Attachment_C_-_Drawings-Plans.pdf

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Squaw Creek Crossing
Solicitation number
12569R19B0002
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Attachment C

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File Type Posted
Attachment_B_-_Specifications.pdf PDF
Attachment_D_-_WI_DNR_General_Permit.pdf PDF
Attachment_A_-_Schedule_of_Items.pdf PDF
12569R19B0002.pdf PDF
Attachment_E_-_USACE_General_Permit.pdf PDF
Attachment_F_-_Davis-Bacon_Wage_Determination.docx DOCX document

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squaw signed cover

SQUAW CREEK - SH2 - GEN NOTES AND QUANTITIES
SQUAW CREEK - SH3 - TRAFFIC CONTROL
SQUAW CREEK - SH4 - TYPICALS
SQUAW CREEK - SH5 - PLAN AND PROFILE
SQUAW CREEK - SH6 - PHASE 1
SQUAW CREEK - SH7 - PHASE 2
SQUAW CREEK - SH8 - CROSS SECTIONS
SQUAW CREEK - SH9 - CROSS SECTIONS
SQUAW CREEK - SH10 - CULVERT DETAILS
SQUAW CREEK - SH11 - CULVERT SECTION DETAILS
SQUAW CREEK - SH12 - SOIL BORING LOGS
COVER SHEET:
TYPICAL SECTIONS:
PLAN PROFILE SHEET:
CULVERT DETAILS:
SOIL BORING LOGS:
undefined:
1:
2:
undefined_2:
undefined_3:
RECOMMENDED BY:
undefined_4:
DESCRIPTION:
Mobilization:
LPSM:
MILE:
Silt Fence:
LNFT:
Clearing and Grubbing Disposal Method F:
20301:
Removal of Pipe Culvert:
EACH:
2_2:
20401:
Roadway Excavation:
CUYD:
47:
Unclassified Borrow Compaction fvlethod 2:
CUYD_2:
Waste Excavation:
CUYD_3:
Structure Excavation:
CUYD_4:
Structural Backfill:
CUYD_5:
Dewatering:
LPSM_2:
Riprap Class IV:
CUYD_6:
Geotextile Type IV Class I:
30103:
Aggregate Base Grading D Compaction Method B:
CUYD_7:
100:
Screened Aggregate Grading P Compaction fvlethod B:
CUYD_8:
Asphalt Cement Wisconsin State DOT Grade LT:
TON:
Steel Sheet Piles Temporary:
LPSM_3:
Steel Sheet Piles Leftinplace:
LPSM_4:
Precast Concrete Footings:
EACH_2:
Precast Threesided Culvert 20 span x 12 rise:
LNFT_2:
Granular Backfill:
CUYD_9:
Seeding Dry fvlethod:
LPSM_5:
Mulching Dry fvlethod:
LPSM_6:
Temporary Traffic Control:
LPSM_7:
Stream bed Simulation Rock Bed Class 8:
CUYD_10:
LOCATION:
SPIKE:
CP11:
72856 119 RT:
4891562600:
8594673200:
156222:
SPIKE_2:
CP13:
123163 169 RT:
4895276900:
859815 7900:
157750:
SPIKE_3:
SPIKE_4:
SPIKE_5:
SPIKE_6:
SPIKE_7:
CP19:
28594 136 LT:
4889509700:
8590715300:
156556:
SPIKE_8:
CP20:
0 752398 LT:
4887961000:
8589261700:
156647:
DRAWING TITLE GENERAL NOTES AND QUANTITIESRow1:
DATE 3302018:
ARCHIVE NO:
DRAWN J ALLEN:
DWG SHEET NO C01:
PROJECT NO U2817436:
SEE SOD 1467 FOR BARRIER:
SO I AX I I SO 1 1 I I I:
ci:
DATE 3302018_2:
SQUAW CREEK:
IF DRUMS ARE USED 1NIHEAO OFCONCRETE BARRIER WALL:
It:
J ALLEN:
DWG SHEET NO C02:
PROJECT NO U2817436_2:
sooi FIELD LiBORA TORY TESTSRow1:
WC DEN LL PL V1120:
PAVEMENT:
COURSE:
FLLL:
undefined_5:
WC DEN LL PL 20:
WC DEN LL PL 20Row1:
waterbearing very loose to medium dense SP:
GRAVEL with sand brown waterbeating loose:
SOIL BORING LOGS_2:
w:
ss:
DATE 3302018_3:
ALLUVJUMEnd of boring al 315 feet:
M X M X li X M li 1x I w X I w X I w X y i w X l w X r l wEnd of boring al 315 feet:
WC DEN LL PL 20Row2:
WC DEN LL PL 20Row2_2:
WAIBR LEVEL MEASUREMENTS:
ARCHIVE NO_2:
9529S RDwDMRow1:
1017llRow1:
1400Row1:
lJ5Row1:
95Row1:
98Row1:
NoneRow1:
1017lllmD 101711:
1400lmD 101711:
lJ5lmD 101711:
95lmD 101711:
98lmD 101711:
NonelmD 101711:
1017llDR MD LG NP Rio 84:
1400DR MD LG NP Rio 84:
lJ5DR MD LG NP Rio 84:
95DR MD LG NP Rio 84:
98DR MD LG NP Rio 84:
NoneDR MD LG NP Rio 84:
GJUNTTILA:
DWG SHEET NO C11:
PROJECT NO U2817436_3:
2018-04-03T09:09:08-0500
KARREN L BALZAR
2018-04-03T09:41:41-0500
MARK BEUNING
2018-04-03T13:57:02-0500
ROBERT HENNES
2018-04-10T16:29:28-0500
PAUL STRONG
2018-04-18T08:35:21-0500
JEFFREY DULKA
2018-04-18T08:44:47-0500
JOSIAH KIM

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