HomeMy WebLinkAboutC 1950.pdfINOEX
OF SHEETS
:ET NO. i
TITLE
ET RPM 2,.
TYPICAL CROSS SECTIONS
�qET NO, 3
ESTIMATE OF QUANTITIES
ET NO. 3A
MISCELLANEOUS QUANTITIES
ET NO- .—
RIGHT OF WAY PLAT
. ET NO. 4-24
PLAN AND PROFILE STA243.Ea.0 TO STA, 6O2.,46.4
-:ET NO- ®
STANDARD DETAILS
�':ET NO —
DRAINAGE STRUCTURES
ET NO. —
CROSS SECTIONS
- STATE LINE.
CULVERTS IN PLACE............
COUNTY LINE.
CULVERTS REOUIRED............
TOWNSHIP OR RANGE LINE _.__. _.
DROP RNLET... ,..
."-...:'..
SECTION LINE... .
POWER POLE.... ..... ....
.... +1
` NEW RIGHT OF WAY LINE.__
TELEPHONE OR TELEGRAPH POLE �..�
PRESENT RIGHT OF WAY LINE
RIGHT OF WAY MARKERS ....
®®.,.Af
WIRE FENCE WOVEN....
REFERENCE STARE FOR HUBS
ONLY, i{'C-►•,•
pARBED...
MARSH
w e
LOT L NE... ......, .. ..
HEDGE...
CORPORATE OR CITY UNITS
PROPERTY LINE - � .
TREES
TRAVELED WAY OR PE,.. ,.:..[ _o:
GROUND ELEVATION
C I L.or
RAILROADS.
BASE OP SURVEY LINE.... ,�..-a-�,
GRADE ELEVATION
STATE
9TATE HIGHWAY COMMISSION OF WISCONSIN
PLAN AND PROFILE OF PROPOSED
SIT CROIX COUNTY
.R• i
POINTBEGINNING AT A APPROXIMATELY O. THE SOUTHEAST CORNER
24 FEET SOUTH OF THE NORTHWEST CORNER OF SECTION 32, T31N, R 16W.
OF SECTION 24, T29N, R17W. AND EXTENDING NORTHERLY TO A POINT APPROXIMATELY
LAYOUT
SCALE
9
TOTAL NET LENGTH OF CE4T'ERLINE * It ( 3 Mr.
0cloom'
NOD TO SHOWPROFILE
AND ALIGNMENT ONLYOTHER INFORMATIONO.
PERTINENT TO THIS CONTRACT,
fY.1T[ PoP4HW AY
GOMMif bAOH 6R Wtf40N9IPo
MADIfON. Wif.
coRR[cr:
RAt[ 9(4�94
..COM.SXOSR 'OR APRROvoku{
APf Rd`V SEC [[+' � uGi an ev- sce
R[p[RAL StlQM&f Aim
MIUC ROAR[ ADM9KWTWATNRf
0
t?I. 54A. G60+4utb
Am t75r 46'
If
Pd7j0uj
uj
5TA 207.5@ PE. RT
$p
U 0
Wx24`C,G.S.MCP. READ.
.3'°
X
m
o J
u
24
w Cx
lY
>
fi F
STA. ZIO+40,5 X-RO LT
CONSTRUCT ROAD TO PAVEMENT STA 220+00 CON5TRUCT PE, LT.
SEE DETAIL
215
_________ L __ ___ ----------- _______
o ss
c5oa
STA 220+00 PE, RT
REOD.
rt� �
225
so'
a
.,75B
6423 V
w
C 564-7 C.71
_RQ- _AZQ _Q ° C-_TG4.Z.CY.
E's.3.• I5T.'T4 CY.f
P. lr� C.- tOQC.Y !e'9431 C`Y..
3.G re7s C`(
Z`. MRPI 138'4 CY
"1------`"-` *T 2S A 2 �G g ppj
sra zoa axo TO zi$*ao - 2507 CY $.a.nu. < R30"93VCF3MGR, IN PLACE - 1`oj
®Ea . i ... zxx+;n - 6$a. CY 5.r flL yF, CO FF
.. _ srw to s.la. Ta _
t "'6. 'F �•' r it ' ... .. ..a_
YII
ro'Z-24
c38'C EMCP..IN 12TO
1 _ 2- QZ`x T4°. C 6 5 M. R i k _
0 a N `S #gc t Opp C BE REMOVED
R
STA 210+03 s
1-24�xfWCQ,S.MC.P IN PLACC REMOVE
I-UOAS6fCG5MCP REQU
Y `
I
0 "
00 Q 0 Qf
3 40 4- d 7.�'Sn J 6 7 g� B
N0T LENGTH OF CENTERL�E _5TA.203+G0.GTO 230+00 2639.4LIN.FT.
!
6 BEGINNINGS OF F.A.P. NO, 756130)
3TA 2203+G0.C.. i
j� pd
t
9
210 3' I
2
r
I
8 °
Q�
8
0
4
'jo $ 4
V r Y
n65
C'" W
.t4 Ul
a
nm
_
4 ¢ 0
_61 nO
3 4
2!5
6. T
8
9 220 1 2
t
C
F
soot Y. c, . II
q�4 _
c
In
F
1f
�r
g ri
`T}
(
_
3`'
w
+
s
v
�
J
a
2 X
1=
Y1° D
w
5TA.Z34.92 CONSTRUCT P.E. LT. u%
1-IS'•IB°CG.S.M.CP IN PLACE' -GOOD CONK-°
y
SALVAGE A HAUL TO STA. *LQ5*06
pp2
`n
Z35
J =,w
230
T17�
>:
2
,!j
OOlt
LL
.. P.OT STA,243+70
_��
BENCH MARKS'r`:I
F ELEV.
-
Np
STA. RESCRIPTION
IN I@"ELM BZ°6?.
A23�.42�
T58 WII0 ;SS ,.
° £
t°3 236t20rgPIKE
2p Za3b78�W__ •__•• 26"MAPLE 33° RT. j 243.53 !
! T. Z37.34mi
64t3
3$
® STA.7.40+57 LT.
1-12:UZo CGS.M,CP IN PLACE- REMOVE
-1
5
STA.248•95 TO 2SZ•+40
REMOVE SUBGRADE DRAINAGE SYSTEM
tu D
STA.2S6*25 PELT.
1^ISR21 C.G.S.M.GP. IN
PLACE-REMpVI
STA.244*60 CONSTRUCT P.E. IT
G. A6WC.R IN PLACE- POOR CONDITION
®�
w
�A,'Z49*3a°LT..
1-18+Z4+C.G.S.M.C.P.
REO D.
1-IS+1�
TO BE REMOVED
DITCH CHECKSRCc�5`.3
Z6O
240 248
�2501•MORRURMATa
t-l8""�f8'O.Q.bJM.C.P. FLUME REC2D.
oe
6�ja
J
m i.f
_ _ ___ _____ .� ________ ___ _____.
70
GMT. F�
F�
u lL
S-fA. 2'62 * 84 P.C. R'T a(�
FIG°®It.R 5 Qa. 4lCP IN - GOOD CONDITION
SALVAGE & HAM -TO STA.2GS*OC* V113:
USE 247Rb2 CG.E.M.C.P HAULED PROM STA.332.14 �t�
Is
-
i Rb m `r
A
:R
STA.14SO�00 00t�RUCT Pt- FIT
4
'SAWAGIE 76 RESET AT SAME STA.
g g°F
CULT
Z.LuQ.°
STA.259+48 P.E. RT FD cz::)
I-12'R2dGC%S.f.1.CP. IN PLACE -REMOVE tU 42 I-IB'[24`C.O.S.M.G.P. READ. ul U
STA. 254 + 97, b Z F
CLEAN OUT CHANNEL RT. -i a
TMOR RUB. M . DITCH CHECK REQ D. U
I--
I-IB-R t8`C.G.fS.M•C.P FLUME. REAR
NET
E LENGTH PROD, F 050-I(5) STA.. Z30+00 256+34 • Z596.0 LIN. FT.
NET
CENTERLt E. STA 23*254w94.26$4LIN°FT•
LENGTH OF 00 TO 0 ..
.- -- °
_
G A4B:.G.Y.
f �'G-196O
G:V:
. ._ _.
�®. 3f4dC'i."Y
.opt - 7BCY
rt4T
Gr3239Cx """"
C r
SR
10If, GY
GX
s
C.® 3162 G C ---v
E.
cYB S.- x
EA
f47CY
F- 1025
F.-347c, CY
176cF
GY.
E-
`2f568CY.
- Y
S&6: 337CY.
P.E.
$OC.Y.
F-2637 CN, -.
µ,- `BBB
.,
_
•
,• ,".
'! `
"-_._- S &6.
H•
222C.Y.-'~
G040
cX.- a
9Tw. y�lg�33
ww:_sa
'ro 2'}4+'79 l96 -�'+C.Y.
_
.R
}.Oe 6. PI4L t [QP.
s
... ..
_....
i .
`_.. -.---•-
,fl
fN4. 20 Xo
e • •
lMd!
1 ,- r
-
1
[TA..1!'*7M TO z10+4® -071 G.Y. wi FILL RGR0.
8Tn.246 aJCD TO 2R9 s'*°'b=Z n6 cY. 3. Ct a. PYLL 6dCnf?. e
; 5•*%7.a BfUDGWI
TA:2
.5-GIO
. t_.m
_
!
Ft SPAN 20 FT: RVWY
;Lc- DECK_
_ 16C
w
CXTEtID-
,.
0,6
_..._..._._
17T
Q ___
.. _[T_.m ___'___"^_._
uu[x(---`--_-_----
-------
i
._....
----f`
0
0
�
150
s
r- e- R •
k
d p
'
t
STA.239 *20
14
t
P i 1'^30'RSFaC.G.S.M.CP REOD.
STA."26A8*70 CULi4N0,c-fbf�
I-4 'r*TCv4ll PZINR 6tO"Q CULNr R
i I
SEC DRAWINGS
_
_
t
a_
4i1
Ij1 ` q• _ n gFil �Irin YIRI .d N 4 r
I
a n in to rn Uk n n n n In u �? n N N N N �? K �? pp Q� �m �,° °rRa o- �m +a Kra 0t 3
(1yy N N tV N N N aN NN NN QIr r?d.. °"�' 0 �cj aC cm � 4 �� ��nr,�r11' p i.` n� % ..
+ VN 4 4 Q 14 4 V t ti . C° + p n ymod' *
II i .:_- r.r j ie r i : is o r ♦ r r
? 4 9 Z5p 1" 926C7,.-,. ,
$3` ;230 4y1< Z 3 4 S 6 i 8 9 z40 I 2 3 4 3 8 2 3
ARM,r:� .1
Lm
{� 44
caRxN
Y
z
J
�
2
a
S
W
O
O
t
»a
Y
a r0 265
--------------
p vS
PO.T. S7A.268+00
Na
w z
4
Z STA.211+9E) RE. LT. Z m
Ut Z I-24"•18'CC.S.M.CP IN PLACE -REMOVE p
O Q
'1-1W.24'CGSM.CR REQD. 4 z
a O'<
E70 u;t] 2?S Q. _j
:Y
Q 0
� n o
fs` ar.RDEw a=0� _t
J
p
oLU +' ? OF CHANNEL CHANGE
CO STRUC wC? I- 9TA.2GO+00 PE. PT
CONSTRUCT RE..RT. z REMOVE I -GONG BOX CULV
QU w CONSTRUCT P" E.
r- >
rr
v
' 4
BENCH MARKS
F�NO iELEV
72 " _ IN SW CO., CHURCH WALK 3V "... 239. ...
f •i, •i
5TA. 278.66 RE. LT
t-29i'•24'CGS.M.C.P IN PLACE -REMOVE
1-16"•24' C.G.S.KCP REQD,
280 2.85
me Bn it 13S
yy dB
z z
FZ
Q
Q
__ ___._..
�� CVLT GVLT.
LN cvLT! PpsTURF Zi
wjz J EO ot It 't In
Z*< J Int¢ Z
°" ¢I LF STA.278®66 PERT Ip O 5TA.2$6+i0 P. e. RT. A
W m I-18"•20'CC.9.KCR IN PLACE (n O 1- 16'•26` CG.S.. M.CP REOD d Z
> h GOOD CONDITION Imo- W Q O
F N SALVAGE & RE5ET AT SAME: STA. 2 q J
2 1-18"®6 C.GSM.CR EXTENSION REOD. X
NET CL LENGTH PROJ. F 050-1(5). STA. 260+00-290+00 - 295DO LIN. FT.
NET LENGTH OF CENTERLINE 5TA.Z60+00 TO 5TA_290+00 3000LIN.FT „
C 1356 G'G. .a1, C. 1956 G.Y.
CKCK :_ 785!c. . � - F. IGIO C" tv}
F ! 5666 C'x P.E. 20 GY. F 1630 G.Y.
..RE.. . 1705 GYIF. C.Y y�, H 326
' BORROW 5050 C.Y.
` swc zo'v.
STA. ZGG.30.3 _. .. 'STA. ZGB-50
30'SPAN-24RDWV-Z BEAN BRIDGE I-34" ' C.G.S.►i.C.R REQO,
WITH '.CONC FLOOR IN PLACE-PEMOVE PLACE CULVERT ON 30® 5KEW RKF.
9TA.2'S6.•60.,. ,
COM51NAT70N TREATED TIMBER,
STEEL&CONCRETE BRIDGE®RE=
SEE DRAWINGS NQ XB983 X8954 &GZ
0
O
�0
0i
8
9
260
i
o
m
o00d
P',
®
�o
0
® 0
o 0
6
0
A�
q-
nm
.�nv
®r
O 26S
6 6 6 0
7
P 8
[I
a
p�C
°[a
r:u
5TA 282+64
h24`Y34CG5MCP IN PLACE REMOVE
f
40ev.c.
.e_grya Cp
R
9TA.284+6{ '
1-181.32'CGS.KCR IN E-REMOVEwE..._.
t_307.6d C.G.*s.FtGR REDD ;
7
of a
} N 3
a
t
0
N Q4
V
00
W
0
61
O
KTF
G
Q
S?
N
o
O o 0
O
0
O
N
Qp
O O
O O
5
s
C
N
14
l4
0
m u
V
4fU
Rl
„Q
g,Q
N
qC,
Ste.. nW s.�
Cal�®
i1
dii
C'
T
n
„
n
n
4
fV.
d
Y
f
d
d
d
a
?
P
d6 y d
9
270 1
2
3 4
Z75
6'
7
8
9
ZP.A
I
" Z
;i
3
4
Z85
0 ?
8
9
0,
0
n
a49
STA 3Z3+Z5 P.E. Ur.
j-15'xj6CG5MCP IN PLACE -REMOVE
I-18l.E4' C.GS,MC-P READ.
STA. 32.4+81 PE, LT
1-151.t9' CG5MCP IN PLACE REMOVE
32-5 330
i Dyt
c �X
YrR
---------- --------
-----------
BENCH MARKS
758 BQP13 13-57
5 TA
DESCRIPTION
ELCV
14
SPIKE IN 21"PINE 54 LT
2G3,74
Q4z3
4
5 24
V34�4
-;-F�tKr POPLAR 9?'RT
IN 247
255-70
-T+ 64
pOT 5TA,,34
367 9 6
SPIKE IN 247 MAPLE 40' LT.
-- --- -
2Gal4
--
T
S-rx'345*40 PE. L
— -7 I'LT�
PLATFORM
27&42
REMOVE I-ja�'xIS'CG5MCP
-ACE
IN Pt-ACE
REOD.
STA 351+17 RE LT
C.G,SM�C,P IN PLACE
GOOD CONDITION
SALVAGE at RESET AT SAME STA,
0
t� z
M't
Z100345
onz 350
0 340
335 zq 0
Z+l
1 ul
50,
lz CIA-�
Ct X 0 x
0,
STA 3 22'a 0 CONSTRUCT P I- RT, +
,n
'n
w
H
STA. 331+64 CCNSTRUCT RE" RT
I-IE7. IV CG.SM.CP IN PLACE -GOOD COND%TICN
SALVAGE IS HAULTO STA. 377+GS
LENG7--,'Of�,CEN:TERLINE STA,320+OOTO 350+00- 3000 LIN. FT.
C 0' - 298 OY
C� 2245 Cl 5- 550G Cy
E5'5.- 115 C. Ij 55' 35
F 1E25 C 25CC�- F--642007Y,
P'F�- '30 CY
900
C YIY F_1570 G , y 4,exa.2a Y.
P, E,
5r lz a
CULT,
WOZ FH1
z CONSTRUCT P.E. RT
C.- 15iE)'bc.*
C-4GA5 CX
Cy.
F- Z75y,
,?C
SRa- SIE F-6751 Cy—
Pl!.- 45C.Y.
SAG -Z979CY ---
H, - t0,070
1-247.30'CalaktC-9. IN PLArF-- GOOD CONDITION
5ALVACE&HAULTO 5TA.452*40
5rA .3 -62 - 14
1-247.32O,05M.C.P IN PLACE -GOOD CONDMION
5ALVAGC & HAULTO ZTA,252 54
V.c.
I� jSTA.331-37
loco'
"I-2X. 3V CG 5 M C P IN
PL/CE - GOOD CONDITION
SALVAGE & HAUL TO STA.
515t 85
I-30*64`CG"SMCP
RECIO,
YI
8 0 rn
W
Q
0
0
to In
I' 0
A
00
0
0
"al
ul n
"o ai
6n 11 In
0 40
tm lm
n
4: Z
3
4 325 G
I
8
9 330
u 1
STA 553tOO
RDLT.
co
In
0
Q
CD
VVII
oui
'NO m
0i
r�
14 01
a
0
0 c�
0
t:
to
OLO
9D
m
4-
335
6
7 8
340
7:'7 ------------------
CD
0
4-
'1345
... pt. 57'A, 255*00
AZ. 160' 03'
Br=NCH MARKS
x
OL
• 0
•p R.RAIL 70'P-04
8 yy 9xLLi � t'1TB1
•:. vu 84L9
i
m
5TA,2.92«-72 PF-.LT
t-I5x20'G.Q5.M.GR 1N PLACE-000D CONDITION
I-IB7•4 G.OSM.C.R EXTENSION REQ!DN
295
0
n pl
P5 lU
m 0
2
z W
ul 3
0
a
tr
E
S't-A, 316+00 SRO, LT.
1-3(Z'-44:CG5.M. C.P IN PLACE-OCOD CONDITION
5ALVAGE & HAUL TO 3TA; 333+00
I-18'-44"C.0,5.M.CP.
STA.307+30 PE, LT, w
1-15=22 G.G.S.M.G.P IN PLACE -REMOVE
1-18"-24L CC.S,M.C.P, RCCtD,
305 310 Gr5 I
r$ 0 eNru+ce
0
_w — _ - -- --
-
_ �� aQ
SO
N� elm acuLr.
ss inn, u -Nw�Os d
vi is
�77 ®n
o
,
z Or�U O+Z B w �-ia 'i STA. 315«20 TO 315+74 RT
'W - m1+°VI Og Y STA.314+88— }' gae ¢ R{PRAP 5L0PC REAR `
�.. w O O CONST. CHANNGL CHANGE O tz 3
Y
z O }. Ui USE EXCAVATION 'TO WIDEN ,
N > °L1 _.t SOUTH 3cDE OF aRo. RT.
57A,304*91 CONSTRUCT RE. RT
y I-15.20 C.G,5M.CP. IN PLACE -REMOVE SfA,315+53 SRD, RT.
} DRAIN BOTH WAYS
a USE t-24`•36' O.Q.SM.C.P HAULED FROM 157A.331'"`
STA.299+50 Pl!.RT a 1-24"-WC.0.5.M.C,P EXTEN51ON RECD
1-15'<I6 G.Q5t4C.P IN PLACCI REMOVE NET i LENGTH PROJ, F 050-1(5)
1-18'x244 C.G.G.M,C.P. REOD. STA. 314+53J-320+00 • 515.4 LIM FT
12
,NET„ LEPJGTH OF_CENTER.I.INE_57A.,.290>00 T0314+.?,31 >.2453.6 LIN.FT. ^ G.- 503t'a C.Y."°a' _ - 2 A. _
3 NET LENGTH OF CENTERLINE
TA 314+53.1 TO 320+00-+.796.9 CIN_FT
"_`.. G.- 3449 C.Y. O-'A I24.GY ...-i6Y4'"-_. ..-_- ..STY aJ5
''--_____®__^ �,. E.115L-1214 C.`f.� G.'Co300 G."% �-
EB.S: 1243 CY.1- ----f^
J
G^ rPG CY O1R$ {
1 E.as-1475 CY « t `� RE.- 50 G.Y. ` .... 1
IF, 3360 C,.'� �y." R Yj
425_ C.. 9. 695 C:
E.F - '523 C_ I= - Co092 C.Y. :,.`' B.F. - 2g3CY. F.-2740 G.Y.
5.S '2634 G.Y w,�.,,,' P.B. - 25 C. 5.170. RT- Ce t O G,
.. ` H. 11,800 4`S.S.Gr 85S C,Y. .'A _
aS�P ". awes m•k . _. _.....:_ �I"''�p
u .. _._.. .. MAUL tlla0'GY. Fim Li 3Ta.2.9T+�-9C>Z' TO STA. r' b'�
1 � � ¢Lt 3TA.'�w2S ^ 341+te49' 4T5 CYP�q 35G Ftt.E. RC.t�Ce.` jt4 "`^-m
sin
TG z�� ia.o`- 2eIT Cl.oe,o FeLx. tac�a pig w yx- 'SfA.' 50r C5C
- : R 1N P
__u " _ " 1 eA 50 C,C't3 M.C. LAGS
{:j.1 QIYMOR}P.0 aReA.eNu__9_T__ t8•
Ic. 3S1ll1MTYMvOrv1
e
• A 1 �w C34G ptu,)E4Th["7
+� _.... _. ''�r. C ^.-.-� .""_.---- -'-- y --'-'__`�•-.�' mot. '+Mt.
Awn
y
p�7K1 ..._ •. _.... _ _ «. " _ _ 1 i STA. 3t4+55't . 6RfOQE? N0.86'iGa
F
I
t ' 30 T. 8PAN-24fTT ROWY. R.C. DECK GIRDER
BRIDGE IN PLACE-<300D CONDITION`
EXTEND RT.<
5CE DRAWING NO,X-0575 & 04,
- 1
�m0', m �"t
m N t-�h' Q 4f0a ®6i 0� aS O 0 >.._-
S O cv rn o o m o �vtut nvr v�u}v)Ln a
0 N O 0 N t9 h O La O QF W 4�71 try �• 1, Gi 0 4i Ol T n Cs H Rl . ii o a ZOO
C} {tj cP �4 i9 K NO n n= ,� .} n uQI
Q O CQ liC & HID d l� ® n erg t s h 't" o c. N.: ash n t9 l9 6 �p n k
�7 g�J Rqi u,Y ��� N N. ��4 �t9 �I`9 ��9 �t9 j�9 n r rt 5 3 .®
d n Q o s a 7 B 9 310 I 2 3 4 «. v ; 06 r T_ _».. ,.
0 9 zio 1 2 3 4 295 G 7 B 9 °u 30O
a
5TA 332+00
CONSTRUCT 5RO. APPROACH
5TA.355-38 50. RD.
I-2W-32'C.G,5.M,C,P-T0 REMAIN
61
0
3
J54.00
--
AZ Z04*05'
4' ?4' 05'
0 30 p
T 407,40
L 802. 67
I
5T^.35!5-15T0 S57A.9e�5-G3 RT
5ODDr-D 5ACK5LOPr RM'CiD.
NET LENGTH OF CENTERLINE STA,350+00 TO 3GO+I2I.9 - I OZL9 LIN. FT.
C.- 5936 GY G.-4050 OY
Wt- r- aa - '7 14 r-Y
co I C.Y r $-5-7 5 r-,v-
-2G
mp 7�4
H Z'roo rat
At-4L' OHM 20%
POT 361+63
LA L63 2 1; t 2 wil-kalft mwz�
FF.,
STA. 5(Z5+00
CON5TRUCT PE,LT.
REdD,
PaT 369 -46
BENCH MARKS
79084)I4 !/--kr
0
A.
'A
-7�
SO 'PTO" EV
D � �� 1—
DJE
64?3
[k
f3
PIKe IN TEL.POLe 145'LT 00 ao
TEL PO
�C4
34
'�57�55
5-75-00
!—K
25V �LT ZG4
SPIKe IN TREE —G:I,
e N
SPIKE
5TA,'375-20 TO 576-45 LT
PI 378-96,
GROUTED RU55LE RAVING RECID
AZ f67* 37'
4 Iz. za'
\W'o
EsTA.3-77-65
CONSTRUCT SID RD APPRCACH L-C
D 30 LT
207 20
. tf�
U5e IS'. IGCjC'.SM.C.PHAULFD
412,78
FROM BTA351 '4204
EXTENSION READ.
O\D
t-ja'.?O*C,C.SKC,p
'360
NET LENGTH OF CENTERLINE
r.- G295 0-Y
STA, 3GO+2L9 TO
350+00 1978.1 LIN. FT
C.- 430-5 C:y 0-4521 CY
1- 0. S. - 1 13 5 C.Y.
G.-G49G C»Y'
5.RCL- 215 C.Y.
�F
-7GR0
61150 CY
C �
a RD.- 170 CY cl
5.F.- 1�315 C.Y.F�-
541�5 G.Y.
--------------
1120
PC.- z E. CY.
H.
Qa
+
tav
-n
0
4I<
11
+
LAM
0
aw
G.SM.C,P REC�D.md
�5TA,5 G13 - 45
I --ZAV 5 Co'C. G.S. M.C.R
ReC�D-
%
eKEW45'P-H.F
M19 i
m 00
FQ9
a
0 Q In O 0)
0
0
0 k"'q'q
Q - 1.
0 ,I
M 2 0 16 -'
3 -�'j
N
co
a)
co
z N'a
00
ID
7 � �
N 'a I'D
31DJ
.�9
0
doi
�'q
Qq
.19
J�9
"q
3 1375 6
7
15 3 380
4
355
6
7
E5 9
1360
1
3
3GS
G 7 +
Oct, L -t'V" Nu �3 99C t 9- v Z 9 09C G"
L go+ jo - 9- . F �. ,, - S g
6� f ,
Ll 0, t.
cp 0 tDa WO 4 v op, L�' 6)0 is 0 pe 00
-j -4 6) Ll' :! 45'1� 6,4 44
61
4 -40 cl
-4 -4- 1 0 � 1w !.D Lo Lo
Co? 00 CD op 0� oq ON (p o 6"
o 61
p P 0,
ul owl o Ln o u w
SD to
LA
22Q
IA91 CNI# jmvib CWZ.Lxa
INNowaNc a oov) -jovia Ni win:) -6N mvvog
i esvo -ON
Tg+TeA. V-LG
ft
C>'02 2/1�16
.4 1;*VQ
CFI
Pit
VCZ: Iwo
Pen% r
IV
0
all
7 -X� CIL OQ�Qsc
�062: V"%
oe>QQ -H
oca -'a a "Ko G. TV, 1 -.-4
1:3c �vv -4 'xo 70ce -A 0 *z IV IL L - --A
z 1 -A IA0 GVg -4 oeg -ZA Xoeola - A fXo ooQ --aa
XO 9L - Sia'a WD SGQG-0 J�Ao SgoG - Xo �K.; TC.6Q 0
-'KooLq-G(a-a---0— QLGq. -0 3NjjMgjN3:)
'X=) 2601 'AD t LL -0 -JA -NI-I 000E- 00+01t, oj co*osc'vls do HIVN31 13N
-atD-aa awn'i-4 -gj1aa.'tjnbr4VG C"3000C
'Q=zj "Dilo C-Aaacs
p L-d 0G+QQe CLL os+ L99-'v.LQ cyz',C;I-1 2(\ow2b
PZX.GI-I SAOW2Z3 -A 'c)?,';raZ3 VNIAVd ;�'Igqin8 CRJ-r)OM0 1*6as lo)+Qgq,vj-G
--VdSz+,Lgq- O'L Qbaa 3113nt)WV8 b3QI00HS 03000S
Id 01-99q 0109.99'.'VIS
rn
Ir, C"C'� -- — ------------------------------------------ ---------
0
-0 99S
00t, OGS 0
0
0 -4 Gov M'�j ot)gb aWn'lz� 3113nomvig 0300—
P�< 1-1 S;L+M'V.LS o
'J-\
0�j 5
VA '0t)S8 1-1 GZ-LiK Ol DMIAV6 7199n8 GZ-(;QVV-LS 0'91() Vp
�
O\A7 5� (3t)ga allanDmve bac -inow (390002
11 GL-QQS 01 SZ-LgZ'Vl%
Flop 70 I
a X09 91 -13NWVH0Lno Nvalo
- -' t "a i -orl QW
QtO92 lZi 1 1
la.0 M-9 A'InD 80'D'3N 29-ts,
19 iz U01;Ii!
Sel St its VQ4
SA—bvv4 How-39
t .z
,�•°A;lid v,r a;�.
57A.415+75 TBENCH MARKS
, LT. -NO.
5TA.418+00
500DED M7CH REO4
�NQSTA ��DESCRrPTION ELEv_7"Sd 69rL� 195; t
\�.. (((l 39 Y 413_50 SPIKE IN 14 TREE !SO RT 2C-x547
STA.41'S-00 TO 5TA. 44S+20 LT. F 40 1 433 0 i SPIKE IN I4 ELM.�.6423
�{ GROUTED RUBBLE PAYING REGD. _._ _..__. ... _._ ._. _._..
STA.418+�(. PE.UT, STA,42G+00 CONSTRUCT RE:.LT
A ~'•REMCVE 1-tW-tV & 1-t2°aty' CG.S.M,C.P, q /g I-'{6°•2a°C.G.S.M.C.P REOD. • 5TA. 432 +24 P.E. LT,
5 5TA. 4'a®+20 TO 5TA. 432+20 LT.
5TA 4V4A60 TO 5TA 4d6 i00 LT. 500DEO .DITCH RELaD.
ey "�.,�„ •� ?a• (( SHOULDER SANOUETTE PEOD. ,y: REMOVE I-V2'i2O'GCr.S. M.C.. P.
e T ° ��� d^iB`• B4` CG.S, M.C.P. RMaO, STA. 44.0±
„.•,,,." e `--.,.,, a'tr 420 O� s �„S J CONSTRUCT, P.E. LT.
�jp`}.
.v�'v Q�' 43G h
h,,p STA.433+Q0 TO STA.440,00 LT, "
f �o-`n,hsp v �\" .. .',..,r,,,. _'-.. --.._u •s Q `) Y 4.3S QESdJTERATE 0lQ HOAR
a,
N 4$' ids W
.
CURVE N0.3 (. gth .. 'YeQ _IC.p-^-+`,lql
PI, 413+GGe,°
AZ. I27tI3° NahQC Is <Sl,°
T 1137.36 �.`„ ,,`.F°' STA.424°+81 CONSTRUCT ° U C........ NO. 4
L 2111.33 .. a E"l '&. R❑ F�'i: 0: P1. 437+7I
P, C.4Q2+29.5 STA. 413+00 TQ 415+25 RT. i1 �� AZ, 221®-l3 c, a„
PT,423+40.S GROUTED RUBBLE PAVING REOD, , STA 430+17 TO STA, 430+57 RT T, i-oc ¢p
9.E. O.O'99 FT/FT. ((��,'� SODDED 017CH REDO 71`
5TA° 418+3G CONSTRUCT P.E. RR" L 1373.90'
5TA, 415+00 LT. P.C. 430+53.4 ".
SODDED BANQUETTE FLUME REGD. P.T. 444+27.3
STA.426'+'W CONSTRUCT P. E.RT. SE, 0.045 FT/FT -
STA. 4,5 u.+40 P.E. RT
USE 24':75O' C„v^.,,S,M.C.P. HAULED FROM STA.331+98
'j[� 3LIN FT. 4" NET LENGTH OF CE LINE STA.415+43.3 TO 440+00 m 245<a.7 LIN. FT.
NET �LEN6TH OF a�»b, CEnTERUNCST SS7SG y'" TO rC-+aac7 C,Y. '..7'� 'G,� 69�7 C.Y. , �o-sC. 4II° c.. '+can - `,tea c.:Y
_._
,- 445 C.Y i EpS . 124 C,Y. j- C.- 73'Z4 C.Y .� EB.S. 187 CY. C-4495 C.Y. F 24'2G C. 6 _�
�! CRCH, 25,5 C, 4 -5.RD. 200G. - swrs.v�wY t
4494yd F Coa24 C.Y . € ( .. l F �' 3765 . c r
I950 CY
H. I130' }, sr,ru�i G!i 124 C.F.— &3'.'3�OY . F, 85 G
_. V. ecva, zox I ,•a 4 PC. IO C.Y ` 'H 3620 -'
L" i ^" vrAen. 4'ro eY'fn*a++trrnave+ 1 61 ar+o. t'a% r't f. •t 4"%`' es 'I
'110.81Tl, 40-IS- �M.... H•OOW'
v* T�4A I
HALIL Z®OCY. Mt MS AAW* ^}24W6T0 Sr0. *TQ_p 4'P d� �•,""
° � � F ( � P i ` ,'` 11 ,� . � -i �`,...__ ,✓ �°r� - ; trot c �v- (•nvc ._.
/f
`P..` ZA''j,`, . - M •= E -m -t.a 60a MC +�c• A W ..t
n—
STA.4,30+17 CULV. NO. C—t358 j _...
L t
..... ... '�.., j Q ,. 1-42172`a27`RE1NF?CONC,CULV.IN PLACE^GOO Ci CONDITION ew
EXTEND RT 8, LT. I v
ocp 5TA, 425*50 SEE DRAWINGS NO. M-5574
V}
i �•t
5TA.415+272. 'CULV, NO.C-I357 I-I6136'C.G.S.M.0 PIN PLACE -GOOD CONDITION
-. -. 0r I-G`x8`•'24'REINRCCNG. CULV. IN PLACE SALVAGE &. HAUL TO STA.'584+00
--- es GOOD CONDITION.
n EXTEND RT a: LT. STA, 42S Oo
-+_ ... ... .. d SEE DRAWINGS NO.8862 +
.. 1-24° w 64°C.G.S.M:CP. REGD. 244
yv _
_ t 01 d
yp y$ I Q9 ,py N In OI Q ,.4 N I`4 _tff 4 vyy 41"' qO} O Vi O O
cd s ($ 9. ^f N m� C n N v d' a� m tAts�G ti4 Q O V P+'a G Q c? �4 cp Cri 01 N d 0 N C�- T'� P h n r- r m m N
c 'm
o In ° C v
�'IA c9 ,.y{,, my
° `� Ui9 0 ,g QY W ti R~ Q W lY CV 3 y}" daS Qy ClP w v •a ® D'N apt 9 a N u h v t9 C1 °,D .}.. I+I $7 C} ?1 .AYn
�NPN b n w v n ra ¢: M d v N�UQ' O' n n W9�n9 a Ru : Rh N
v 49 v m n yi v� l4 y P, -a N r- nF p H= N :P5 o tti 9 �I tl ui vPF cf s1 _ M �" V it7 n
N11 N Nv tl; v; N N N N� V� l+� N� �� Nt1ryr, �� M��� Hh �� �.. �� ��' Oh Uy0 1 ft ➢ YN 1 �+ °+ v v `s v� ,F]
` _.,09_ 84t4 _,II 12 : I3 R I4 0°.V5 � w 6 A k 17 15 19 a 420 21 Z2 23 � 24 �425 +� 26 k27 26 29 ;, °,430 $. 31 32 ^7 33 34 435 3G 37 �38 39 440
j, ..^
E
• o
w �
z
STA, 450 +4 4 S. RD. LT :+
I-d@" •20 C,G5M.C.P IN PLACF -REMOVE''
z _
2
i N x
470 415 456 j4'Q
CULT.
CULT. Ix
I en. eJ a�.le a
CULT. I • cLLT.
5TA. 474+03 RT
l-IO'xI2°CGSMCP pN PLACE-REMOvE
�,I U
rlli�"
[t7 o c r fl
z 5TA. 45 * 00
c1 o CON5TRUCT PC. RT.
ux cc
u F
r
P.I. STA.494+00
Az. 1'79 *-.3 9'
STA 490*50 TO 5TA 493*50LT N
500 TOE OF 5LOPE FREOD Z
O
Z
C
N o
4 z-
4
490
495
E d-Its!13 Z
"4
IseEWA /AS
G423 ` g
F
P.O.T. STA.499+00 L
PR9T. M/4pP3 } ;� MARSa B® CUIT 0 C
40,
rem
STA,. 491*'45 TO STA. 49t*75 RT
500DED BACK5LOPE RE4D.
5TA. 433,50 TO STA 501 + 50 RT
GROUTED RU55LE PAVING R.E.a[)
NET
LENGTH
OF CENTERLINE 5TA•
470+00 TO 500+00- 300OLIN.FT.
4eb
G' 51 G..
B&S.- 357 C:.
C-3796 G.Y.
*�
C.- 14Co19 GY
F- 5309 CY
5451 G
___
H.94,000
'
.
or.
BF.- 337 G.Y.
F.-5SI'..b C.Y.
Pt.- 25 C.Y}
't
Va N4te96'P C.Y. FRAM 3R-A.4Tp*40-4a4T00
TO 4TX•?O^ 4e1 *'.1>
N. - 25�0
n"zv&.v
Soo -
9&✓ C.Y. C$',"a'FROM TA. 476+00-4£+1+04 T'V3 TA, 466+Q4-4B'J4�
kiAlFL9
4
v
e
e
n
ISO,
un
~I.Sv.
STA. 4+75
REMOVE l-4V-5d'-2.7' RC.CULV.
so�av,
U5E 40.4cS C.G :SMGP HAULED FROM G, Co1*33
Soo' V.c. -
gI
USE65444 C.G, MC.P. HAULED FROM GGI*42
T,3
a
A�t�
4g
qC�
264
`
5TA.40O+20
.
DITCH 4RRD2 0.3 % R7
tr
740_
`n a
w
.e
00
Q
C1
a
®
o
p
0
0 0 ^9 Ot
a 4`- 19
h^ m
LLl }
°
�. ,9
N n n n N
s
3
as
s $ ri v r No
° G ++ n_ a Arcs �1 Sl
h
n N
�2 rN r e
y'd
6Z
m
n4W
3
P�
-d'
W
rv('V
pfj
n
601
N_
VI N
N
g.
S n d. a, Y
ri 0'i o.,; yIn j�0 Ui Yi
MI
4pm,.A
=C" r41 Ji�i ri 41
.
w
n a9 .,; ;g
O i45 N 4a a
9�y n *':Pi a 4 a Q L^5 a�
p N
.al
n01
.�e6
c
w
no
,yh,
°ca
° �
%h
° MM �.,h c" r rh
co
EN°
r r
r J,9 •t9 40
o'9
tlt n aA n fl n us N 4 v
N N N N N N N fJ "J
n ro
rr a N ^P+
�
N
N�
d�
M�
N�
eJw ro N N N
N N
N N Po N
N
N N N N
@'.
9
470
�1
2
3
4
475
Es 7 @ 9 450 r 4
2 0
3 4 a 4@5
6
7 n@ „ 9 n 490 Y 2 a 3 4 495
<� 6
-
e
c
n
F r rvo n J
e
BENCH MARKS
6-LikliaL&A
t7. x -t
lz - ;Z/
N
STA, 4 51 + EZ
CONSTRUCT RE,
LT.
445
450
zlz
=
w 0
CULT.
3
E
-:w—v
STA.44G6-58 RT
1-15"'-T'C.G.SM.C,P YN PLACE -REMOVE
5TA. 441+50
CONSTRUCT P.E. RT.
CULT.
Z
D
Z
w
z"I-
455
O I STA DESCRIPTION ELFV —1
441 -?9 SPIKE IN ZY- ELM 55'LT 083 59
4-- �--
;47±451*71 PIKE IN V3 ELM G7LT. ?9027
2,3890
1-45-7.20—cr,,am.cR IN PLAO 57A 4,67 -CO LT
J-18'-24'CC,5M.C.P REGO
a
r - - - - -
--------- - ------
x CC
U w
f u
F� STA,4G4-84 RE,R7,
ert vs REMOVE
I -le'- 24' C,G,S,MC.P. R--CkD,
NET LENGTH OF CENTERLINE STA,440+00 TO 470100 -3000UN.FT
Eala tOaG C.Y. C- 18G?a C.Y.
C 17 cy.
p 13 3'7 5 C.Yl.
aF
C.Y. P-IaI Y� C�W5-7 CE y
P.E.
y -
5.&-G.:52G4 C.Y.
---
------ SHG. 25
1.CIO.rlLl- ROOD.
it,7A,404 5.ftG. PILL RMQD'
— ------- - — HAUL 1155 ry ,, rR,4 5TA,43'-4}4+50 Tla 5T0.4yn W-44Q4�
Em
57A. 4GO -G�
CON57Rt. T R F- . RT
TO ACT A5 Dk-I.
30d,c,
Eli; 40ev� -I-
190
---------------
-------
EGO
I
+
J
yw
HN
0
cr
A
13TA. 441 + -7G
STA.4,2;4*0C
STA. 460 -7!5
i-24'%30'CZ,SM,C,P IN PLACE -GOOD CCNDl7EON
SALVAGE I-24'.250'CG.SM,C.R
RECID.
SALVAGE 5RF-ZE7 AT 5A"E STA.
MOVE 70 S7A.ZO-7+07 PE.L7.
I-24'-48'c.G.S,M,C,P, EXTFZNSVON READ.
*TA.454+06
1-24'.82'C-G.S.M.C.R REQD
U)
-
4 0
00
I 9
lco
O(D
rn 42 08
0 05 , N
rld
601
0 1
'i 4
.a)
za)
1� $
0
6�
00) m(p
6 9
4GO
z 3
4
465
G
'7
—1--9-
440
z 3 4 445 6 7
0
9
454
4
2
3 4 455 6 7
0
7584al07 t3s
G4Z3
4'70
1300
Z90
am
CD
al
m
�,.,..__..._ po.T 499+00
t
a
MARKS
...._
NO STA
46 508 43
�47
_BENCH
DE`aC RP TION
501KE 9N_3rr:LM _
ELEv
3a'LT� 29O.a8
SPIKE INTRt E STUMP
601-T y263.64
£
a24. t0
rn
�
a x
i� ?
STA. 5I6+31
� STA. 5'20+55
CONSTRU GT P.E.
LT.
CONSTRUCT P.E. L.T.
a ?
R
529
515
,520
SPO
� STUMPS
PASTURE
[Y ze
TS8 &1 0 [35`
6423
C
NET
LENGTH OF CENTERLINE
5TA.52'2
+78 "TO 530 t00 — 722' LIN.F_.
LENGTH
OF CENTERLINE STA.500+00 TO SP2+TEi
227$-IN.PT.
..-'-.-_._..
_,..........,.
,,_ '..
C 2526C.Y.
.,.
..:
.} r..`yr
8'G<,
e78
C7
C: 852. C.Y.
G. F Y.
NET
-
..
C
3503 C.Y.
°�o4°f'-
aoa
..,..__ __
CY.
` .,
F
3462. C.Y. P'
PE.�TS G.YF'2104
',
NP`e"Mv
336T GY. TO 6C NNJ4[Er FROM 3'i1i991—°969
^
4l
H
5100 �P
H 410
bN4.
z0%
. _......, . ,
N
a,
m
EL
Q,6 •/.
29d
m
—`�---Tn
er
aM
,IPA
'^,"��•t?,
;,'X.� 4
v
r
260
tL�W
ai
^+m
_
boar Y. c,
pGF
..2..e...
4'J
2'ia
r
260 m
STA. 526 + 00
L.
t-24"xS4° C.G.S.t�t.C,P RE4D.
I
v
4
4
s� Q! SN
Qlj'i
�
pjd acn
,n5
r� 0I'D 3`N yt4
+
?
N
t... C3
a[+ 4j+
�6V
PqQ
4
aia
»V
q
Ol9
N(® pN
_4 8�
�p .�
C n
a�
t
.m
9(i'9
Nl'�
t•C^
t'h e�"
Mh
N❑ ! <W N N
N�
l5l Y:
FlRJ
11 4N
8�
_n9
m®1
9(4
44) mW
wQ'
N
wfA
N��O.h
N,,
w
N w
`1 8 9
534
��e¢¢
A'4 aw
noa
aat m� �Pt
a61
A47
4Q1
N
tim
N
N
N N
N47
9�
3
4
'32a to
....
it" aN
ae" x
atA
U
U
eT
Pa
I9
5 4
9
s44 i
z
3 4
505
�, 7 s3
�
510
IP
to
13
14 515
t6
>s a
_
9TUmP9 PA3TU30
RE c2
CUe7WATel>
9m
PO.T. 5TA.540+00
E
n
We V!v
Y
2
CD
C, O
4 D. STA.54GT7G
J CONSTRUCT P. E. LT.
545 7Ga < 55O
PASTURE `pu ORUSH
a
4
d g
PO,T. STA. 554+37 T56EBr2Q ®ESP
6422� 9
..i
2 h ;
2 F
D. w
J
555 I5GO
CLEARtN6 TRW B0ING .�
ce"
---
ex
® � � CULT1vATEC%
CULTIVATEi7 GAROEN w v �w
P
ea Wo-j
0 K
5TA. 542+77 RT. O 2
REMOVE I-IS""20`CG.5.M.C.P W
4
STA.543+G5 CON5TRUCT P.E. RT. BENCH MARKS
REMOVE 1-62°x krv`G0.5.M,CP. IN PLACE
O 5TA OEsc RIPTION ELEV.
I
N _
48 530+77 5P9 KE IN 18' ELM
120'LT. 2GQ 6O
49 54-3+34 SPIKE IN 33" OAK
44' RT 266.E_5
50 551*42 SPIKE IN 8" OAK
100 LT. 261.00 �
51 559+23 5PtKE IN IG" OAK
5V LT.
NET LEND- H OF CENTERLINE..STA.530+00
TO
560+OQ
30OO LCN.FT.
Cr 7144 C • .�
C. 7379 C.Y.
+,sFs C-8Q 30 C`{
rA F - 3O C.Y.
----i-�--
_ ..
_
_ _
_ _ _ _ ®_
_ _
EB,S- 23 5 C.Y
Y
.
o
5,F- 235 G.Y. P-GI GY.
r NNOTE:xauL.a3�T
H,- I-4GO0 ! r`
TA.722a'7p- S'..M2 Tao
RHQ`24 f
N-00.Eo9
t
.
Si'A.593+21
r i
REMOVE I-154x3V C-0.S.M.G.R.
STA. 533- G7
r
i
REMOVE{-15"x32Y C.Ca.S.M.C.R
I
'
jY
4
2
Fj
4:u
_._.�.__..�.
FFTT
`260`
pv
ao
+J
J-i
2SO
.....
S
u.,i
K 1
0. "
C n
..
° °°
5TA. 547-75
....
REMOVE 1-15'x30
1-24"x70`C.G.S.M.C.P, REO;C7.
STfli. 533*40
I-24'x 58`C.GSM.C.P. , REQ D.
STA. 533 -90
.
6-24-xt50C.G.S.M.C.P.
RECCO.
c1'j [4 Q N O
O
W 14 N tTB [� O
'1
N 3
m M
..�..
® N W h
O
O
O
'd'
O-�
Q
ur
21
(Pi � Q Q} h ,aUi A U Ih d ,•
U - 9 d' d
� A a ^t _ V_` .h
L4 D� p a oCF
i.
? a'.n
lj
1
O
91
�
N O W h
to 6! JP
N
�'.� Zp
d)
d
- Q
e3 W
A ..._
d ....
N'
dQl r,
�i
y 1(4 N ® `$ USO U � tY49 3 � J �9 a ;j S U 40 U 49 .y 4'J J l9
N V} u1; R
N N
"� P`
A
@ M1 _ �q
V A �"+� < m
6l0
n m
rt Q'
d�
Jr tfi
¢i U7
d t9
l4
vi
o
U ul 9 li
t3
9 l9 3. U 44 1Q V l} t9 9
1 Cs u N cd ra
u CY s .i ra ^Y e.
u4
A �A
U44
d l4
a':�
!$ V$ ei ,y
a�tQ @lQ ,A Us U,q
UQ
al9
Vs
UuQ
N
U,9
CJ
Vt9
N
9,9
rJ
r3
CY
Pi0 P3
N
U N'. .J N cY
O
555 �}' 7 �" (-}
� t'r9 �aQ
9A9
Po.
CY .a N M
N
V
N
p 4
6 9 5 54 •` I 2 '�
n -�
..
. H
9
5,30
I 2 3 4 535
6
7
S
'9
540
1
2
'✓'
4 545
6
?
BENCH MARK
f3FSCR1PTiQN
J 53 ' 5B6 «2d SPIKE IN HIGHWAY 51GN
UI
H
0. w STA,5-75*3S
"7 CONSTRUCT PE.. LT
Z
U
amS60 565 570 575I
CULT,
Uyy
1 50
P. 0.T.577«66.7
arAA.5EiSM72 SRO, LT
'+
<
REmOvF_I-l2"•34CG.S.M.G.R
t,y
I-18+3$`C.G.5M.CR REQ D.
5TA.584*00 S,RD. CONN. LT
REMOVE 1-12'+35'G.G.5M.GR
Ct
USE. I5"+3o'G.G,S.M.CP HAULED
u,
.i.° T
"
FROM STA 425*50
U'
"
STA. 587 * SO
-$ "o"
CONSTRUCT S,RD. CONN.LT
580 583
59O
PASTURE \\ �.
w
r
CULT.
r
v.
CULT,
�
l
x
...�..- a • _, a .� .., s � - _ - - .. �.....,
ff
_. NET LENGT
Zia «
0
E4a,
alo
CULT.
OF CENTERLINE STA, 560+00 TO 571 +38- 1 19BLIN.FT
C XT 51 C•Y
F 31 3 3 C.`l
H "3T5
@
n
p
ws
0
a�o
O
nO!N
a
0
d
se
®r4
}
jm
,phti
02
rn
»O
n�
s
nK/
na
eta
r"
N(V
^nmnr"
a
NN
N M
qa!A'y
M
M
♦
N
to0
N
®tQia
N M
M
N
N
M
N
_,.,. 3 ....
9..J
56O
A
Z
3
a 4
565
6
7
a
9
Y
od
a
N
Ua
xu
�
f '`."C`3IT,
PASTURE CULTYMATeO
$1
STA.585*72 5,RD. RT.
STA,Sa4+00 S.RD, CONN. RT
.
REMOVE I-V5"*4Z'GG.S M.C.R
USE I-I8°R20`C.G.S.M,C,P HAULED FRCM
U5Ef8'+35'CG5MC.P HAULED
STA. 575+47 P.E. RT.
STA.GIZ+33 AND EXTEND WITH
CC
iY
FROM STA.554+Zc,,
F-24.R l8' C. aS°M,C.P IN PLACE GOOD CONDITION
I-I6+*IB HAULED FROM STA. 651 a73
j.
¢. `Z
SALVAGE & RESET AT SAME STATION
t-Z4'KV C.G.S.M,C.R EXTENSION REQO.
�=+.
'STA 578+00 TO 579+75 RT
J
o
2
STA. 557*50
WNSTRUGT S.RO CONN. RT
5ODOED DITCH RF_QD
.y
STA 579+25 TO 579+75 RT
SODDED 5ACK5LOPE READ"
w
z
LU
IL
,7
«�
extepxaa
j`�.oq,t NET LENGTH 4F CENTERLINE STA"57C *9B
TO 5'30*QQ=f'169.9 LIN.PT.
roo •r
C.
8 C 3503 C.Y. 39Z3 G.Y.
,
*RC 470 G`C
•-
F 2T4'Z
CY
'' Z60
`-
X-RD 420
cY F 3312
C.Y.
PE.
H 8350"-
-
6NCxr Z.ek�
gyp¢
.
Roo' V.c.
-........
-�Z40
5T'A.577 * 53
_ 3O'5PAN-25 ROYPY: R.C"DECK GIRDER IN PLACE
STA 584 * 2to
1-16=35 GG.S.KC.P.
IN
PLACE- GOOD
CONDITiC! •r-
GOOD CONDITION
-TO REMAIN
SALVAGE Fx HAULTO STA. 585+?2. >�
n. -
230
'
O
®'es
A
y�
4 J
Li
' N
,..•,..,.,...
4,,,.-"'" ` 1
,.'i P
f.'
ZOO
Cif N
Nl � 4
f
d
�J
°am
r�6r�p a
s� T
,......
N e`
I QOOQO O „•,.
M
0
�,
o a�
o'lam
6N.
n.� N�
Nr.
a� n 9nCi pla 9.T OS3
N
tN fib'
q
O®
Nto �NNN
d oIV w n s
n rNN
A0 d a a r Rm
qp),m
N�
°. e, rQ..
�!D p 00
as a0 �� 0 p... Oa,�,
0 0
ti ..• _�
- ro ro N N
NN N rtr a1 n n µ.
N M
N W
01^ N N N�
N N
N
N er M N N
N N N. N N M
"
3 S73
6 7 T, o
gsa
z
3 Q a� spa; 7
po,r, STA. 591+45.0
P,P.X-i
STA 594.00
CON 57RUCT PE. L.T
4R T
0
n
r
Z
5000ED DITC.HE5 REGO.
M Q
4t
III
595 Tno2 GOOk7 m
IC
CULT.
i .J 40
BENCH MAIRKS
NO
a
�
57A. 60i«07 PE, LT W S
REMOVE 4-2a"•20'CG.SMC.P Q ut
USE 24"+3O'C.G.SM.C.P HAULED FROM III -'
5TA.a54.01 Q
G05 GIO
r-y Fs TN CJLT J F-
[n� n
4
CULT.
T58 WIZZ 13sr
G423
pI, STA.619+56.. 05
AZ'.. 160`04'
G
Ga 20®
.rya—^'^..
-
r
�._-__.__.,.
----_¢—
a
_65
PAST.
STUMP$
cuLT.
n®
Z p
4 T
J
STA.. 612=33 Pc R"
CCNO,,
STA.605.00 TO fete,^OO RT
dU
1-16.2V C.GSM.C.P IN PLACE GOOD
9TA.593.4$ CONSTRUCT P.E. RT.
SODDED DtlTCPI RECi0.
w
O
5ALVAGE & HAUL TO 5TA. 584.00
-
X
I-18`a24' C.G.5.M.C.P PEOD
v_
2
NET LENGTH
OF CENTERLINE STA.590+0070 6t9+091— 29091 LIN.FT rv,.______,,.._
G 5S68C.`P
E C..�
59iO CY
•.� C. 2505 CY
..� «a3.e
`.~
sca'-` E pO2 CY,
-*�——
.,ae�e
E.B.S. 29 cy
f C
2652 C.Y. - .-
a':x-__
�cY-_.___._....__ F 46ea'3 G.°il
.f
P.E.. {OO C.Y.
'"-_",R
".
_B_.E,._ iQ2._G`Cr,F
_. 9.__. _...._., ____., ,.__.._
290 xn,Le''`
2159 CY?
PE. to ��r
...,..__..._.
C.Y
_F-'-ell
C.Y.
- H. 24,2C0
-_ . ...} .....
cis f}
9tr9G 29"!..•.�'
PIAU6 3T4 C.Y. Fq OP4 6T A, 416•M "'&280
14•C1 TO iC&•'R?-i��*90
.s .-- ""..-'
y
0.
a
Q
H 1260
m0
}
2f�}
2S0
240
230
a
r
wi Y
SALVAGE aYi
+ REDD,
PT
N 0 / s
4 3 3 9
?
'v'.
3m
rr
nR}
0 �
^N
A11i
0q
ap
a J'1
'+N
aiOB
aR+
mm
d•'�0
O�
>a..,y
995
G
7
8
9
GOO
01 r
CIE
03
04
GaOca
9
9
990
I
2
3
4
am
5 V
rJI 0
2T-
FM
Q
R9
12
Is
{4 GaIS
CG
t7 1F3
oar
Oz
0r3
09
GIo
11
-
P.O.T. STA.040-GI.3
PM 5TA. W9-56,05
G423
AZ. 180-04!
STA. G42.00 TO STA.657-00 LT
5TA.e24-00 CONSTRUCT PE.LT,
5TA.630-46 CONSTRUCT PE,LT.
GROUTED RUBBLE PAVING REQG
T
<
ON
649
ra 5 0
<
G30
635
a
G40
620
GZS<N
CULT
CULT. j
PA5TURI
I..Q
5d
----------
N4
65Y-
-P7
U,
ce-
CULT,
to
CUL"L
K z
CULT.
0.0
X 3:
to
0
01 m
'BTA.G30-00
V
CONSTRUCT PE. RT
TO ACT AS DITCH DAM
STA,G2r,-25 TO STA. (b26.75
57A. 630- 85 TO STA.631-35
READ RT.
STA.G34-65 TO
50DOED BACK5LOPE
5TA.G35-15
READ. RT.
pENCH MARKS
— -----
SODDED BACKSLOPE, REQO. PT
SODDED BACKSLOPE
NOT
F-19 _STA DESCRIPTION
EEV, L
5TA.GZ'7-45 70 STA.GZ7-95
LS7- G2E�'-30 SPIKE IN TWIN IT ELMS
lao, LT,
5CDDEO
EIACKeLOPE ReQO PT
58 G39^IB SPIKE IN i6foAK
Zb�
31
0
0
0
10,
to.
rol
NET LENGTH OF CENTERLINE STA. 619+09,1 TO STA.
�In q
61 � 'r
06
r,
n a
N
Qf
00
ma'm
MOM
I
r� N
0 m
�
00
q
v
N
N
4
N
13 19
1
2
3
4
Z&dv.c.
3090.9 LIN,FT
a -750.7 C.Y.0 -7527 C.Y.
20
20 y F ro275 CY,
pr- 010 cy(�
H. 21300 C-Y.
SHQ a %
a
C. ',328c�yjCBO3lCx
E.EM '703 C-y
F 59OG C.Y. 290
j`, B.F. 703 CX F G694 C.Y.pm.Z5 c.Y�
m 34180
----------------- ------------ -------
•
0 0
1
0
� �9
N
20
M 0
m
±<t
0
a 0 0
A m 0
N N
ri
q 0
It
'30
to q
m-,t
m
r 'D
q in
0'a A OD
QaR
N
q
It
n:
q)
N"!
N
4 �a
Ili 6 m
iiN ', N,%
a
'm0a)
044
�3
N 4 04 6
k.�
'I'l 1 1"7
M
a '4)
6Z�K
1 0
U)
�9
'2
),3
3 13
N 12 a Q
a
N Q N
U
4
a 4
4
4 a
N
NN
9
630
1
2,
3 0 4
635 11
G
o -7
a
G40
5 1
-toevx.
- m
m,n
N
E
ZG0,
Z40i
G50
M1P
Fl�m
__ y
5ENC:H MARKS P.aT, STA.G72+72.4 '.
YO STA. OESCRIPTION EIEV 7`a88t'12¢ �3S"
5 5l-+69 SPIKE IN 24" ELM_ _ 55RT. _21I_74 G42.3
a _G6I 42 CENTER SOLT IN BAND 4'FROM END N,PIPE 15: _6
61 C071 GI SPIKE IN 2O"ELM ___ GSRT. 2tl412
62 67@>OS SPIKE IN IH"ELM 84`RT 200.54
STA. G74+SO PE. LT
I-IS,N2A:CG5MCP RF-a D.
Y W0
m wm
GGS e_G'70 n H G75 � oQ00 690TJ r
eA BARN Y'TRp P W"6 C cu LT. I�� PASTURE
U a 0
... _ wQ
*
r-X
{
� cPicp
PASTURE
�LLIjW Ctl4.T.
I Y! ��
s (-� I BARN YARD
I6
�A9TURC)
I ti Q
O p
CU6T. dAFPCN l.J
@ p0<0
..
QZ
Ql1 LT.
❑
STA GG0*CfO TO STA 664.00 RT
J® °��
Q
N®°Pry
D r
SODDED TOE OF SLOPE REDD.
¢ g°
n 0
-J-p Er
a s-
�o am
Ey 10
STA-G51+54 P.@, RT
STA.G7I+50 P.E.. RT:
�d)
REMOVE. 1-15"-20' C.G.5.M.C.R
1®18°'R24' C.G.S.M,C.P. READ
I-14'A 24' C.ia. SM.G.P. RECi O.
STA, GGI+33 RT.
SPECIAL GROUTED RUBBLE
PAVING SECTION RE4D.
SEE DETAIL
NET Ct. LENGTH PROD. F 050-I(5) STA. 650+00-673+93.1 R2368.1 LIN. FT
NET LENGTH OF CENTERLINE 5TA.GO0+00 TO 5TA,0754+'9S.I-Z393.1 L1N.FT
riH
i
22 _ ♦De v.C.
2I O ! • ^p
4K
r
200
ISO
160
O
0
N
R
N 0
r4
AKS
pym
'„O .+13
++N
NN
rQn
^ut vo-^
N
N
N
N N N
8
9
GSO
tl r 2
soeac.
NET LENGTH OF CENTERLINE
Id
5TA.G73+93,C I'D 5TA.G80+OO-G.aOS.9 LIN.F,
C
8929 CY
C 9G29 C.Y.
,.Writ
C 2893 C.Y. C-3593 C.Y.
PE,
TOO C.Y,
,..' ,.r
F". E. TOO CY 4 vW
F.
@3T2 G.Y.
°� P 36 2.3 CY
H
28,950
�� H TOO
386, IBA,
STA.GGI+18
REMOVE 1-48'm 38' GG,.S.M.C.P IN PLACE
.STA. 6 G 1 +33
I-48z4O"C,GSMGP. IN PLACE GOOD CONDITION
SALVAGE 4 HAUL TO 5TA 489+25
STA. GGt +42
1-48'&40' C,G.S.MC,R IN PLACE QODD CONDITION
SALVAGE & HAUL TO 5TA. 489+2.5
R,
1
N���11 !
a t(} Nn
00
pp
NI}
F1N �QD
At9
_4
4
+N
d
main �1
0
mN
O
Og
44
No N':5 Aof
p0 p000
00
O
sn
0M
vtn Nlvj
nC4 0)
a_;
A4}
m4
aft!
sC
oQ)
liaidiome �C
mP�a OD
mC0
000
n
m
3 4
655
G
7
8
9
664
I n
2
3
�
,
s
FZTS+I�
t11
N
W
m
�
_RI
0 r
m�
0
O
9M
aM
6 m
9G%
yGi
g0
A4
a
ICI
P+
19
O
i 000 r0 0 0
vn6 A
40 NNNNO NN
G70 6 1 n 2
�Vt
Sul
J9t
dM N
ul U7
-O
cd1
0
4
�`
^m
._S0
Q 9qJ
Sa
NJf
Iy G1
NQ
rv0
w0
4
675
E+
7
9 0
9
650
a
POT.. STA.G97+00
3TA.68Srt8 P.E. Lr.
1-15'x 20 CG.S.M.CA 1N PLACE-0000 CONDIMCN..
SALJAGE 5: RE5ET AT SAGE. LOCA C4-
` I_15•. 4' C.G.5.M.C.P. EXTEN5tON REOD.
a 680 g, f3S
h a
RA9TURE
m
�� ..._. YARD ! ! ®..�.�
57A.083*IL P.C. RT:
IN PLACE-0000 CONCI'YION.
SALVAGE. !8C RESET AT SAME LOCATION.
1-i®"�6`CGSMGP L"TCN51ON ROOD.
STA.^o91m30 S.RD. LT.
1-I5'i3G"C,G.S.M.C.P uN PLACE-REXOVF
40 DRAtN WEST,
•
r�58-15 !SPIKE IN * r
r
END OF
FAA 75850',
5TA, 102 i15G RE. LT. STATION 707,00
IN P,-ACB- REMOVE.
t-t5"^2a.'C"G.S.M,GF. READ.
758E(1)2S t9S
Ge423
fQa o `� Z
CZ95
700
705 `� 710
G90
aa('
O O
ry S - .. -
'... j
mx x • x
r
"
�Li
G.y�C.
WJW I Z
J�rt nj
Iloe%
WW
ow
jjo
RO. RT.
5TA,rwali3SRO
at3
d!`.i4.g
CP.IN PLACE REMOVE.
E�"f
I-
Lam.
DRAIN EAST.
4aD
Ea as
O
tt.i
u4. i
n E
STA.G9'9+10 CO`ISTFRUCT P,E.. +RT. STA.'704s25 P.E. RT.
TO ACT AS DAM. t-t8"x 28'C.G,S M.C.P. REOD.
OF CENTERLINE
5TA.GEeO*00-ro STA710i00'® 300O LIN.FT.
�._..
NET
LENGTH
C. I ID34 Cl!j
E0.5. 243 C.Y
C-1212`T CY
'"• _
-----------
P.E. 50t4o CY�
l`r
cg
@F 24 C`°
r.x
200
PE. I",XD C.Y
F -10538 C.Y.
zea C.Y
`
H. 445
zz!i
ylu
d
QIn
220
d u
.1
STA.GW.90 CIAV. NO.C71'859
.^,
.`
,.
�w
aaa'v.c.
END OF
21Q.. a. _
P�
t-5`x2`h.'*24`REtNP. LONG CIJLV. IN PLACE.
` ln:n
-_--.-
.-'
.
®
F.A.P.
I
REMOVE.
I- 42'x 72' x 49' REINF. CONC. CULV. READ.
;01
.--
*�o
N 707}
STATIbN 707i4b
2C':'
..
*Ia
5EE DRAWINGS NO. M398G.
0.IIu
a"f
y'.0
U;i
190
STA. 6a9+40
1-2zv- 66'C.G
S.M.C.r
RECD.
'.
t!
_15C.
IJ
iiQ
ISO"
®
QD
9
3
Ul O
6i
d
�9
_
;,Rnl T gCJ
m '
.,®
eb.p
N o " n
J ., qQ wQ p}
n
_ q
�4 ba
PR
K}
!r
h S_ O M 9.'1
CiD )
y
®
�4 - G q
�i _:6N.t lej r.�:P S
c.:
h. !D
;x d "'_ ^ N
`n: in nf8
It
d9
Fl� c'+
Wo{
!CS
�Si
l4
,.NQ
¢7 a^J
YF G$f n ).._ ('f
9fi ^,4j l8 1�
.14 ?M
r)�
^
��p :..:� G N �; f`'Y ^Ii�}'%+fl
P
a'�
JiV YY I\I .a Cll ,a �{:l (V CsN
yN1PV
a`y iel NP} yiet N
Pt
R/m
(ham (•per
�o�}'
Edo
`�
cl
pp
7sN
.^iqf Qi
tm0
9ud$
OQ1fl R!
nh nCii ?
m¢I -aW x gm v G� n".Y r n
�}
rQi ..Oa ^PI ""
.I
N .,❑
rf
.: •, ., .J" ". a'a
!.'
v
'Q
0
'-7 OQ 07
C78
O9
2710
b
tm
_
-
A0)
®0
ale
�' f 2
3 4
G9S
m: G 7 8
9
70O
"a OC 02 03
_ Z
04
-..
1
2
4
685 G G 90 r"
:m
i
BENCH MARKS
NO oTA I DE SGRIPTt(7N ELEV
[66 i22 I f2` MAPLE RT 23t 4.6
6T T33, RED OAK IGO LT �_ y235.2
�0 t7F .F ry®S
I
CL"Lr
AZ.
I42" 4I5'
®
37- 12'
(7
3' L
T
%4ZI5
L
1240
%C.
0.0457 FT,
gg..
STAINTIERCEPTNG®EMBANIVENT
RE9'D.
L
2
z
`1
GIs ''l q
z Q
72C)
mm
C}.
PO,T 729+48'-
57A.732+00 PE L.T.
1-18+26 CULVT PIPE
STA,720+00 CON5T. SIDE RD.
RT
10, NET LC NC57VA OF CCNTCRLINC. 57A.707+00
TO 57A.'735*00 - 2H00 LIN, FT.
F-B.Sr455 C.Y,
SOILI4SG.4
VNCL.•4553C.
E•$.S,-244 G:P{
T SOIL-3 66 GY UNCL-6$26
'Ta SOIL- gal
G.Y. '--UNCt--6zS'3C----
G 3TSL C Y
C.Y
E - 62I4 C�
C. - 48 89
.Y-
C.-
F 3365C.Y F 5174C.Y.
arx.o, as-_,sw.a.
Zs:/ F 4$64 C.Y
S.G FILL 570
C.Y S.G. FILL 46S C.Y.
S.G.nLL
%S"C.Y,
BCS. OF F A,P 75R
STA 710.00 CULVT NO C-13Ta
I- 42 x72' x 4,7' RLtNF. C®NC.
CULVT RE R 5EE
DRAWING - M 4006
ff ee
_
_ 0
0 tti
v
rn
°menu
�nm
In
T 0 It
as
4-
705
G
7 B
ID 710
1 2
3
.d A
m
MA 5 Sir
Qs42`7
,.' STA 732+00 RE.. RX
1-1,6'« 26' CULVT. PIPE REQD.
Tfp
C- Z
U
)U
.4$:
Zaa
6001VC
e M1l N
a W S. G.FILL
LI q 2=c
22:
x
O
d
s
T
v
m
m
m
a
Ln
aN
Q�
NSS
ryi
M
��
{�di
Poli
PA\
ddi
at
NQ)
R)qj
'xW
T
SaJ
'9 C'
Q.j
w7'
(1 [v
0M
-t&i
N
I+aN�
P' T
Pn7
oa
A
ru''
ma
T'
0'
6�'
T
aT
¢T
o;'
�h ..
viT
7
61
a*+
pp
CSN
oil
(i
Q
Q
y
Q.
I}
V
y
0
Q
4
715
�C,
7
B
9
720
1
2
'5
4
725
G
7
8
3
730
1
2
5
4
735
I
a
STA,738-68-25 FIT
RUBBLE MASONRY
SPECIAL MORTARREQa
DITCH cmECK
c.G.s.M.C.P. REED.
SEE 5HEETN0,2.
Z57A.755-00 TO 5TA.745'_75
L�
15-75-L LIN.rT.
H F-T L�;MGTH r_ QC MKrERLINF-
E.ml
808
c y
5, Ft
42
0 1 y
--JjriCL Gli?- Cy
_T 501L
1562
C Yl,
41)30
C y
30
p E.
100
742
C y
C Yy
--F 4G27CY
F
3785
CY
5 m a 2 ' 'A
5.G.FILL
7252 CY
MILE NF-T LeNGTH OF r_L-N-rr_FZUNF-
NET Lr-NGTH Or' ceNTURUHr= � 9 1 Z L-F.
STA,-148+7-3 To -755+8 b -70e.9 L.F. 57A. -7 55 15e To '7G5+00
E.a 5,
?'5r r
5 R 54 CUNCL-_IZ3cj34 CY
T. SOIL Z 77 3 C y
I
lZO 871 CY
1
*3 R 9G4 Cy Fr 100,914 C.Y-
F 55550 cy,
Z H C-. 2 0 'A
Z.G.FILL 1394 Cy
I
G 37
6423
m
k ,
eoervc tC
a
CC
non
cm
40
IE 2E 311 4E
aw f* .2w lw 0 +
;PROFILE OF CONNECTING 5.13 AT STA G3
.4 In
Rj 0 N 0 Q 4 0 0 0 6
a Q It 10 r� 619 ul J, 6 0
ILI p cu a Ai 00 woo 0 10
q� 1 0 �j ri CO pl* P QD
cy p 0 cs C* 1 1 2 2
ci m 9 co CIO
Cq n ,I� 4 '755
0 0 0 0 CU v TV 0
si rl;Ny � fl� - oz 4 745 G '7 750
7
'7 0 9 740
00 CULV NO C-9T8
l4!V, RTIKF I CONE_ CULV REQD
MNG�Ko' M 43ZZ
57A 739 TO 740 LT
SpEcim- DITCH REQD
DENCM MARKS
-
EL V
0.
5-1-A
pE SGRIf'TION
165.55
g
7i3.60
10- OAK 93' LT
L.T.
7�0.67
•e
713C-97
14' PIhME 40,
33' LT
Ina CI
,3
794-60
Z4' PAVE.
J
4
EAM
PAST.
I
P � Q ZYi
Ilk
a ut
775 0
'770 1 -
Li o6SY
------------
3TA.T93+SG LT
7 U' 1-12"•149° PGRP CG'SM_P RECi O.
T O x 4- G" -VAR. PERF, C.GSNIP REO:(). (LATERAL I
LL STA. 7B 9+f5 CONST. PE LT X SEE 17 CTAIL.:SHEET
G DRAIN 6ACK AF1EACi Z a
qr4
;a.1 ^ ( Q t a 795
F- 780 755 `. r---1 Jam®
cc
4( r( 7-17
tf".It"
f° 15
� x.o
n !F �
d
5TA.7TT 00 CONST. P.E R.T.
F CR.Ca.N.758 i 5rcv. FA. 75&�_..._SGCT�2 4 _ ` RT. ,
J J 5TA.-793+17 & 794+46
Z-6" l G0 PERF RLGO.
F To ggy'j, n 6TA.79®-�'f T4 795r10 T.
I STA 783• { ea
RIPRAP FILL SLOP
jQ _LEV� 144.8
^ 795400 •814 5 LIN. FT.
NET I. LENGTH PROD, F 050-i(5) STA. 765+00-785+87.1950.0 LIN, FT + �205,7 LIN FT
NET LENGTH OF CENTERLINE 5TA, 7G5*OO. TO 5774A-7a5 8?' .
1 ..4 C.vp
o-
_
e
to
�
y
'
5Th7. 64f7
come I,CR2Eee..M464BVRx0TEG¢c°vvv2X4F
140
i
STA.76 NC
0f40Rg0.
FIPC
...... ... N v7' :tt
eU
f dt
R
N ri
7 H
ry
NET It LENGTH PROJ. F 050-1(5) STA. 785487-
77 =�aa T. SOIL IL6OC.Y. IJNCL14M Cy
7yEi'LENGT Fi �IOF GENT..C.RL»6N>=•._3'CA._°Z.SS+157 TO 755+00 C19 L.P 13741 C.Y�
. .Tt.c T5.-335 C.Y. F. 11442G.°f.
E.®.5. 735 C.Y. ESS-437 C,Y. UNGI, BOGO C.
T. SOIL 57 C.A_ UNCL.912 C ^ T25 $ C. y, .a as •r.
C. 833°LC,Y F. 4457 CN. 5.G, FILL 740 C.Y.
F. 7456 C.`[ S.G FILL 0� G G.Y.
� F T556 C.Y, 5TA.74Z "40
R'E.100 C,Y.
'S. N. 4. 2°J 7: RCMOVE LOW TRVSS BRIDGE 1N PLACE
.
S.Ko. 20 1102 C.Y 5TA. 7,^a*60 ;BRIDGE N0. REIN ..
60' SP NS-'ZG. ROADWAY RE{IV F CONG
WRIDGE REQD
SEE DRAWINGS ?4""'5515"AgsE�.
X'99'34, ?C 9991° R la 17Cpm.
ME
. • ws
• � i s
.• w
5
QF m
N
N
h
O
!p7
GZ N
N
�N
co
_�
O
t6
M
flO
N� AU
til
^$
Q
aN
J
ngOO
tt11
d ;n
p:." ♦f
P ui 4 4
6 gy
n3
3 0
19
��
r�
C h
i^ h ,y c0
8
�4
j�
`u,. csS
� n-
4
775
%
7
5
9 780
1
770
i•ii`1
6
®® C.
flp� p$p ®!P AN h P_ ®Bs
i100 P� dp f 0o
755 6 7 8 9
- J
•5D.6 VC
30
K' QUl
A 0�
C�j
PI Qp¢Ip `".fjlMO P+g
p'n
2 • 3 $..m..4 � -
795
790R
1
�
PDT 795-30
BENCHMARKS IP I ELEV
N 51, JDJE
74 02-1 157—p5NE LT 1—lal 91--
w000�
s
POT 802-Ora '
LL
4011-FAP 758-c-01
LU
�5T-H 46
FEJ
DEER PAR;<
Pr
r--6
oFpRaj,N0,FAP75a(79
0
�N�p�
END OF PROJ, F 050-1(5)
STAjq Z-70-79S'«30 FIT, UA
GKoU-rr-V FtU5SLF- PAVED DITCH
Nr-TLMNGTH orCr-NTeRUNt 9TA.755100T05TA50Z'"r'�'-74r'4 UN. FT.
UNCL-1184 C y
F 9 9 0 C �rl
,,, - Z.t,.
B.G. FILL - 2?0 C Y
:!o
N
as
Iti'll 4V
ej
v C 1
7",
4
7952
G
N
0
cb
I
ENO OF pgoj. 75 t
5TA 50�2 , 4 G
G423