Drawings_Wild Bill Herrig 2_01_10.pdf
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- Solicitation number
- AG-82B1-S-10-0430
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WILD BILL HERRIG CREEK MAPS/DRAWINGS
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| File | Type | Posted |
|---|---|---|
| AG-82B1-S-10-0430.pdf | ||
| Front Page Cover SOL-.pdf | ||
| SPECS_FP03 FS_Herrig_Wild Bill 2_1_10-FINAL.pdf |
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DQ = Design Quantity; AQ= Actual Quantity; LSQ = Lump Sum Quantity
REGION ONE
MOBILIZATION15101 Lump SumLSQ
SEEDING, DRY METHOD (WITH MULCH)62508 Lump SumLSQ
REMOVAL OF EXISTING 52" DIA. CULVERT
CRUSHED AGGREGATE, SURFACING (COMMERCIAL SOURCE)30809 45Cubic YardDQ
EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB62201 HourAQ 16
YES
YES
20304B 1Lump SumLSQ
PLACED RIPRAP, CLASS 2, MACHINE PLACED (COMMERCIAL SOURCE)25101A 15Cubic YardDQ
SOIL EROSION AND POLLUTION CONTROL15713 Lump SumLSQ YES
137" SPAN x 87" RISE CORRUGATED STEEL PIPE-ARCH, 0.138" THICK.60202 48Linear FootAQ
UNCLASSIFIED BORROW20404 20Cubic YardDQ
ROCK WEIR STEP POOL64810 EachAQ 4
STRUCTURE EXCAVATION20806 Lump SumLSQ YES
PLACED RIPRAP, CLASS 4, MACHINE PLACED (COMMERCIAL SOURCE)25101C 20Cubic YardDQ
18" DIAMETER CORRUGATED STEEL PIPE, 0.064" THICKNESS60201B 34Linear FootAQ
84" DIAMETER CORRUGATED STEEL PIPE, 0.064" THICKNESS60201A 50Linear FootAQ
REMOVAL OF EXISTING 73" SPAN x 55" RISE CSP CULVERT20304A 1Lump SumLSQ
EQUIPMENT RENTAL, LARGE DUMP TRUCK62202 HourAQ 10
YES
YES
YES 1
YES 1
4 8
PLACED RIPRAP, CLASS 3, MACHINE PLACED (COMMERCIAL SOURCE)25101B Cubic YardDQ 20 55
PIT RUN AGGREGATE, 6" MAXIMUM SIZE (COMMERCIAL SOURCE)30810 20Cubic YardDQ 12 32
CENTERLINE COORDINATE TABLE SURVEY CONTROL COORDINATES
LAYOUT POINT COORDINATE LISTING
SURVEY CONTROL COORDINATES
11+00 12+00 13+00
N F
S R
STA 11+00
BEGIN ROAD WORK
MATCH EXISTING
W
IL
D B
IL
L
C R
E E
K
14+00
STA 11+00
BEGIN ROAD WORK
MATCH EXISTING
STA 13+00
END ROAD WORK
MATCH EXISTING
WILD BILL
CREEK
CONTROL COORDINATESCENTERLINE COORDINATE TABLE
60.00' VC
PVI ELEV = 3490.20
PVI STA = 20+48.68
B V C S .6
B V C E .2
E V C S .6
E V C E .6
-0.26%
60.00' VC
PVI ELEV = 3491.20
PVI STA = 21+13.48
B V C S .4
B V C E .7
E V C S .4
E V C E .9
1.54%
60.00' VC
PVI ELEV = 3490.29
PVI STA = 22+11.24
B V C S .2
B V C E .5
E V C S .2
E V C E .9
-0.93% 2.33%
20+00
REGION ONE
CONTROL COORDINATES
20+50 21+00
STA 20+20
BEGIN ROAD WORK
MATCH EXISTING
21+50
STA 22+20
END ROAD WORK
MATCH EXISTING
H E
R R
IG
C
R E
E K
22+00
22+50
HERRIG
CREEK
LAYOUT POINT COORDINATE LISTING
FLOWFLOWFLOWFLOW
FLOWFLOWFLOWFLOW
AAAA
AAAA
REGION ONE
10101010
F
.0
H e rr ig
C re e k R d
\d w g
\H e rr ig
S tr e a m .d w g /3
/2
:4
:1
A
M c u rt is
NO. 5347- 0.32
ROADWAY CROSS SECTIONS
HERRIG CREEK CULVERT
NO. 5347- 0.32
HERRIG CREEK CULVERT
NO. 213 - 4.32
WILD BILL CREEK CULVERT
NO. 213 - 4.32
WILD BILL CREEK CULVERT
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