co
aci
C W
85
to. c
ca co SP
c
(13 0
°
e;
Basis Architecture PC
.1)
Retaining Wall Design Quantities
v
•
e.4
g
Q`
H
m
U
0)
5
n
5
O
rn
0
m
TW 90.00
STA 60.5
BW 88.70
/_TW 89.50
N1
O
s
-
0
-
O
0
O
�3
"-GRADE AT BASE OF WALL
0
N0
Q
C
V)
O
O
�
m
W`
O
'
ry
m
o _0 0
STA 14.0_,/
BW 83.20
•
o
srA 0.001
BW 83.20
O
00
O
m
O
c
.cm
1)
Scale: 1" = 10'
Retaining Wall Design Quantities
LO
m
To
It/a
CO
5
m
U
0
5
3
CO
Miregrid 3XT Geogrid Reinforcement
N
0
Z
w 9
2
a
om of Wall Elevation
Q
0
O
Basis Architecture PC
Checked By: bin
Q
Q
N
:17,024
5: °'
8Uo2
K O 0,
o• 0
h Q o_
� d LL
Z
o
0
izo
XVII .8 9
9-,
6
.0
TW ELEV. 90.00
P2
:
XV/I
Reinforced Backfill Data:
0c'
ZE75
0
0M
.2
PI<15 and LL<40 per ASTM D-4315
re
RE
00
0
0
W 0
g
R n
6
0
cc
.0
. 0 6
0
z
0
c
0
(-)
0
"
-0 A's
= 0 —
co _1 0
cs)UJ
3 r.:
c
m
Cti
CD 16
ct
Fr. rc
0
0
0)
Basis Architecture PC
C
0 25
0 g
a a
0
0
0
0
o ¢
0 Z
O
N Z
z
STRAIGHT SPLIT FACE
NOLL032110 H1ON3a1S
Ir (1-119N31 IN3P930»OJNI32) la
•B
•
2-7
11
1
Tlj 3OvINIcoiO
.NWW .A
RECEI+1NG SLOT
0
Irs
O
N
0
o
FINISHED GRADE UNE
0
z
0
0
o�
H
c
0
0
L7
0
a)
w
UNDISTURBED S
Ts
a)
0
-o
0)
N
— J
0
lib CS)
a)
Basis Architecture PC
Date: 4/20/06
c
0
3
a
0
Checked By: bin
a)
O
0
0
0
0
4" GALVINIZED PIPE (TYP)
m
Handrail/Fence Post Installation
.N_N.N'..I.... _. ■..i.N
ENININEINIM....:.:.:.1N.. ..... --..
INNINN=ME........ M....I --;
-- .......1........�w.
■...N11.'..#.... ...R.1.N NN'
.NMNN....... ■ �...... N..Ns
iw..w_ ■ . ....1 M_,. .. . .. _ NE
- N.....1 Nt U:N1
Al
11..:�
,EMENNENINE...1.._......'.
...1...ME ROM .1.1N:
11.....=E.....1N'NN
-NNl-1......__ ..1.1.�-
NN.•-.....1..N......■ v�,
mounewiluguromggpermisionsuam.
iiiiiuimunnWI
--....... .......N.N.
.=s_.,...1. IN= ....._.N.
.M.N.IN....N■ 1.....N'..N
..
�..,... N ■ ..
..1.. N
.'...... NN ■....Minn
MAU
11111.41111.1111.11.
1
0
c
O
tD
0
¢0
id Installation at Obstruction
Section - Geo
0
a
to m
.c o
N U
om
as -0
c
W
C c
:E 0
O A
aa) 2
LLLm
F
U • a
I 0
M
Checked By: bin
N
0
0
0
N 90'00'00"
(N 90'00'00" W
/
/'
/ '1O3 /
� /yL�S/
/ /
/''*' /
/cir, /
O
/
/cj9, /w
/ \4<;� / /
/ /
/ /
/ / / / /:I'
o
// AG /
rjj
/
-' -
Z
asagask
/
/
U
w