HomeMy WebLinkAboutVail Das Schone Filing 2 Block G Lot 13,14.pdf r � ;
;'-J r 14-
a
_
`.. , _
T N
s
8 ( —Ott
Q
p
3` % A F _ #
y� m
, „_ x .. ea l .... > .,*rss ,... r,.... %-
i k
ya niiA, ___ , I - , '', ,
. x"� , n, r ,�', t �, , ,_ ,, , , i f M_"'Now V
4, !,3- qwwW-,qWWjWW-QnVM-Q"01,Yf Q10
Ono njnj_WV
3''
a
IS. 0_0
no�
IRR
00 0 yes &
MX
""'I,I
AN
0"
Q
VVY
-o i 4;
-o5
6k,
1J,
ik
C . V
oi
R�',o,
t
'Z,i
00-4 .
Y'r
MAO
yo
�z
ell
'X.
_a : n%
nki
iv
Not K
a A
3110 We ONO Yj 11 j"you"OtAQ
en
"a
001 VMS:
r
:got
All
J .Z
UY x,
'00,
n,
4d it titgii,0,
" 3
Y3
T-""POO 0 no W,
VISA n: "xxi, A0,
440
_n
'00 Rif
m P Wn
k�I inni
r
r
�,V
Ji`Vc,1,,
>?A 1V
n-, ,wiv 1C
A
ANT 'C
In? w
1 57
'r, St
a7
�oo,i�
n
_n ,
' k
7P
L :Y oA n 2 T low,
"k
A "i
W3,
In,
a
'n-
� `V,44L:�_DAS
n.
11;oil
Sur W wow Q Q ayj q� -�n
All
lob 0
zi"
el WOW
07"
'UNTYP
Aso
)VIA Vr
ia
0
VALOIS or -POV00.
000
G
A
m,'F,
5ri
X-
U5
Pq
is 140 1
LAW? Vol
Iz, o�
r
0M."00,00—
o'
*Q�Wxy �Cnqjumv two 14
Xi,
A
�n
ooea
no
WK;
'o,
j
VIA, n:
I out
A,
inI_
"ai
'N
�X,
_11- 0 Y. .. A, A
w",
;4" ''""':-
post
nX"k"
lit,-i"o,3,
V, I soot
T"
4
01
"n,
�v
j-"i
;WS t 2 IWO Wo yov,<
e
077
Who la
i'n,
oil Yi,
"o 0' A
_oo... ........
y�
W, L
Mi"I ,iiiil�-',,'�, n
vi��oi,o
q Ways;
_g;
�t�hz As
REIN
I � �/I , � J"',
CM V A IWO
n
too
you
SESS x
. ......
so
0�
h
A Ins,
;no
Ly V
M
0!
77.-
�'X �, '7_"-�I in�11,
4:
ON 9 7" LI'6 f
oi,i? 4,01 FA��
V_
Almon,
fill p
1
5
o -7
IWO.
X,
.. ......
13
No ivy 6T,
n
I A
,wi
177'77 4" ,
l�k 7,
4
lo
4
"'i t6v,�
W�,
�4, 31
_g
ZI
ti
do two W]
5` "T
no
Q,oi,
son ,
you—-
�izi',I,Ii I W
"Off
Vol
KAU'
o:
xv, 1: no
TOM of, i�
mom"
V ap,
ont�
41Z,0�1"
ANA
i Ell:�Ilil_'14
W
I I - 44
anx,mooll N,_., , i
WASK MIT May
W11
ORD:
not ji,
A ,
nP,
SIM
np 7
�Z;
""Y Z1 ,
,M V",
Ae
F
woo x rs 'A
j
'IT
Nits
Vi cities A A, 0 oi�
"MAR POWNS
u�-"","50-Po
Y
�J
0
7`,,�,�
X�'
/n
Ol
o
led
_5� VIA TV!
'W�
0111
Q
'n
Moo 0 Pik
:"S
iz its
4joybi 1 oi
o'
�7�5 koii,
-O�- -
VVY V A;):n
V
5140 '1 tix'o,
IT
"n"
no, ev. o
77
pit
o'
K
N7 o�_4
A
"Aa
"
o" :ti
oi
x
k,i
MAO
�KXWN�o P - ,I - �t' ' ' , ; I
Win
n" --
n';
f W,
y to MAY
0
I6p"-, woos
_Iqlilu � � Qvin: POT
Pao.....,� W�I W
�. . ..... low yq,
r
VIA W
I� t
00 f
�X
'n
Ss
Y''
fill, A TVA
YOM 1, V
Y,
1-00A row"',
n
iii,to x
Q S�"Q .W
-n
lei
xi
loom
x,
,A" i
ln_�
_;'5
k
-N n
-n-
5no XI
's
"N 77
MEAN%_
of Yom N, g o_ n,
UP
_Vio
Z"am
K 1 , -0A VAn ro
loon Tax
oil �o
Low
y
'Ago
W MOCK
t
n-
10 A
0:
'Cii,ill�* , : i, - r 1,11 113 I'ii , i - Z -
oe,
n,
Al"
5IOtri,�I n"I',
oft
W,
n�-
'A
its
_1� 'Moo 7
iii"T
sit z
A—qq— 0-
PoL
7 W W,
,Y
,loi;
�51
B
oi, %
-7—
�'o
n
YF ,
MAN
0—n_W-
K
ONO"
NO_n,
lt j;
Of MA
"iIn
0, n-n� o'
I ,
,0
SW
J,0�10�_�&! , Wm WIS1
'n
list
-T�
Aims RX, Who Won as
-ii�in, j�(; A-0 V",i",
Ago WT 7 r
oi
S
Lo t
pi�
-A,
A
A
W
r
W� Ali C'
44,01%
t
"T
;k "M
R
"to�`
�M It's o
Wu P, Wof
'42
A
ii, ti
n�Il
.fz�
OAS,
L
i?I�i
vnk I
31 440% 0. 'Zoo,' '
R'WAT, in Who Ai WK
,o- 61`i:"'_�
a Ail
VOL z ni
owl sway,
o
�o ooin:' fit? �j
vy
155�1,
POO& n
r
V
1 1 ii 101 i 1 - _� I I �111111'1_,,", - , �-I
sit
t, 54�,l,
,gl�
M, Rr,
4�
M_
vi,4Qe
�j
It
di�
;tt-
-tiVK "k,
Y,
hl,
k1t,_
4,
,TV
4
�,x
g
W
P'Ni
i,,',
�e_5
0
�-jtt
�z
34t,"",
W.
"D"
V
�'4
4
Ilk
Y.
A V
ARC
,v I
i,W 1 IF
N43000
N
�:%it,':�,,,��L"A
IR
<
'4
lwi
o6
z
11V
VP
Or
V41L
j Oil
Z
J D" 0�
,v
? q
A
7�`
tt
si�
�e
it
it
�4
A�
"4
IX
_K
/*
"j,
0%
R
/e_/
L of
NN
0 N2
AWC
l� A
t
all
v
Jl�'
77�
7' '1"1*-*
ICI
V
7�
MIS
%
V
R
wx
lit;
0'
10
5
IX
X
77
X
;s
�//01
_41
�V,l-
ol t
4
0,_
'Ma
7777 Y
_e7
7 �Z
J
Zi
�w o,
'o
7"'
. .........r, . .....
lc t
7,
w'
X",
777 7,
X
Nls�
oor—,;
z
00
re,
3
0-
S$4
-7-
4,
..........
0
<
v
j
it
"IT Y ititi.,
A`
itj
N
001
ele
2,Y
it
4,
"ei
g ai
J
�'X
/t"
K
y
LAi,
qN,
j
W
Q
3
It
Yl.
it NIV
6-
'ix-Jr: t
J,
Z�
A
it'o
T
00
g� 4,
-N
J
q�,
m_ w
Hr
41
F!, 7
_4 W
R"
grq-
7W 'r
V
5 i 4",i'-4W, 'v
4
!xv
%A1
0_�
4
r`51 RIDE, 711U1
YX
0 _Qy
r
L 0
. .................
771 NOTES:
zz
1 Approximate location of buildings after original
�/ / % �' / r` / - flight gapping o the area,a
- ' / / /' / 2) Check protective covenants is for any additional, dra na
and utility easements on the dots,
3) Contours are based on a topographic map prepared
Falcon Air
Maps Division,,® a as / / en R. V�hite Co, Denverl
Colorado, nrin Noverrrb r 1972.
2 / y
RC= 582
2 CONTOURS
JJ
LOT
r-
f
EAGLE COUNTYj COLORADO
-
'E)=-120081 / �, �' �, ra --
ARIC " 26. 50
IL
LOD
Lo
Inv
8010
o t 2 . . ...
w.
f
a.
t
/
LAM M
JENCE / --
/ i f f ILO F -f
PHONE 32,8-792-9 fill
P 01 8OX 718, EkdLE, COLORADO 81631 (
Lo
TovosrApih�"' map
J y
t
pprd ,t Schmid ep
l � 1
r }
r.
•
522'
EXISTING CONDITIONS MAP
44.7'
LOT 13 BLOCK G
-
46.0'
28.81
VAIL DAS SCHONE FILING NO, 2
TOWN OF VAIL . EAGLE COUNTY , COLORADO
LAMPE RESIDENCE
a b Yw9.L
•••®^,• -48.5
T-53.0 • T41 B 38.6
B
52.81 •,°°•• ~ .•
T=52.I' B43.t
# a \
l4 T-41.2` '_ 35.7'
OD
•
S
a•
52.9 •� ��`� \ ®E iA
. • \ GENERAL NOrES \e�oP®��1S1 Eq �: krs
P
# • • ".
52 � � � T51.4,•• • °.
DR DRAINAGE EASE ENT ®� 4 5 �®
w•
B 44.4 - o �•
2. The contour lines shown on this map do not confonn to the
52.7' National Map Standards accuracy.
3. Basis of Bearing: From the Nortbeziumst corner of Wt 20, �01�
•
t
4 °\ 52.0 Block "H" 17, B3 " in Vail
{ 1� for
52.4 ;• `� 00 132'14° 1 ,
8052.6' `
• . According to Colorado law you must cannence any legal
T52 `- B45.0' g ` 91
action based upon any defect in this survey within six years
1
` / /°m•• ,2` .°. • . r u first r h y
action in e
53.0` \ / / T=05,6` y f d f ifi ° �
°�
-41.6
/
B-35.1
• 0 `L
53,0 B
to
A,
531.3 �
E1.-" 12°0€3`41 `
•
_ •
®•
5 I.8 R= 125.00' 534 s: �,
` L 26.4 ^ 1
to
C 26.44` ,
•
F 799741 +
• # f't� !
5I 4'
53.1` 53.3' . :ry
. I
r,
# •
0
•
- _ _ _ *,-T=522. x. 8027:8`
_ •°� t
B.M,= TOP OF REBAR ASSUMf_b _ . , •° '
.• ' #+ • • • •• °••. 3`°
� O ELEVAT I0N 8050.93' S .4 =48. M M
97 t I SCALED)
UTILITY EASEMENT AR I H DRIVE ••8=49.2 DRAINAGE EASE /NT
a p
ry
52
41- 00 T 52.0 849.0 #••+•• ° �r I S T` I G. r#a• 1 I t am ON moo wo mom
T48 #
52..4 B 4 4.6
.
#• #• ! ? , ,86.1
LOT 13 N�
31 a m 1 z 82.6'
�ffi 4g# 98.0 0 1
• • t s '
a.• 35.6 96 / I z
04 0 4.1 •• ; 0
# ®� 7988.1 /
29_ -p'
V • i
I
NOT : All elevations shown (topo shots and bottom of rafter 0 � elevations) are tied to the benchmark (elevation: 050.93
25 1 82.3 4
@' <o
98.3' I '� Bottom of Rafter
'Z Point-Number Elevation
® 1
r°® •a•°•• r f 1 4.18
tr 2 34.17
SCALE I"= 10 3 34.35
� # • 4 34. 30
5
i 34.38
® °: T=05.9 a• •• / 34.30
# .• / 7 34. 17
LEGEND !� ' ` ;®+t / 34.16
9 34.23
..•....... . RAILROAD TIE WALL •®®# P 4 + 10 34.22
T -TOP OF WALL =0.9 11 34.33
B -BOTTOM OF WALL / C� �" 12 34.3:1
X -SPOT ELEVATIONS Q� / 13 34.35
0-0RILL DOLES f
/ 15 34.37 _ 1
16 34. 37
.a -.APPROXI ATE SHLDR. f�L�_>-' 17 34.43
/ 18 34.39
19 34.38
/ 20 34. 38
co , 21 34.40
22 34.461
43..49
24 43.51
43..50 fkxrAw
26 43.49
27 43.4
4 .45
29 52. k
__* OF3 5i.47
r � v
A
` . 522 L OT 13
r
44 7
VAIL DAS SCHONE SUF3DIVISION
« a u '
EAGLE COUNTY, COLORADO
53.21'
SCA LE
gg ¢¢ d 3
Ak
T 6.\ PE fill;i E:Si
LEGEND n�
a °«-
_ �rartramos—RAILROAD TIE WALL
T—TOP OF LL T- 1` «� R�
B -BOTTOM DE MALL
X -SPOT'ELEVATIO PAS <' :
O--ORILL HOLES
/4,j
! I
tr '® � 4 l/
..----- —APPROXIMATE SP�LDR. (�f.;�cY>`- � ?52.5 s,� i �• I � ! � 1_�. u IA iii�� «r
Ov
B 444'
a
« I
z ® a
r «
_ -
+ a
},�
u 52.7
01 ter " «« I - '
i .
2-0 E ` s-
III ew
a f" tt
8052.6 l � ��L� ' � " 16 rAl I`
MIK
«
w
54.2
a P.
�
0
= 12°0841 "
f
5L ' R = !25.00' .,
L = 26.49'
C - 2 .44`
«
�� A le-EA A
# 1
F �
«
s
52.6
� f
)L. \ ( `.
.5 (
T=S
« 802-7.
B,M.= TOP OF REBAR ASSUME) � ���"
2 f
TIOz- 50.93` ! . « « f= .3 E/EVA rry a
I DRIVE H=492 « "$
a ,
« a
® 2J
««® ®«a4
149.0
'« ISTIN L.. 4 f rf
52.4 d T48.� H 44.6
8 26
�6
z ,
w �.
4 r
AREA A . «„ r 9 F38
THE SURFACE OF AREA A SHALL BE CLEARED OF SURFACE VEGETATION AND BOULDERS. IN 29 �¢
EACH DESIGNATED PANEL (1 THROUGH 9) THE IN-PLACE MATERIAL SHALL BE EXCAVATED ««> *w I
TO SPECIFIED GRADES. THE EXPOSED SURFACE MATERIAL 'SHALL BE THOROUGHLY MIXED
AND COMPACTED TO 90 PERCENT STANDARD PROCTOR DRY DENSITY AT A MOISTURE CONTENT > �, •'
OF + 2 PERCENT OF OPTIMUM. APPROVED EXCAVATED MATERIAL SHALL THEN BE REPLACED
IN 8-INCH LIFTS AND COMPACTED BY MECHANICAL MEANS TO 98 PERCENT STANDARD �*
PROCTOR DRY DENSITY AT + 2 PERCENT OF OPTIMUM. THE REPLACED FILL MATERIAL , �.°a .a�
SHALL NOT CONTAIN BOULDERS, COBBLES OR EXCESSIVE ORGANIC MATTER. EXCAVATION «` / ----------- -"�
THROUGH COMPACTION TO FINAL GRADE FOR EACH PANEL SHALL BE EXECUTED IN ONE
CONTINUOUS OPERATION. PANELS' SHALL BE COMPLETED IN THE DESIGNATED NUMERICAL
SEQUENCE. FINAL GRADED SLOPES SHALL BE REVEGETATED WITH NATIVE PLANTS AND —�-
GRASSES.
AREA B
Pm« II/1
AREA B SHALL BE STRIPPED OF SURFACE VEGETATION AND BOULDERS, AND EXCAVATED TO i • « $ « °«°
SPECIFIED GRADES AND LINES. THE EXPOSED SURFACE SHALL BE COMPACTED BY
MECHANICAL MEANS TO 95 PERCENT STANDARD PROCTOR DRY DENSITY AT + 2 PERCENT
OPTIMUM MOISTURE CONTENT. APPROVED CLAYEY BACKFILL SHALL BE PLACED IN
I
8-INCH LIFTS AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DRY DENSITY AT + 2 . �JD U` ICJ
PERCENT OF OPTIMUM MOISTURE CONTENT. CARE SHALL BE TAKEN NOT TO DAMAGE THE
WALL WITH COMPACTION EQUIPMENT DURING CONSTRUCTION. THE GRADED SURFACE SHALL
BE REVEGETATED USING NATIVE GRASSES AND PLANTS. i
i
AREA C cs x I
L_L_ JI
THE FILL MATERIAL IN AREA C SHALL BEEXCAVATED TO THE GRADES AND LINES ?
CORRESPONDING TO THE BOTTOM OF THE FOUNDATION OF THE RELOCATED CRIB WALL. THE
EXPOSED' SURFACE SHALL BE COMPACTED TO 95 PERCENT STANDARD PROCTOR DRY DENSITY i
. OF + 2 PERCENT OPTIMUM MOISTURE CONTENT, AFTER RELOCATION OF THE CRIB WALL
TOP SOIL SHALL BE PLACED IN THE GRADED SURFACE AND REVEGETATED. WORK IN AREA
C SHALL BE EXECUTED IN CONJUNCTION WITH THE CRIB WALL RELOCATION®
AREA D 41
THE GRAVEL SURFACING IN WORK AREA D SHALL BE EXCAVATED AND STOCKPILED FOR
REUSE. THE SOIL BELOW THE GRAVEL SHALL BE EXCAVATED TO A NOMINAL DEPTH OF 5
FEET. THE EXPOSED SURFACE SHALL BE COMPACTED TO 95 PERCENT STANDARD PROCTOR
DRY DENSITY AT A MOISTURE CONTENT OF +2 PERCENT OF OPTIMUM. APPROVED
EXCAVATED MATERIAL SHALL THEN BE REPLACED IN- 8-INCH LIFTS AND COMPACTED TO 95
PERCENT OF STANDARD PROCTOR DRY DENSITY AT + 2 PERCENT OF OPTIMUM. THE 20F2
0 FINAL SURFACE SHALL BE GRADED AS SPECIFIED,-COVERED WITH 8 INCHES OF COMPACTED
z GRAVEL.
52.2
44.71'
LOT 13 BLOCK G
0
g 460 28.8'
VAIL DAS SCHONE FILING NO, 2
F _53.2
o
I-N LAMPE RESIDENCE
R®RRRR� � IN
y
T46. 38.6
T=53.d � , 8
o � RR.*'''•. � ` : 21.8`
T=52 1` -ri
® ;�
-41. 35,7'
o w P
°
• R ~
0 52..9' 011 �v' � *° ' .,, OD
GENERM 52 ® / T51. °� .
\QPPG�S T
04 `
B44.4' o-
+° 1. fS Survey: l.,[G
,- DRAINAGE EASEMENT LU
• . _ /� �j
zz
y • ° o 2. contour lines on � map hot o to r N .� "' �• �
11.0
° .• .. '� .sue i ?.
National Map Standards accuracy.
*• q 3. is of f
520 200
j ° ° l t 7$ in ml
o 52.4 ;" ° �0
1�052.6 45 002114 Filing k . 20 c31 y y Colorado.
l4
• �� ,
0 0 T52 845.0{ 9j ` . , According for 1 l al
/ RR eg$ y defect years
4 u first h defect. In f, y any
53.0' �t Lion based upon any
defect in this survey noed
more
T=05. y f date of certification hereon.
41.
T E •R6«
B-35.1
,
5 53.0 `
OD
.*
T
o
• = 12°0 '4I ' 53.3 V
OV ., e
!. '
R® 125.00 `
m
f
t
•° I
• • 0 !
51.4 'i <1
* t
53.1' 53.3'
°
ry
52.6 R•RRR F!/ _ L ��°
°
�_. ._ __.. .•5 ,SRT 522 w 8027°8`
B. .= TOP OF REBAR ASSUMED •,•
• = 3'8050.93 I ELEVATION '.
f 0 ®
' I
i ( SCALED)8=49.2 ; 976 UTILITY EASEMENT 41000100 NOW pan ow"M OWN so"Now MM
Q
•* s„ * .• �' ¢� _ DRAINAGE EASE /NT
# .°• .. 8=438
y . .R' r<. , •4•
t
I
52.2 '0000 B49 TS�.o�B�.O' .�. �,° � EX ! S1` l NG l�C��. ;�Q. I � �,
��
*f 7'48.1 q .. � kq . •
��.• til
52.4 8 44.6
to,
.g•• --
• � t 1 o x
bag` I I
LO 13
g .
31 •• 82.6"
98.0' 0
$® 95.6 �
J4.1
fl .,
4- �e
! , f NOTE: All elevations shown (topo shoats and bottom of rafter
823 elevations) are tied to the benchmark (elevation: 8050.93)
25 1 @
smax"0001 om W"mom ow am am"M
•'
98.3 t Bottom Rafter
p� '• .°g i f pint Number Elevation
Q "' � t
l 34.18
2 .34.17
SCALE 04= i ®•.��e®®• f` 3 4 3430
,. ®® .'• 5 34.38
T=05.9 s' 34. 36
a •
....
f ® 7
34« 1
LEGEND 7
� 8
�..... . RAILROAD TIE WALL 9 34.2 3
T -TOP OF WALL 6 -0.9' 10 34.22 m
f CJ 31 3433 .
-80TT0 OF WALL � / f �� � �2
.
-SPOT ELEVATIONS 34.31
Q . 1.3 34. 35
-DRILL MOLES
/ 14 34. 34
15 34.37 ,
-APPROX I ATE SRLDR. (E-f.7; :7E;. ®� s 16 34. 37
17 34.41
,f f 1.8 34.34
f 14 34. 38
f 24 34. 38
i 21 34.40
22 34.40
23 43.44
24 43.51
25 43.50 MWdW
26 43.44
27 43.48
28 43.45
4 52.50
30 52.47 ,
3l - 52.52
10 y
OF 21
52.2`
t L OT 13
VAIL DAS SCHONE SUF3DIVISION
460
288
J°
EAGLE COUNTY, COLORADO
532'
uj
SCALE I 1
q p.
Idu 6 T &l.Ea«p B 38.6
j� a
` to ,4«660+.0—RAILROAD TIE MALL
-BOTTOM OF ALL
X -SPOT ELEVATIONS
O ILL HOLES � � a� � T-41.26 35 r` \
awtl. _ « 0
A P P R QX I AT E S H L D R. lac ;: 52.3 0 � � ��j 1�1 � \ U P I G��= �' '°.III! �� o�
I Ufi� E. A�/ �
.*4
�
I B 44.4 .
� F
AF
L 523 111 �14100
� e .
"1"I �L
2.0
G .
,.
t2. xa" �� L �Ua "' L-I F '11 C .
P `
. . , .
r
« 54.2
`s 0 6
5 r
i
>g
L_
p
12°08`41 " . "
511' R 125,00
�•
L = 26A9
C= 2&44P \a �'
t
tt�
r
ffi ( � UJI
51.4' �
53,1 .
• .�..
. ,
«
'52,6 •. 4 ' $ A
Tz5 7.
B.M = TOP OF REBAR ASSUMED ,•° � .q `'
s
ELEVAT10N = 8050.93t 52..4 �.°° 1 � T-48.3 �� � 0 m
mommom mm mm mm mmo mm mm mmm won
GARMISH DRIVE q _ g
y
„ „�- �.;, � 1�' . �� �..�...,J �°°"� P�L, .`P mod'-�.,✓�P�- �R, .I`('°"` -j'! K -yFr
�2. v /
"no ww
s's ,
1 .®� I �
52.4 T4z3. ' B 44.6 ° (��
861
LO 13
i .m.
! 31
82 6`
"
✓ -F� Cr, r
NOT 0
AREA A
�3 B8 1 s
c� m 1 11
THE SURFACE OF AREA A SHALL BE CLEARED OF SURFACE VEGETATION AND BOULDERS. IN `'`� 5"� '
EACH DESIGNATED PANEL (1 THROUGH 9) THE IN-PLACE MATERIAL SHALL BE EXCAVATED
TO SPECIFIED GRADES. THE EXPOSED SURFACE MATERIAL SHALL BE THOROUGHLY MIXED
AND COMPACTED TO 90 PERCENT STANDARD PROCTOR DRY DENSITY AT A MOISTURE CONTENT
OF + 2 PERCENT OF OPTIMUM. APPROVED EXCAVATED MATERIAL SHALL THEN BE REPLACED ®/6 g.� 82.3
IN S—INCH LIFTS AND COMPACTED BY MECHANICAL MEANS TO 98 PERCENT STANDARD 25 160 °Q
.°
W�NNW
PROCTOR DRY DENSITY AT + 2 PERCENT OF OPTIMUM. THE REPLACED FILL •MATERIAL b• I I � �
SHALL NOT CONTAIN BOULDERS, COBBLES OR EXCESSIVE ORGANIC MATTER. EXCAVATION �\. � .°' - ¢
THROUGH COMPACTION TO FINAL GRADE FOR EACH PANEL SHALL BE EXECUTED IN ONE Mom mm mm mm mom
CONTINUOUS OPERATION. PANELS SHALL BE COMPLETED IN THE DESIGNATED NUMERICAL �• !
SEQUENCE. FINAL GRADED SLOPES SHALL BE REVEGETATED WITH NATIVE PLANTS AND ..° .
w A04
GRASSES.
AREA B
AREA B SHALL BE STRIPPED OF SURFACE VEGETATION AND BOULDERS, AND EXCAVATED TO Illrfl _
SPECIFIED GRADES AND LINES. THE EXPOSED SURFACE SHALL BE COMPACTED BY
MECHANICAL MEANS TO 95 PERCENT STANDARD PROCTOR DRY DENSITY AT 2 PERCENT �.4.
OPTIMUM MOISTURE CONTENT. APPROVED CLAYEY BACKFILL SHALL BE PLACED IN
8
Jill
-INCH LIFTS AND COMPACTED .TO 95 PERCENT STANDARD PROCTOR DRY DENSITY AT + 2
PERCENT OF OPTIMUM MOISTURE CONTENT. CARE SHALL BE NOT TO DAMAGE THE
WALL WITH COMPACTION EQUIPMENT DURING CONSTRUCTION. THE GRADED SURFACE SHALL i V
BE REVEGETATED USING NATIVE GRASSES AND PLANTS.
AREA C
Cl L L"
THE FILL MATERIAL IN AREA C SHALL BE EXCAVATED TO THE GRADES AND LINES
CORRESPONDING TO THE BOTTOM OF THE FOUNDATION OF THE RELOCATED CRIB WALL. THE
EXPOSED' SURFACE SHALL BE COMPACTED TO '95 PERCENT STANDARD PROCTOR DRY DENSITY
OF + 2 PERCENT OPTIMUM MOISTURE CONTENT. AFTER RELOCATION OF THE CRIB WALL
TOP-SOIL SHALL BE PLACED IN THE GRADED SURFACE AND REVEGETATED. WORK IN AREA
C SHALL BE EXECUTED IN CONJUNCTION WITH THE CRIB WALL RELOCATION.
L
AREA D l�-
THE GRAVEL SURFACING IN WORK AREA D SHALL BE EXCAVATED AND STOCKPILED FOR
REUSE. THE SOIL BELOW THE GRAVEL SHALL BE EXCAVATED TO A NOMINAL DEPTH OF 5
`il FEET. THE EXPOSED SURFACE SHALL BE COMPACTED TO 95 PERCENT STANDARD PROCTOR
DRY DENSITY AT A MOISTURE CONTENT OF +� 2 PERCENT OF OPTIMUM. APPROVED
EXCAVATED MATERIAL SHALL THEN BE REPLACED IN 8-INCH LIFTS AND COMPACTED TO 95
20F2
PERCENT OF STANDARD PROCTOR DRY DENSITY AT + 2 PERCENT OF OPTIMUM. THE
FINAL SURFACE SHALL BE GRAVED AS SPECIFIED,_COVERED WITH 8 INCHES OF COMPACTED
GRAVEL.
Z el 2' P7'
i
<� - �
f
7�
n ai
T1_ 0
r'
a
C-7 '
IQ 114-
101 to L
K IN
0
-
a
.. '. 0 xfl
0
i-A
AW , 7`- (?, 2t-fir 0 C-
I
[. I _.
6—r a, , p ;=I
1 ij G A l-_L Lam.kj T }m 4 4
C 7A.V_El_i
3
Alti.tY �,?�•.I `jam- l�"t`t t_._l� l `;�. _ _— �
r'
f
�k
7"
ILl
C);
f
f
GENERAL NOTES
1. All materials shall be new.
2. All 'timber shall be construction grade f-12003 PSI
min. Douglas Fir or Hemlock (test Coast or Western),
pressure treated after fabrication (see note 6). S4S
(� 3. All stretchers shall be laid horizontally.
15 LF;' 4. Fasteners shall be machine bolts to match ASTM
A-307 specifications & Teco Spike Grid or
approved equal. All hardware to be Hot-Dipped
Galvanized.
5. Fill within cribs & behind cribs shall be
sand, sand and gravel, or other free
draining granular material placed in 6"p
v j A layers and compacted with vibratory
compactors. Fill material shall have less than
s
% assin a"200 sieve.
Qjehn & Associates inc,
6. Pressure treatment shall be of ground contact 429-1957
retention equivalent to AWPI Standards LP-22, 1 £3 21D L� l ., t , COLORADO 80003
LP-338 LP--44, LP-55, or LP-77 with preservative type description
at purchaser's option..
chocked
y cis
prepared for _b,no. ��t*;
JUL. Z
t
1
)
4
I
,
-°4 t.... L
` F
__J LRI
p
�!EF-;1 I r
. {
r r
- - v
- � I
{ �a r
4�,
UAL- �4I
Ot
FLAS _ y
I
r
`� �
R a L� `jam L1
- --- lies
*<
- - -
A It !. p �r�,L �T' ,3
-- — - — I I -
f
a
,
4
GENERAL NOTES
1< Pads shall be placed in alternate sections with a maximum of 1 caisson
per section.
-- -r 2. After the residence has been leveled, all shims and plates shall be
I ,
j � —7 __. welded solid, all jacks removed and the space between the caisson and
i ~ existing footing filled with dry pack.
,
3. The Soils Engineer shall be called to inspect the excavations'
4. The Design Engineer shall be called to inspect the footing reinforcing.
5, Concrete shall be Hi-Early strength concrete with a 28 day compressive
strength of 4000 P.S.I.
6. Reinforcing steel shall be grade 60,
7. All reinforcing steel :laps shall be 24" minimum®
I
G
8® Construction and repairs shall be done in a manner to prevent any
additional damage to the structure®
FP-P-;> IPHERAL-
TX 1, c7 �
jAC, -
�.
4�
!l. -x� 429-1957
}ti 1 N �. WESTMINSTER, COLORADO
description N
check d by
I
JUL. , i a ,-
re r for Job,n . °
ice;
. :?
1
C7
t�
fr0/f �i Qd
A } .:
W �P HOL s D 11V,STALL IV,5V l
t� ® " i ,d
P - I L.
DAY.L1 1--lT
EXIST/N6 RL5TAIIUIN67 I-JALL
r2EMOVF EXIST. 771ML35P,
C
F'I LA T r . . 95'rAPNINI WALL O
X BEYOND
@ b k°F�LAG4" W1714 A�f W
/7- 0" O.C� . x1 < `,a
j../A L.L_ f,5 T./A P L f / V
ON 71 v f t�
' 7 f3,QkS e l P " O c.
. . . � � NOTE: F-IELC? \i'E°R f Y
7714T W 4 LL F007-I IV C7
k.. '7 7- F'ASS
_ IF/\//<°A J1•�Lt
7 90/ 0
PLAN
a� „( G4E HOLES 10 PO 3,0 40
1 ' G A L-a P' - 2-0'
_
�r
' 1I1I111 -` 3„
/Q 5 7 B A/Q 5, C-,OA1
N N 4T�r Pc L
G�A L7F
7 77
o d
Ii �', 1. ALL C-OtVCRE'7 �e�AL-L 41AV`Z' .�t . 2- z. 141*y clol\,f IF-= I v
µ\
,�5E-YOVCD c�"7 frt�7 �l ?✓ ?c 1. ` Sl+ X11 ( 1 " t�lY�1 2 "? t
La 6
CxT�P�I 57�EL /N T c� 1,117 A`_7 7 jP > P*9E117
P1,L A 5.7-E-R /FOOT I AJ
4 2• . � 1 � _ .9L_L � `Al�-c�1�c./fir' .��- 'L< .Vtt
LLxtULl7 r�i/ / s1 �tLL r3 r/l/crG� 1� Y1vCa!/1°
$10R SVOLS 11fSCOL7°GiRf7— f 1�'/C7� 7-0 1=�ILAG6WEt-IT C-)F=`
G IKE,' 1JAe ' / ANY
C-oA//T �r Rfci c
4L Z- .fir--1424"
AR ,PL1G6S .S 1f LL 07 .Ile
o
24'67 a A R5 7-0 1-11Tr-/rA/ 3 PEi5T 4
e 661-7--0 Lin/T
It
1� r eqn
6
ell
4G a
4
rz1LZ- 11,1,7
J �
(
1-7 J Oat
John & Associmatesinc.
429-1957
-SAECTI ON A - A 8120 SHERIDAN BLVD., *320C, WESTMINSTER, COLORADO 80003
description W8 AS 1\107---LI,
"MPF RESIDENCE drawn
date JUL, 9 1985 prepared for Job, no ..,;
j
. k_�.�._._.____ ._........ .....�.�_.__.......__ � '"' .:.
a
I
w
silk
''sr`� GQ
- 2..-
• - K >
i5,Q
i
� a
- -
j
.T
t
Ct
z:7 4gsx,
I
r
r.
5 f
1Y
1 ,
-� N r 4
- > � ,
Pa 1. :5+4 E-T" 2, — _ Lq1 L
°x
jj
__. V r
14'Y rT i
PIC-
W I h
/
�1T Q
vi�2 16r 14 YVAy -!S P ac-, C L_ '5 L4 Z C=IF
xi { � j�
f 1
m
GENERAL NOTES
1. All materials shall be new.
� 4 #w, ✓ 2. All timber shall be construction grade f=1200 PSI
f ,.,, mi_n.1P490 _,P0Eor Hemlock (West Coast or Western),
pressure treated after fabrication (see note 6) . S4S
3. All stretchers shall be laid horizontally®
4. Fasteners shall be machine bolts to match ASTIR
--- A-3077 specifications & Teco Spike Grid or
? approved equal® All hardware to be Hot-Dipped
( , - ° Galvanized<
5. Fill within cribs & behind cribs shall be
sand, sand and gravel, or ether free
r.t draining granular material placed in 6"
Vii, l
layers and compacted with vibratory
compactors. Fill material shall have less than
pt®gip ✓F
f
r C' r"l\,L ice. - I 51/,- passing a"'200 sieve. & Qjehn & Associates ince
-- r 6. Pressure treatment shall. be of ground contact ® 429-1957
°
retention equivalent tQ AGa'PZ Standards LP-2'?, •' SHERIDAN WESTMINSTER, COLORADO 90003
LP-33, LP--44, LP-55, or LP-77 with preservative type ;.e w description ,
° at p urCllaser 4 S option.
� � '"` °„"" `✓° — �•a fll�l��.�o �° sue" r" ....._ _M...,..__
9 °® •® r ..
�1r ?otf
Q,6\t" JUL. 1 7 1905 prepared for
i z ` "7t I
(4)
N
I
{r
6 ,
N { I
,
4�
I
, r -r
I -
_ !
_
I
i
1!
t r-A 1r 1� i
t«+I-A� �f-f1�i G�e+
v [
,
_
., ! Y
I
_._
I
I
r
,.
// GENERAL NOTES
� I ' ELI
1. Pads shall be placed in alternate sections with a maximum of 1 caisson
{ 11 P C
_-`r ! ��
per section.
2. After the residence has been leveled, all shims and plates shall be
— �$ welded solid, all jacks removed and the space between the caisson and
existi g footing filled with dry pack.
ng pa
' `n r
d � ✓' � } 3. The Soils Engineer shall be called to inspect the excavations.
4. The Design Engineer shall be called to inspect the footing r '.nf i-i
e Iles g g Weer p g e� orc� g
---- 5® Concrete shall be Hi-Early strength concrete with a 28 day compressive
( strength of 4000 P.S.I.
1 III
6® Reinforcing steel shall be grade 60.
LE —
1 ��. G2I 7, All reinforcing steel laps shall be 24" minimum.
r I �
8. Construction and repairs shall. be done in a manner to prevent any
additional damage to the structure.
C GRi hl,
i I "w I° `4 n Q
f
i
r, I
' I '`�� .: `J��:..,e`er_ `_"_ f` .✓,'✓.mil✓�j `�" ®®'�.e7S.i���t`h�� '� y
r
/t 1
I ., 1 __ f, % • ��
0Z 5
®� �® w*
} 6
i Qp��►��
Jehn Assoc"latesinc.
rP- �jr 429-1957
8120 H RIDAN BLVD., *320C, WESTMINSTER, COLORADO
_ I t
_ — checkedby
_ I �,,.1
prepare for Job. no. �
` SHEET _ m
exit
A 7
OXF Aap
IL it
1 goves-06 POWs
fe V
t q --loot
47
AT
44
P4
WWI
woo
So!
4
It-0
`NN
.........
u
LAW.
gglt-�1,
psi
fit
09
01 0,
V45�t%r lit%Zlwttll" t4N-15# J40; I?Vvo 3 4 WON
4 KOWA , I I
W4< i?
q D VA-0
Hie`
AVON,,
OWN 1 C7
It! t 70 -1% ON Vne 0, t"1 14,Q LA
'I gyp q Now
JA
As CPO 54 \/Ati.- ICANK
d LL-rt
4-1
af�
40-
141,
owl
AL"',
-. 7) . ! I
'K - -,, A P*4 0 V E D
Nil
. ...............
till
--------------- ......
/01-
77-7
NI
MAWN PY
Ltfl—f+*-*- ",41 WRIES q,
*ATE: <�Mz
B-1 29 G
*jJ
ILL M,
ZZ'
41f,
-ew
low oo*�*
01
-row
00
to
*Vow
I aw,
IL
VOW
Vex TVW V,
T-7--
If
MOO"
4-�
w
41t
I
---------------0
(c
r to r*4 PL,44111*4, I.
A P P R 0 V 9 0
NoW ............
.......................
—InpPA ..... .. .. ................
JEAGLK COUR COLORADO
..........
Ic
"Ie
P*I,Nlrao ON IN 0.loex
--Now
..........
t
-4
t4�
IJ
wow
'40r
-=�=Wv.
it
V.Y
-------------t-
0c)
iv
ARM=
WIN&
�2>e CIO_r. ft2vf=rnsrl�
4
low
X
MA
t orruz"
/+1
L
Na
-----------
X&
Coll, Ott
0 - o
4 4- 4 -iVl
1, %_W
A P P R 0 VE D
Date -----------
................................
Permit # ..Z -------------------------------------0
---- -------------
Insp. .....
EAGLE COUN COLORADO
APMOV"OY
9 r,
A
VA**$
fit.
1 41
7 7--
77
N
Al'
004*
401
't7
1-4
slope
40
4"
41
7
....... ... .
ow
Jim
"#*WA"M
A �,47-
A
A P P R 0 V E B
OW4XI05 15. 10........... ......... --------
Date -------7-
Permit
Insp.
COLORADO
OUN
F-AGLE COUN
71�
"#oot;,K� l$4WN
Moo' IN
'MT 401149:v,
............. Aw
Co,
JAM r
G -FE
-,Y
Not
M '77
A
x,
a
* "
,
,
- �
tt
,
, d
^
W
r
a
�r
d�
r.
r ,
,
r�
ti
,
y a
a s
n
_.. .,.
a rwxy�x du«N w ..
j$
"
+l
K
W
, M
i
N ,
Vts
@ 4
s
+a
r
r
z r
,u
,
r
.r+w,. m„uwr• .w.+w.w; cats uu ..,,,. �,.'. �� , �'_,'s:•
f
x .
xwau�,.
v
k
k
- ,. „w.r.wmn,..e,.vmN_x+rv,..a*.vv«rtasam+,x„r+ v*wwwau•�+.,w»t+kw.,+m�:..-:rzas'nwN .... , - ,.... '. 'x:e':y»':
M
a
v m;
}
t
a
* o
z,
t
f
R
. - '*^•w.' .. �,- .' ,-,, ,tie.
,
t:•. ,:`:
'
i
^
{
TTW
_ . .
�, x
,
rr
k
1
t
l
Permit f ,
�
°� -----------------------------------
._ ---- ------ ---- _®_—__®_--
EAGLE R
OV C040
JAMES R�
- A
u F t h
n :
< g
q :yya}1 w, x
I -h
a
e
_ ..,. < Yx v t x:,r „ x ,.<-,r ,e• _..,,, .ve,.q.. .i. ik,:v a„g:. » ,A ":v ,, x. k;
,::
Wl,MAU 4-
loom,
Wl-
-Valry
or
4-
04M4
'o
A
4 4
oe *Zo::,:VS4
Ler.-1
N 'rUA44-
A -4 Tuim,
f---- -- ----
owl 11W
U I L -t% s
'for
'YV
M' .-r
F-AIWM ft
ot%uu
A4 Fo
too
'M
n P R 0 V E
jaxt"Z g�'o. 50,0VA.
JaA I
..66---- --------............
Date -------------
TT
...................
Permit
Insp. C�. ..............
vglo�-4�=p �24 Zoe -------
A
0-ORADO,
FAG
LE GOUNTY,
x4o,
.........
x aw-L~ evom
VTUc=� 4"!-4
CIO
77
r#4a
xt
w rf WWW
J A tvi rg
........ Vzo Orr
A,
0
, , "': �1- 11 / - I I v
"S36 FWUMD ON MQ�10","CUtA*P*W-r
IOZ
av
-Ail
Tv w., -
t
TVVV
Ale
00.400,
104 — ,4:20 -*ss� CPA
1'co 14,
114
IN ,
*r4w,
..........
Ile,
A P p 0 E
Date
Permit # ...... ................ ....
Insp- ----- - -- ----- ...............
EAGLECo N COLOR .... ...'saw
00
,4.0
z -,4
14 11
7 7 1�
T 11 TI I
F
SCALSA& my 4$40
serTA7 .
0 AV1Pe_j
2 �D!�
VW
A
"XSS WSWtV 014 NO.lowft 43"W"INT
a;
x
a €
I
s
x W amp - .•_ i
4
J
:
t
c
'
>
ywaweKavn.xrMw
b 4
F [
F
e
iii =w, j�f
r
xy {
t {
t
'
,
t
f
L
x
„ gwwum+Nhnw«rwwnww+xxxwr«wa.sev«ranva ey
i
s
4
L
ti
CIA
....
s g
4
P
^ , i
ff :
{ b
wee« N, m
x
F
b - yym mow•.:
ter/
i qg�
:
- •
I
b
«
f }
/J
4
a:
V .
{ :.....a
. off
6
y t {
4
f
f «
a /
8
s
«
t p r
F k pay°
F
3
: }q
f
{ t
} q
I
s
k
b
s. : -
€i
t
„
,
x
p
Y
:
x
:
,a ,
"
M
,
+ :
y
a
r
> l
k
A
_
:
x
ffi
8
,.
< o
N C5-1
Li
FI --0--
a yaw i, ,7,
h <,
1
a �
A .? .
{ ,
erE€fi �.
4
t____
EAGLE COUN COLORADO
a
,
f
I
t
k
A /
t Y
Vin.: + s.
u,
rz
P! m
GUFFEY
e
d „ act
Re
VEF
""a pmumblo* E
x
x
r
z
.t
Oil
:2*'X-24" MAO T
IL 13
t
1,x,2 4!1 f=�.�
T
1A
-14,T
.1 41-05C—T
-24"X�24"
-ow
TVvVeM4 -4-
VI
'row Borr"aI L
ui
77
Q0
WSW ol
L
�e4r' c:*4 EN Tow
aVW;4-
A"n At
N
7
Its
W
If
Coll
L4\4 1k,46 F.��
4--
.01
------ .......
co
7:;/
"X2'tc�
"0
Cz*-4 T TO f:;"
—---------
pow
o V E
sr re
P P
4t
Date
...........
7T,
..........
COLORA
Iwo nso
A
pit
ow
42---�wr e,-or rv� tr-oot-.jr
-2
70
,R St
oo x Z4 L,<,1;;> I eii,
a x 204wt. t454
I"! SCALIE-:46 APPftOVIED BY:
DRAWN 13Y�jf;wv
j
IZ4 pzea:vr N e RgVISED
A,
JA
Ire=—----------
DRAWING Numeaft
Ft:)U C>A7-f0t'--J C�e7- t%�,J r�)A7 10�� 0 MT.
24"s PRINT40 ON mo�10()om CLSA"WIN'r
Oil
-20 -7 457
loir
all
Fa 'er
il�
c,*,.co Poo, OZ4.
—4
EAT4 T
X
14� oodaz _4_n�or -1vivoic. 0111%.0
cvla pm wy.
N
ljl
71-44r:�, eN4f 5 Wr
4-
TV
............
4.4
S21)
k3l
7
--A
rz x
�qj- IL
t)
kli
IT
X
4k
<4A
<901940=44.. P4011=- 0 f!!�OE444--V 72�7 e)E� �2,44nc*_') I a ak_"10,000 FAV5 I a>r-re f 4S;UJ r. AgL-.�4 t Trl=TU RAJ- ApFv__l;iCA4_j4_.l a c-4QA4=r-. CvvRAFZ>fvw*C;�)
6,
Lj Flp�R.. L..E.:�VEL. V4-
too I
------------
Tmv dlx
i5l-ou�lj C7 *144;47
700 950r.--1414
r 4
491 +
A P P R 0 VE 0
............. ...
. ............
Permit
.. ............................ .....
a4
Insp.
f Lt COU NJ
Y OLORADO
-7 4 LAMPE
�_2X
WjSOT VAIL
APPROVIZO By:
SCALE DRAWN By
i DATIE� REVISED
R.
Af 4c"ll Tl
-71
F""w��_t - I I
IM
EAGLE COLOP
DRAWINO HUM109ft
.. ..^_-....,«.......,.,...ww.,..»..,.,«,,._».".,�....,.,,,.,«..,,.a...,»,:. »..,...:.,a..:-.-..,«..,.,.-�.:..,.«w,.�w_,-;,.n....«..,<..««.,--.o-..;�..-.... ...».,,,«.,,.=.;w.....,...,.�.»„..a+,.�.as•.:,a, .-�..,»w»nsava,..,....,,.,....,�.,«,°.�.«., -,.�. �5
p
„
-row el:veistL
i
• BY
DATE: REVISED t
4 i t 3 k
„s
f r
f_
p-
,Ff P
r»r k
g
_
f
g{arxm ° k p
l fir.Y'
�e r
`x
r1
\``r
» $#§a
r
6
�f�C
µ
i t�t f f
pp i
Y,$r F
n
,
t
_
r.;.
T^
� t
m
•�
}"s
,f e
F
-.,n......r
t�
i
�.,
« ,
e p
S
+
p f Vi
i r
gg
i I
}
-t S
S s
"7
a./11 t
�
/
,a�
«
w`
n
OL-
,k
TIOW
.m�1_
„a'.«_
_u
all
pMr 4z
R AT �l r
ors
TF-
VIt Lott
cog
Ile
A P ` R
Date ----------
................
.....cr�
aper 8t -----------------------
p°
,
.a_.
,
COU COLORADO
F " F j V4,11 3 EW
{ a t
----------
46, 8 7
_
a t
" «
•f:� "
24"s PRINTF0 On lt6i.loco"CL"IRPRINT