HomeMy WebLinkAbout1966.pdfINDEX OF SHEETS
SHEET NO, I TITLE
SHEET Mi 2 TYPICAL. CROSS SECTIONS
SHEET N0, 2 ESTIMATE OF QUANTITIES
SHEET NO, — MISCELLANEOUS QUANTITIES
SHEET NO. — RIGHT OF WAY PLAT
SHEET NO.3-7 PLAN AND PROFILE STA. 1+00 TO STA, 127+00
SHEET NO,8-8.3STANDARD DETAILS
SHEET NO, --- DRAINAGE STRUCTURES
SHEET NO, 9-21 CROSS SECTIONS
STATE
STATE HIGHWAYCOMMISSION OF
•
PLAN AND PROFILE OF PROPOSED
: • , i,
A'
ST . �, COUNTY
PROJECT0
STA. t+00
APPROX. 460 FT. SOUTH AND S5 FT.
WEST OF THE N.W. COR, OF THE SW. Vf
OF THE S W. V. OF SEC. 20, T-30-N,
R-18-W
—STA. 90+32 J, PROD. $ 0553(2 )
'STATE LINE......... ....... _...._®®� •.�
....
CULVERTS IN PLACE.............kcc
COUNTY LR(E........................�.»®��
CULVERTS RE9UIRE0.,.-........�
TOWNSHIP OR RANGE LINE.... _..�,a..__... _..
DROP MLET.................._....�:[.ccc:v::cc
SECTION LINE ............. _,..�
POWER POLE_... _.....
NEW RIGHT OF WAY LINE
....�
TELEPHONE OR TELEGRAPH PDLE .I(
PRESENT RIGHT OF WAY LINE --
—
RIGHT OF WAY MARKERS.,
Ii' i----=
MIRE FENCE j WOVEN ..
REFERENCE STARE FOR NUp$ ONLY,
jj MARRED.
LOT LIME. .
"
CORPORATE CITY LIMITS .o� r^r.
NEDGF.....
YRLE6..., . .....
.
_
7 __-- ^_
PROPERTY IIVINe..,....... y - -92R
TRAVELED WAY OR PE.., --
GROUND ELEVATION,.,,.„„......„DATtRt
EwY
. ...................�
BASERAILROADS.......
49E OR SURVEY
GRADE ELEVATION..,,,-„-,-„-.
IF
P6RH ° IN. 4W R.
SCXLCS MRPYtiC HdR, ° IN. -IM i KRT. I IN.® 191
CROPS SQGTIokS 1 I IN.-Io R. VCRP',18Ni
R-IR-W
IN
IN
a�w(
s
• A
L_
ff
icHm
j
it g� n
A
E55.�S
553.0
II'S.�.
wi.
—
Fi c c P y
T_30=N
N i N pRApRpg ^- „� LEND PROJECT SO553 f8i
STA. I4I +Vy
=STA.,92 00 FROT AND705F
EASTAPPRO F THE FT NORTH AND T05 FA
N .I s �� EAST A, OF SE , W. CDR .-N TH18-11Y °F•
er II k W. K OF SEC, I6,T-30^N,R-I@-W:
SCALE x
N LES
TOTAL NET LENGTH OF CENTERLINE - 2.386 MI.
STA. 119+60
,.rt +naHw.v
w�:.a»•.R
cw.ewaca m[-
v
POT
STA.4, 1+39Q0 STA.53+1690
AZ-161`2T Ap50553 (BD `f" �!
ui
//
.�'. Z
/ Q Q
w"' CONST.F,E.LT,
1-I6`%26°C.R CLASS Il8 REO'D. �Q \ STA. 54+07
CONST. R.E. LT.
Q *� + 1- I8'%26'GP. CLASS M REOV
WOODS ol
m
��----7� ____.__ �_.___ y - _ pgOc - -
d____ _ __ _ ._
mL____ _____ w____ _____________ Y...---_
o— ____ _ _ .____ ______
��_____. _.._.______q _1 _ ___._... _...._�..- X —--��-----
---------------
• � f ---�W � fd
'y !f STA. CONS5T F ,
" STA 34+82 +STA, 36+64 ,f `'" � I-IS*X O'C.P.
CON�ST Pf- RT CONST, RE. RT. �`., 1-IB'%30 C.P. CLASS 7%t REO°(k
A- {6 X 26 C.P, CLASS M REOb. 1- I8` % 26' C.R CLASS IIS REO'R. \
P" a�
�a 45 50 55 60
35 k�v" 4Q N
�P roc
I 4
z
�sTA 30+00 To 60+00
yF: CLEAR 9 GRUB
5 STA. N iMARKS�
NO STA f�SGFn P"6tON ELE�^.
4 1 49+94 SPrtf ik tl 6dut Yf�E LT 2 36 6 I
ENTERLINE LENGTH STA. 30+00 TO 60+00 ° 3000 LINFT
r } wnsTE
r- �
0
_..... AZ IS +
AZ-1842738Q0
i ''
0 STA. 34+80 T"
CONST. F.E. . LT
S.
1-18"X26'C.P CLASS B REO'0.
WOODS
i1 ,
STA 34+82
CONFT. RT.
8
I-IX26 C.P. CLASS ffi RE0'0.
c �
35 t a
STA.36+84
CONST. RE. RT.
1-18'X26'C.R CLASS M REO°0
40 0; 45
Nm
wi
z
30 STA, 30+00 TO 60+00
QAt° CLEAR 8 GRUB
5 STA.
+00 • 3000 I IN FT.
_
17
I
{._
i'IN1SNiP
APE
IL
e
6
{
T�
�N
�N
`�—_
..
—6
Nnd
°i� !
�-
x 4
45
_ T
50
I
t R ryN,y[GY I
�.repN � S 05S318H I �P
R3
/ WI
Zz
r Auj N-
za°
STA. 54+07
�+ CONST P.E. LT.
+) + 1-18"X 26 . CLASS IS RE6t
pp a rII f °
—s``--------k�.
STA. 54+20
�%"'^2 CONS 3RE R CLASSffi REOb,
50 55
M
MAR NQH p@KS M liV '-1 E.�}
wP STA AR -
a 89898 5P+ E IN b C0.K IKE _LT 92 -ZG j
(f
npowWw
1
i
AZ - 164-Q4 AZ. - �64'04'
a - 15'56 A -15-56,
T. 1. D. -1-30,
30
T. - 534
60 534 60'
L JC,-106 2 22� LZ 106222'
BE- OMFT &E.- OMFT, s7w 71 + 11
CONST F.E. LT.
1-18-X26 CP. CLASS M REQ'D, Bi
OV 7T
R�
2i
rg
0 0
Z.
1+50
T. MINOR S.R. COW RT.
+1
+
------- Li
o
A ---
-Ll:� -- -------- 1--==�=
C, 8 NW. RR
65 STA71 T60
CONST. S.R. CONK. RT.
1-24'X52' C-P CLASS IIIREGO.
2-APRON ENDWALLS REO'D.
"I T SEE DEAIL
P TO &Bi
75 90
so 85
z
ti 0
STA. 60 +OC To 90+00
NO CLEARING OR GRUBBING
NET CENTERLINE LENGTH STA. 60+00 TO 90+00 = 3000 LM FT STA, T YCH ARKDE CR(PT*N
J ELEV
------ 1PKE M ATT POLE
CUT 1 2753 61.Y.
FILC- 6B04 Y.
--7 IBDRWOW-z 6209
SHR. 30%
+02 %
co L—J
0
-X�
nmt t6 A 6o w" ------- I ---
L� 0 0 0
6 •
26n
65
7 70 !2 c�N .o + + 9
+ 2
n�2 nn
+ nn .0 �,o ^wi 36 Zwi .20
+ + lo
A iz 2 =- - -n -2 -2
AZ - 140'43'
AZ.- 140- 4S�
L -39-M
b - 39'17
D® 5*
T. 409D'
D -5'
T. - 4090'
LQ. -785 66'
LC- 78566
S E. - 070'/ FT,
SE-,070'/FT
R!
3EQUATION
P.I. STA I 16-tS646
---------------
POST NO I S7A, 1^5 + 58 55
STA 106+77,25
AZ - J06*43'
b - 6-43!
7 S055 3(81
POST, NO, 2
4
AZ.- 205.26'
L - 25-26,
CENTRAL 6-52-09'
D -5-
T - 560 80'
LC- 104300',
S E -,070/ FT. 7
Z
0
STA. 111+26
5
w
zt,:
CONST PE.LT
<
STA, 115+ 16
CON§T. Ff. LT. QD
I -IS X 26 C.P. CLASS III RE
j
T_
STA_ 110+40 kl
STA, 99 4-00FIT 14 CONST. PE RT A=
RE I
CONST , ,
J-IB'X26'C.P CLASSM REdQ
cx
95
100
6
mo
M
arran wr I chIrTM PTA 40+00 TO 120+00
+47
CUT 1,990
FILL q 1,4
SnR. i 40
sm, VC.
ss'a
:0
V:
K;
6
7
6-
9 100 -----
wj
105
8e
zz
STA. go+ 00 TO 120 400
CLEAR BGRUB
7 STA,
JE
DourHBOY INDJSTRIES
INC.
_5ENOR __MARK-$
NO -STA
FT
MOUND
STA 107+75
1-16'X38'CRIN
REVOVE
R l)�
T d
E +0 STA, I I
1-30"XB4'CP CLASS PEO, D Is- x 46C�R IN PLACE
7+85
2-APRON ENDWALLS
REMOVE
I- 24� X 621 C.E-QLASSS LU !!�dbr
APRON ENDWALL�S REO D
0
0 0 0
0 0 0
0
Vo lk Z-_=- -- - -- -6 2
ai t,� 5! -. ;.i� 7
2R 0-
0 _�_JLI15 6 aLLT__� +
+ +
3 -105 6 7 + +
Ito +
+
I
125
ao
zz
R
STA. IZO+OO TO 127+00
NO CLEARING OR GRUBBING