HomeMy WebLinkAboutG 1950 A.pdfSHEET W. I TITLE
SHEET NO. I TYPICAL CROSS SECTIONS
SHEET NO. 2 ESTIMATE Of QUANTITIES
SHEET NO, — MISCELLANEOUS QUANTITIES
SHEET NO. — RIGHT OF WAY PLAT
SHEET NQ S •F PLAN AND PROFILE STA. 313 ^',; TO LTA, sY « R a0
SHEET NO. — STANDARD DETAILS
SHEET NO — DRAINAGE STRUCTURES
SHEET NO. — CROSS SECTIONS
STATE OF WISCONSIN
STATERIGHWAY
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PROJECT0
POINTBEGINNING AT A APPROXIMATELYi FEET SOUTHAND goo FEET
WEST OF THE NORTHEAST CORNER, SECTION 9,T 28 N, R 19 W THENCE
NORTHERLY TO A POINT APPROXIMATELY 1050 FEET WEST AND 15
FEET NORTH OF i • CORNER OF i i T 29 N, n
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$ I/2 MATINOT Y}Hf
POINT REFERRED / NORTH
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CausHED 6ranE ��lHuavajE' gq'REN
STATE LINE _ ... ... ®®ram
CULVERTS IN PLACE ......
_. C--:--m___ocU
COUNTY LINE ,®.®®+. s.
CULVERTS REQUIRED.....,
TOWNSHIP 09 RANGE LINE
CROP INLET ... _.._
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POWER 804E , , , ..-..
... ..
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GROUND ELEVATION
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GRACE ELEVATION
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TOTAL NET LENGTH OF CENTERL,NE =2.462 M'
T 29- N
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1
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INCLUDEDNOTE: SHEETS 3-7 ARE TO SHOW PROFILE
r ALIGNMENT ONLY. OTHER INFORMATION
NOT PERTINENT TO THIS CONTRACT,
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