HomeMy WebLinkAbout1950 S0554(4) .pdfNO, I TITLE
WD, I ESTIMATE OF QUANTITIES
No, - MISCELLANEOUS QUANTITIES
Na - RIGHT Of WAY PLAT 0400 45+00
"a - STANDARD DETAILS
Na - DRAINAGE STRUCTURES
Na - CAM SECTIONS
E
STATE OF f
STATE HIGHWAY COMMISSION OF #
PLAN AND PROFILE OF PROPOSED
HAMMONDROAD
e
0
PROJECT 50554(4)
4
SECTION 1. BEGINNING AT THE SOUTHEAST CORNER OF SECTION 4,T29N.,R.17W.,THENCE NORTH TO THE NORTHEAST
CORNER OF SECTION 4,T 29N.,R.17 W.
SECTION2. BEGINNING AT THE SOUTHEAST CORNER OF SECTION 2I,T.30N„R,I7 W.,THENCE NORTH TO THE NORTHEAST
CORNER OF SECTION 16,T.30N.,R.17W.
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scales FRGItS N4R..1eN.�fW IT. rewr.e vN..-ea rr.pSEGtI THIS PROJECT IS TO BE EXECUTED UNDER THE STANDARD SPECIFICATIONS
,PROFILEHOR.II H.2OOFT VERT.IIN- 2OFT/SEG23 FOR ROAD AND BRIDGE CONSTRUCTION OF THE STATE HIGHWAY COMMISSION
OFWISCONSIN,EDITION OF1941,APPROVED AS STANDARD SEPTEMBER 26,1941;
�"i7.,-1, FEOERALAIDSPECIALPROVISIONSAPPROVEDASSTANDARDNOVEMBER8,1948,
AND SPECIAL PROVISIONS AS ATTACHED TO PROPOSAL.
NEW *NIRY OF AIR
TELEPMO"t Ott TELEGRAPH POLX-----...
mm
CONVORATC Olt CITY
T"M
LAYOUT
SCALE 1--1
R r.
-N
so
p T_
NET
WEA RING SURFACE
AGGREGATE
BITUMINOUS
GRADER AGGREGATE
FOR
NATENvdL
LENGTH
BiT.SU RF..COURSE
GR.4GG. SIT
fpR
{
STATION TO STATION
OF
IOENSE GRADED
SURF. COURSE
SURF LOURS
"RE CLASS"G')
IDENSEGRADE
AND
GENTERLtN
ROADMIX
TYPE)
YACRCOAT
TENNO,
2313-t
2313-3
2313-3
UNIT
LIN.FT.
SO.YOS.
GU.. YOS.
GAL.
SECA
OA+OOTO45B+0
5235
116N_
71
1
SEC2
0+00 TO 106+42
IO642
23800
1450
26200
TOTAL
15877
35450
2160 .._
39000
ATATY NpNNAY
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DEPARTMENT OF COMMERCE
BUREAU OF PUBLIC ROADS
RECOMMENDED FOR APPRO`IiL
DISTRICT ENGINEER DATE
APPROVED
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P.I. STA. 67+48 �k, P,L STA_ 85+00 P.L STA. 914-11
AZ.-180`11` AZ-179'56" AZ.-180046' EQUATION
P^ STA- 106+42. STA. 0+00 PRQ1 S0554
ELEY IOZ16. 100.00 PROI S0554 (1)
BENCH MARKS
60 65 70 75 80 85 1 90 95 100 105
66 -4
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