HomeMy WebLinkAbout1947 S0555(2) .pdfI
SHEET NO t TITLE
SHEET NO - TYPICAL CROSS SECTIONS
SHEET NO. 2 ESTIMATE OF QUANTITIES
SHEET NO - MISCELLANEOUS QUANTITIES
SHEET NO. - RIGHT OF WAY PLAT
SHEET NO, B- 4, PLAN AND PROFILE STA, 0O'C TO STA. 17+00
SHEET NO, - STANDARD DETAILS
SHEET NO - DRAINAGE STRUCTURES
SHEET NO. - CROSS SECTIONS
Wommummommomm 0 somovinalmommo.
0 #. woo
al"
fflu���
♦
BEGINNING NEAR THE SOUTHWEST CORNER OF THE N.W.1/4 OF THE N.W1/4 SECTION 34,T29N
R19W THENCE EASTERLY AND SOUTHEASTERLY TO A POINT APPROXIMATELY 930 FEET
EAST AND 310 FEET SOUTH OF THE CENTER OF SECTION 35, T 29N. R19W,
SCALES I PROFILE HOP, I I., - ZOO "I Ix"I", I IN - 20 1
VOPT,10C-5FT,
ZIP
EQUATION STA,60t2OBK,v
END OF P ROO S 0555 (2)
STA 17+00
T 29-- N
ucmm�
RLIJE SHEET
IN CLASS AND AGREEMENT . EMi roAk
11�_" Ar SECTION - - - I C- FTTE CNK OFFNCE RUNNER
L5 56 I L2
APPROVED rr�=p
rr
Title
x, T
STATE LINE CULVERTS IN PLACE c, M rnso N. V's .......
COUNTY LINE CULVERTS REOUTRED ,-
TOWNSHIP OR RANGE LINE CROP INLET. 71, FP
SECTION LINE POWER POE
NEW AF6HT OF WAY L(NE 7Et-EPHONE OR TELEGR,,PH POLIE
PRESENT RIGHT Or WAY LINE FIGHT WAY MARKERS
WIRE FENCE WOVEN REFERENCE STAKE FCR PUBS ONLI TC
`(BRBEG ARSH ------ LAYOUT
LOT LINE HE05E 0 /A?, ly
CORPORATE OR CITY LIMITS ---- ----- TREES, SCALE ,'I' UME
PROPERTY LINE --- 316. A
TRAVELED WAY OR P E GROUND ELEVAT)Oq
RAILROADS TOTAL NET LENGTH OF CENTERLINE 1,005 MI .�TJX'
BASE UT SURVEY LINE GRADE ELEVATION
111L. I"? OYO.J.H a RW M 5/14/47,
S0555(2)
ESTIMATE OF QUANTITIES
THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION OF WISCONSIN- EDITION OF 1941
APPROVED AS STANDARD SFPTDr lq,U^ FFnFRAl Ain RPFrAl PPnVlqlnNq APDPC)Vrn ACI CITANDAIDN, IOCT 1n IrF,N. ..r, enP, ------
CONTRACT NO....!-..
FED
R�r D F�T
N"
STATION
NET
LENGTH
REMO REIUMNR
OLD OLD
OLD OLD
7
EXCAVATCN
SPECIAL
EMkEANKWTN`TS
COWPACTED
SHULL- `N,
RANKS 0 SLIT
SASE CONCRETE
COURSE PAVENENT
�E
PREP �ING GAT
ROAD- SURFACE GRADET
ST
MAT "N'T L G
CGRE ATE
TO
OF
CULVERT RIDGE
CLEARING GRUERrKI PROOF
ij
F�W PER THAN ERAT�,
CONCRETE AGGOT EGATE
f ON 0 VNIS Sl
=NS
GRAVEL
GRADN� ENSANK BOUND]
SUR-
BED URrCo,,F T. SOW
PAVEMENT
GURROw ICOURSE
STATION
CENTER
STA STA
A
STA
ROCK R"
PC G
ELL OLD
HEAD-
c �
FOR NtI, COOKED
C% COURSE
Nn
L
POLFCA-TION
�ZIGATM
FOR
VANT WAY ROAD
DIAS
ERB
BRAND
FEIST D EN E
BIT c-GRADED
ROAD IUX,
7., � I FITOCK
'T�. "
TACK STA
TEM NO,
E� =21= 1,040. 12 -214
2�06_z 2106-
?.106-6
ZIOG-V
2110-� 2�IZ-I 2IL3-1 t14-11 2IG_�
EAT TYPE
13
FILES T2� PIES I
23 AID -
L�n
LIN F�
SF ACRE IN CIA ACRE LS LS
LS
'LIE
C.Y.CY CY
$o,yo
AT
CY, CY, ON STA STA
so.yo SQYO
ILI 2322-2
1
1,
0-150TO 55tOO
5312
soya GY,
SQ YD STA SG YD C. - Y
CAL, c Y_ C'Y C'S CY,
z
35t00TO 17t'00
4220
111805
1 0 IGO-
0 8C
Ail
�9532
in
MILE CIC COM- �AON SAND TE
PUNA, KION [ FOR E
o 5TA EXC STRAD- FILL
Na.
-------
BAR
STEEL
PEER,
-BRIDGES (STRUCTURES OVER
TRTHD UNTRD
STRUC- STEEL SHEET TWO MBER TWR
TUFC� STEEL LEAD TMASON-ES
STEEL 'I" NOT AND TEST
TIMBER IKLNG
20 FT. SPAN)
`N�EEP
MING FLOOR
GRANTS
'I', 'FOYT,
PROOFING
MIRK,RAP
DAMP 1 DRAW
MITER
...
STEEL LEAP
--------
PROOFING
FLOOR —
GRAND w BRAND PAR
CA
SLYL�Cl-� OUT-1 PIG-� 2401-1
L S CY CY Cy CY
2406-1
B.B.ED
2407-t
240731
LS LES
1—
MEW
LS
-1 . 1-11 1
LIN FT LIN,FT.
508-2
EACH SOFT FT
WATER
2507-9 2508-t1250@, T92-P
T E I SOFT SOFT CY
CULVERT
PIPE
P!PE STORM SEWER TON BASINS MANHOLES
INLETS CONCRETE
GUARO FENCE
CALDID4
TOESoL
MASONRY
IYP
PAVING CHICKS
OPAIN
"GRON
CHLCWDE
MAR'(_ OR CAL Ma
SEED
PER
cLF3 SIDE
TTMEIER�,AGES
ER
PLANTTAL,
MORTAR
RAP
CURB AND
CABLES
BEDS
SAL -
DRY
PLAN �D
iTER WALK
RAL END
POSTS SURFACE
AND
FACED
BEE
NO.
_ - �'_
241[- Z'Ll
_LL
24N i
6 25GI-2 25G_ 25t6-
M7,
CABLE
TREATMENT
GOD
_J.L41f-
�3
3�4
PG;EFAI
CY FT
NFT LYYF7 LIN
LTLL 4
FIT�LN F T tN F T LIN FT LIN FT
I LIN I T LIN FT UN FT
Cl
Sa, 5U TO CY
UP FT LIN FT EACSI
------ -
'RAN
US FT
EACB EACH
EACH EACH LFIFT LNFT SOFT
LNFT LIN FT EACH
EACH TON
EEDING BID-
S5^G
hAcH srn 0400.�,vEAn
e. ' �, r ray:• a .per rra rr k IM1 ��; _ y, p 7- ?SCrt T cloo, .l 3 y
� �' ... Berrarrnrnp e�e"F�reayart � __._..
tO O `tio 20 `` � 30
Il
EG E
SI.b PE I'/4"? 67. _ .._ .. {' Y2�UNii JRk CEPTfI RSPT $'URE
�`. —PORN, RUERREG TO C't PFbFILE .,
YAR. DEPTH GRAVEL SURF, M PLACE.._.._-
TYPrcAL FINISHED SECTION
NET LENGTH OF GENTERLINE STA.0-150 TO STA.35f OO=5312 LIN.FT.
EQFT 7-
I
_ SA.16t6.•S � ._..
TAtQf QO AH. I
J /30_ f f
po
i
I
.,Incm
1
I
a � t
,�
� M, h, � 7J na' �} O ry. Cf hi W h�. O m L O.
.� `��.._.,:�_
�. 0 r 2 3 4 .F 6 7 $ .9 /0 a 2 .3 4 S 6 CP 4 S fi i fl 9 /Q d 2 3 4 S 6 7 8 9 2Eb / Z .? 4 S fs 7 9 9 30
r e��eaE �.a. lL i va Ream.®
tt x4 Rwn
M40
-r- 53t85
CQUATiON
S7-. 60 4,10 BACK: CfCO
s
in
PS.- 64463
A 7'/8'
IV