HomeMy WebLinkAbout1704-28�•
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POST MILES -TOTAL PROJECT
SHEET
NO.
TOTAL
SHEET;
27,
O
c
ZB
39
/0" cone. brig.
cpoadway
V (0
cco -"07
rDa?teApprov
-+-. 2" Don'Iesfic
V
90•
I
�Uafe� Line
••
<ix
d 1i77
N 8P'* 7 06"/w
`' -- 60' .- �'�
.5 109
3 10
of a. /,37175. 1W to Mla
raded N3•��\
� Turnaround & Di fCh
N 89 ° 3 7'06'1 IT
7
Togehsr770V&d�°w
EC. /4 /4.39 S ; ' - *�• Nd9097'06" /iY
rAll - 3 ,Qi 46 6� o o %yoy�
/ `9 I �Dir`efi Carve
d� 0� fir) �3, 2 � v �, N � � .
0 3 deep x 3 fhic k R--26'
le�' c I 1Air /3/own Md,- lar j 89°57'22"
F CO -O/ , wa//. T= Rd. 98'
'C
fad Tro'nsi fi on, Be in Roc/r,�l ''ran
.#-
Ri hiv^id� ' 9'
A cco 7
\sN ' -
Scale.- / "=20'
-as�i��nf Lire
rQ
0
6'as
oo
� Q
Q o 0
Sq 1297152.27
w1dee7ee
/ S ooei
2 Q./ I Y See .Si7/O
77 12571/8 27 `'� �•,
°0 Top 0 r0,// S/opt
r?d Dike �t , 28 x 20 cs� � 0 e� cco
,�
�3• fie.►•
Properly Line
' ��
00:3
At
h
5 vanes 20 ` to 50'
X-- C— �t Ur�d�r C'or�cre�e
7
G'h� nom/ varies var. !/ar'ies
5' to 39' /0 'to 0 & to//'
0
0 , `n I • C
!/ 7 /� 9✓� �i `
A' D 0)
Q /2571 28.27 P. 0. T. ¢` 1'mpro vemen� =
,,
5 ,
/0X00-00 P.O.T. C Type H 0 fc/17
51
' 51
SZ
•o
qK
X
Roc .4 ran s/ e I/ari� / � - �'-
~ g9' - /8'•� a End ,� p ov s 0.. � 3 04t 2 3 04 2' 0.
i
70'
0
O
0
0
��Ks
v I
�
C4 Ao14 e
`� • 13'
_25 ,�, - 25'- . 7' 17740e
Its 2�
PROJECT ENGR. DATE DESIGN ENGR. DATE
L Ighf R ,sp
(Me/hod 6 P/acernenf )
SECTION A—A_,
I - I —I
SECTION B am B
JIM She491 /Y
26
o. /
ROUTE
POST MILES -TOTAL PROJECT
SHEET
NO.
TOTAL
SHEET;
27,
O
C' Pna
ZB
39
/0" cone. brig.
cpoadway
0.5
rDa?teApprov
-+-. 2" Don'Iesfic
V
REGISTERED CIVIL ENGINEER NO.
I
�Uafe� Line
••
<ix
d 1i77
6'as
oo
� Q
Q o 0
Sq 1297152.27
w1dee7ee
/ S ooei
2 Q./ I Y See .Si7/O
77 12571/8 27 `'� �•,
°0 Top 0 r0,// S/opt
r?d Dike �t , 28 x 20 cs� � 0 e� cco
,�
�3• fie.►•
Properly Line
' ��
00:3
At
h
5 vanes 20 ` to 50'
X-- C— �t Ur�d�r C'or�cre�e
7
G'h� nom/ varies var. !/ar'ies
5' to 39' /0 'to 0 & to//'
0
0 , `n I • C
!/ 7 /� 9✓� �i `
A' D 0)
Q /2571 28.27 P. 0. T. ¢` 1'mpro vemen� =
,,
5 ,
/0X00-00 P.O.T. C Type H 0 fc/17
51
' 51
SZ
•o
qK
X
Roc .4 ran s/ e I/ari� / � - �'-
~ g9' - /8'•� a End ,� p ov s 0.. � 3 04t 2 3 04 2' 0.
i
70'
0
O
0
0
��Ks
v I
�
C4 Ao14 e
`� • 13'
_25 ,�, - 25'- . 7' 17740e
Its 2�
PROJECT ENGR. DATE DESIGN ENGR. DATE
L Ighf R ,sp
(Me/hod 6 P/acernenf )
SECTION A—A_,
I - I —I
SECTION B am B
7.90'
Tran.5111V7
ms's
TYPE.0 DITCH
� ImprDV&Man/
4750'
A
4''thick At B/own Morfar- 21
/ s/ope Pav1n9 bx
IZ
i0o,,
2'x20 "cSf'
: /7~0 , 11
Minor Con cre lc .co��•�cer'.� a�
Concre Ae gack�rl /l
:]� /0'1r -oma S E C T 10 N C C
S/owe �� ►�ir�`q
---Headwa// ,oer Sfo! 089 - �1
rX
k
ku %
Q)
70'
g0' T'
I/aries 1/arieS
�9'to 25' ll' /0 25'
' �Proii/e
(see 6heef
SECTION D -D
�9od,1-1%ed6y cco#s
Imp
5� I or F/offer
SECTION—GRADED FLOWLINE
_4!-f _41
11 i
DRAINAGE DETAILS
CORRECTIONS BYTYPE H DITCH_
DATE -______q_- aw
ROCK APRON
1
Typo 0 alch
,
45'
27,
S' ,5' 51-
------------- lop-_
0.5
cpoadway
0.5
••
<ix
5109 e
.5 109
_ w: g
of a. /,37175. 1W to Mla
_ ��1
F ,
..
R/ghf Side Only = 3' odeeo
co
r
3`llhie_l� 19ir- ,B/olvrr frlorfor
wif h *3 bars 9 �
/P"C'C' bo/h ways-'
TYPICAL SECTION
7.90'
Tran.5111V7
ms's
TYPE.0 DITCH
� ImprDV&Man/
4750'
A
4''thick At B/own Morfar- 21
/ s/ope Pav1n9 bx
IZ
i0o,,
2'x20 "cSf'
: /7~0 , 11
Minor Con cre lc .co��•�cer'.� a�
Concre Ae gack�rl /l
:]� /0'1r -oma S E C T 10 N C C
S/owe �� ►�ir�`q
---Headwa// ,oer Sfo! 089 - �1
rX
k
ku %
Q)
70'
g0' T'
I/aries 1/arieS
�9'to 25' ll' /0 25'
' �Proii/e
(see 6heef
SECTION D -D
�9od,1-1%ed6y cco#s
Imp
5� I or F/offer
SECTION—GRADED FLOWLINE
_4!-f _41
11 i
DRAINAGE DETAILS
CORRECTIONS BYTYPE H DITCH_
DATE -______q_- aw
ROCK APRON