A005.pdf
PDF 2 MB Posted
- Attached to
- CA FLAP SR36(13) State Route 36 Federal contract opportunity
- Solicitation number
- DTFH6817B00004
About this file
Amendment A005
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Tabs.pdf | ||
| CA_FLAP_SR36_Bid_Opening_Summary.pdf | ||
| SR36_Phase_2_SWPPP.pdf | ||
| QnA_4.24.17.pdf | ||
| A004.pdf | ||
| A003.pdf | ||
| QnA_4.20.17.pdf | ||
| QnA_4.18.17.pdf | ||
| Sign-in_Sheet.pdf | ||
| A002.pdf | ||
| A001.pdf | ||
| QnA_4.11.17.pdf | ||
| QnA_4.4.17.pdf | ||
| CA_FLAP_SR_36(13)_Final_Pavement_and_Materials_Report.pdf | ||
| CA.FLAP.SR36(13).State_Road_36_Humboldt_County.Final_Geotech.2016.pdf | ||
| CA_FLAP_SR36(13)_Plans.pdf | ||
| DTFH6817B00004.pdf | ||
| Van_Duzen_CA_sr36(1)_Final_Hydraulic_Report__December_2014.pdf | ||
| CA_FLAP_SR36(13)_X-Sections.pdf | ||
| CA.FLAP.SR36(13).State_Road_36_Humboldt_County.GDR.2014.pdf | ||
| CA.FLAP.SR36(13).State_Road_36_Humboldt_County.Geophysical_Rpt.2014.pdf | ||
| SR36_ISA_FINAL.pdf |
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Text version
Jeremiah.Rogers Typewritten Text
Jeremiah.Rogers Typewritten Text
Jeremiah.Rogers Typewritten Text
00 2020 4040 60 80
2460 2460
2470 2470
2480 2480
2490 2490
2500 2500
2510 2510
2520 2520
2530 2530
2014+36.09
2460 2460
2470 2470
2480 2480
2490 2490
2500 2500
2510 2510
2520 2520
2530 2530
2540 2540
2550 2550
2018+98.86
2470 2470
2480 2480
2490 2490
2500 2500
2510 2510
2023+43.52
00 2020 4040 6060 8080
100 120
Z added headwall and wingwall dimensions.
updated headwall and culvert layout, and
Fixed fill slope to match mainline cross-sections, AMENDMENT A005
N A
C A
S T
A T
E R
O U
T E
F L
A P S
R
P R
O J E
C T
N O
S H
E E
T S
H E
E T S
T O
T A
L R
E G
Z
S T
A T
N:\CA\sr36(13)\Roadway\CADD_Sheets\Z-Drain_Xsec\SEG2.dgn2:07:48 PM4/24/2017 _User: kelly.terrell_
Pvmt_ETW_Layer5_R
Mse_Excavation1_L
GR_17_L
GR_2_L
Ditch_Btm_R
Pvmt_CL_Layer2
Mse_Excavation2_L
GR_18_L
GR_3_L
Pvmt_CL_Layer3
Pvmt_ETW_Layer3_R
2013+75.00
Pvmt_ETW_Layer4_R
GR_16_L
GR_1_L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
2014+17.16
Mse_Veneer_L
GR_14_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
2014+00.00
GR_15_L
Shdr_Wedge_Layer1_L
Ditch_Btm_Back_R
Mse_Backfill1__L
Mse_Reinforcement2_L
GR_13_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Shdr_EOP_Layer1_R1
Mse_Backfill3__L
Mse_Facing_L
GR_11_L
GR_22_L
Shdr_EOP_Layer2_R
2014+25.00
2013+79.55
Mse_Reinforcement1_L
GR_12_L
Shdr_Wedge_LayerTop_L
Pvmt_ETW_Layer3_L
Mse_Front4_L
GR_10_L
GR_21_L
Pvmt_ETW_LayerTop_R
Mse_Front2_L
Mse_Foundation2_L
Shdr_EOP_Layer4_R1
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
2014+17.00
Shdr_EOP_Layer3_R1
Mse_Foundation_L
Mse_Front3_L
GR_20_L
Shdr_Outside_Layer2_R
Shdr_EOP_Layer3_L
Mse_Foundation1_L
Mse_Front1_L
GR_9_L
Shdr_EOP_Layer5_R1
False_Cut 1:2_R
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
2013+80.00
Mse_Backfill2_1_L
GR_7_L
Shdr_Outside_Layer3_R1
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
GR_8_L
Mse_Front_L xMse2_L
GR_5_L
Shdr_Outside_Layer5_R1
Shdr_Outside_Layer2_L
Mse_Backfill1_1_L
GR_6_L
Shdr_Outside_Layer4_R1
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
GR_19_L
GR_4_L
Shdr_Outside_Layer1_L
Exterior Boundary
Exterior Boundary
.0
Offset= 28.101 LT Elev= 2469.925
Slope = 4.3%
1:1.63
1:
1:5
Offset= 115.291 RT Elev= 2476.127
1:200
Wingwall Length = 15'
Headwall Length = 9'
Design "H" = 16'
15° Wingwall Skew
Type A Wingwalls
Curb_Face_Top_L
Pvd_Ditch_Layer2_L
Shdr_Pvd_Ditch_EOP_Layer1_R
Pvmt_CL_Layer2
2019+00.00
Shdr_Pvd_Ditch_EOP_Layer2_R
Pvmt_CL_Layer3
Rw_Top_R
Pvd_Ditch_Layer1_L
Pvmt_CL_Layer1 Pvd_Ditch_LayerTop_RPvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R xDNC_Parkway_R
Pvmt_ETW_Layer3_R Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Shdr_Outside_Layer2.1_R
Shdr_Pvd_Ditch_EOP_Layer1_L
Shdr_EOP_Layer2_R
Shdr_Pvd_Ditch_EOP_Layer2_L
Rw_Back1_R
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Pvd_Ditch_LayerTop_L
Hinge_R
Curb_Back_Top_R
Slope_Stake_L
Pvmt_ETW_Layer2_L xDNC_Parkway_L
Curb_Face_Pvmt_R
Pvmt_ETW_Layer3_L
Pvd_Ditch_Layer2_R
Curb_Face_Top_R
Shdr_EOP_Layer3_L
Rw_Back_R
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Shdr_Outside_Layer4_L
Pvd_Ditch_Layer1_R
Shdr_EOP_Layer2_L
Shdr_Outside_Layer5_L
Curb_Face_Pvmt_L
Rw_Foundation_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
RW_Back_2
Curb_Back_Top_L
Hinge_LExterior Boundary
Exterior Boundary
RWR
Slope = 2.0%
CL
-0.31% +0.16% +0.07%-0.42% 1:61:6
1:
1.
1:
1.
1:5 1:5
W
R
W
R
Offset= 16.252 RT Elev= 2501.347
Offset= 47.196 LT Elev= 2500.077
1:6.6
Shdr_Pvd_Ditch_EOP_Layer1_R
Pvmt_CL_Layer2
Shdr_Pvd_Ditch_EOP_Layer2_R
Pvmt_CL_Layer3
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvd_Ditch_LayerTop_R
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop xDNC_Parkway_R
Pvmt_ETW_Layer3_R
Shdr_EOP_Layer3_R
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Shdr_Outside_Layer4_R
Shdr_EOP_Layer2_R
Shdr_Outside_Layer5_RShdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Hinge_R
Curb_Back_Top_R
Slope_Stake_L
Pvmt_ETW_Layer2_L
Curb_Face_Pvmt_R
Pvmt_ETW_Layer3_L
Pvd_Ditch_Layer2_R
Curb_Face_Top_R
Shdr_EOP_Layer3_L
2023+40.00
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Pvd_Ditch_Layer1_R
Shdr_EOP_Layer2_L
Slope_StakePvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Shdr_Outside_Layer1_L
Exterior Boundary
Exterior Boundary
RWR
RWR
Ditch_Btm_RDitch_Btm_Back_R
Slope = 4.9%
CL
-5.09% +4.94% +4.85%
-5.19% 1:6 1:2.0
1:50.0 1:
2.
1:
2.
1:5
1:4
W
R
W
R
W
R
W
R
Offset= 29.505 LT Elev= 2493.727
Offset= 24.000 RT Elev= 2496.336
00 2020 4040 6060 8080
2400 2400
2410 2410
2420 2420
2430 2430
2440 2440
2450 2450
2460 2460
2470 2470
2480 2480
2490 2490
2500 2500
2075+22.76
2390 2390
2400 2400
2410 2410
2420 2420
2430 2430
2440 2440
2450 2450
2460 2460
2470 2470
2480 2480
2490 2490
2078+45.11
00 2020 40406080100
Z
Added headwall and wingwall dimensions
AMENDMENT A005
N A
C A
S T
A T
E R
O U
T E
F L
A P S
R
P R
O J E
C T
N O
S H
E E
T S
H E
E T S
T O
T A
L R
G
Z
S T
A T
N:\CA\sr36(13)\Roadway\CADD_Sheets\Z-Drain_Xsec\SEG2.dgn2:01:24 PM4/24/2017 _User: kelly.terrell_
Pvmt_CL_Layer2
Mse_Excavation2_L
GR_18_L
GR_3_L
Pvmt_CL_Layer3
Pvmt_ETW_Layer4_R
GR_16_L
GR_1_L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Pvmt_ETW_Layer5_R
Mse_Excavation1_L
GR_17_L
GR_2_L
Mse_Veneer_L
GR_14_L
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
GR_15_L
Shdr_Wedge_Layer1_L
Pvmt_ETW_Layer3_R
Mse_Backfill1__L
GR_13_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Shdr_EOP_Layer1_R1
Mse_Backfill3__L
Mse_Facing_L
GR_11_L
GR_22_L
Shdr_EOP_Layer2_R
Mse_Reinforcement1_L
GR_12_L
Shdr_Wedge_LayerTop_L
Mse_Front4_L
GR_10_L
GR_21_L
Pvmt_ETW_LayerTop_R
Mse_Front2_L
Mse_Foundation2_L
Shdr_EOP_Layer4_R1
Shdr_Outside_Layer1_R
Pvmt_ETW_Layer2_L
Shdr_EOP_Layer3_R1
Mse_Foundation_L
Mse_Front3_L
GR_20_L
Shdr_Outside_Layer2_R
Pvmt_ETW_Layer3_L
Shdr_EOP_Layer3_L
Mse_Foundation1_L
Mse_Front1_L
GR_9_L
Shdr_EOP_Layer5_R1
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Backfill2_1_L
GR_7_L
Shdr_Outside_Layer3_R1
Shdr_Wedge_Layer2_R
Shdr_EOP_Layer2_L
GR_8_L
Mse_Front_L xMse2_L
GR_5_L
Shdr_Outside_Layer5_R1
Shdr_Outside_Layer2_L
Mse_Backfill1_1_L
GR_6_L
Shdr_Outside_Layer4_R1
Slope_Stake
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
GR_19_L
GR_4_L
Shdr_Outside_Layer1_L
Exterior Boundary
Exterior Boundary
RWR
CL
-7.71% +7.71% +7.72%
-7.70%
1:224.4
.0
1:3
1:50.0 :1 .0
Slop e =
22.2
W
R
W
R
W
R
W
R
Offset= 22.974 LT Elev= 2430.807
Offset= 23.408 RT Elev= 2441.105
1:13.0
Wingwall Length = 15'
Headwall Length = 9'
Design "H" = 11'
Type B Straight Wingwalls
Shdr_Pvd_Ditch_EOP_Layer1_R
Pvmt_CL_Layer2
Mse_Excavation2_L
GR_18_L
GR_3_L
Shdr_Pvd_Ditch_EOP_Layer2_R
Pvmt_CL_Layer3
GR_16_L
GR_1_L
Pvmt_CL_Layer1
Shdr_Wedge_Layer2_L
Mse_Excavation1_L
GR_17_L
GR_2_L
Mse_Veneer_L
GR_14_L
Pvd_Ditch_LayerTop_R
Pvmt_ETW_Layer2_R
Pvmt_CL_LayerTop
Slope_Stake_R
GR_15_L
Shdr_Wedge_Layer1_L xDNC_Parkway_R
Pvmt_ETW_Layer3_R
Shdr_EOP_Layer3_R
Mse_Backfill1__L
GR_13_L
Shdr_EOP_LayerTop_R
Pvmt_ETW_Layer1_R
Mse_Backfill3__L
Mse_Facing_L
GR_11_L
GR_22_L
Shdr_Outside_Layer4_R
Shdr_EOP_Layer2_R
Mse_Reinforcement1_L
GR_12_L
Shdr_Wedge_LayerTop_L
Shdr_Outside_Layer5_R
Mse_Front4_L
GR_10_L
GR_21_L
Shdr_Outside_Layer3_R
Shdr_EOP_Layer1_R
Pvmt_ETW_LayerTop_R
Mse_Front2_L
Mse_Foundation2_L
Hinge_R
Curb_Back_Top_R
Pvmt_ETW_Layer2_L
Mse_Foundation_L
Mse_Front3_L
GR_20_L
Curb_Face_Pvmt_R
Pvmt_ETW_Layer3_L
Pvd_Ditch_Layer2_R
Curb_Face_Top_R
Shdr_EOP_Layer3_L
Mse_Foundation1_L
Mse_Front1_L
GR_9_L
Pvmt_ETW_Layer1_L
Shdr_EOP_LayerTop_L
Mse_Backfill2_1_L
GR_7_L
Pvd_Ditch_Layer1_R
Shdr_EOP_Layer2_L
GR_8_L
Shdr_Outside_Layer5_LMse_Front_L xMse2_L
GR_5_L
Shdr_Outside_Layer2_L
Mse_Backfill1_1_L
GR_6_L
Pvmt_ETW_LayerTop_L
Shdr_EOP_Layer1_L
Shdr_Outside_Layer3_L
Mse_Excavation_L xMse1_L
Mse_Excavation3_L
GR_19_L
GR_4_L
Shdr_Outside_Layer1_L
Exterior Boundary
Exterior Boundary
RWR
CL
-3.25% +3.03% +2.90% -3.41%
1:61:1 1.9
1:75.2
.0
1:5
1:3
Sl op e 2.
9%
Slope = 17
.2%
W
R
W
R
Offset= 16.389 RT Elev= 2419.655
Offset= 23.654 LT Elev= 2412.780
Offset= 102.866 LT Elev= 2355.054
| Full Appendix B.pdf |
| APPENDIX B.pdf |
| subcontractingplan |
| Amendment AA01 NV FTNP LAKE 114(1) Plan Sheets.pdf |
| A01_TTL w-DDR-006.pdf |
| A05_TYP_01-001.pdf |
| A06_TYP_02-002.pdf |
| A07_TYP_03-003.pdf |
| A08_TYP_04-004.pdf |
| A09_TYP_05-005.pdf |
| T20 Change.pdf |
| A01 |
| A02 |
| A03 |
| A04 |
| A05 |
| A06 |
| A07 |
| A08 |
| B1-5 |
| B6-9 |
| B10 |
| B11 |
| B12 |
| B13 |
| B14 |
| B15 |
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| B24 |
| B25 |
| B26 |
| B27 |
| B28 |
| B29 |
| B30 |
| B31 |
| B32 |
| B33 |
| C1 |
| C2 |
| C3A |
| C3B |
| C4 |
| C5 |
| C6 |
| C7 |
| C8A |
| C8B |
| C9 |
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| C11 |
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| E30 |
| E31-36 |
| F01 |
| F02 |
| F03 |
| F04 |
| G01 |
| G02 |
| G03 |
| G04 |
| G05 |
| G06 |
| G07 |
| G08 |
| G09 |
| G10 |
| K01 |
| K02 |
| S01 |
| T01-05 |
| T06 |
| T07-10 |
| T11 |
| T12 |
| T13-20 |
| T21 |
| T22-27 |
| T28 |
| T29-36 |
| T37 |
| T38-42 |
| T43 |
| T44 |
| U01 |
| U02 |
| U03 |
| U04 |
| U05 |
| U06 |
| U07 |
| U08 |
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| U10 |
| U11 |
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| U19 |
| U20 |
| U21 |
| U22 |
| U23 |
| U24 |
| U25 |
| U26 |
| V01-V03 |
| V04 |
| V05 |
| V06 |
| V07-16 |
| W01 |
| W02 |
| W03-09 |
| A1-9.pdf |
| A1 |
| A2 |
| A3 |
| A4 |
| A5 |
| A6 |
| A7 |
| A8 |
| A9 |
| T20 Change.pdf |
| A01 |
| A02 |
| A03 |
| A04 |
| A05 |
| A06 |
| A07 |
| A08 |
| B1-5 |
| B6-9 |
| B10 |
| B11 |
| B12 |
| B13 |
| B14 |
| B15 |
| B16 |
| B17 |
| B18 |
| B19 |
| B20 |
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| B22 |
| B23 |
| B24 |
| B25 |
| B26 |
| B27 |
| B28 |
| B29 |
| B30 |
| B31 |
| B32 |
| B33 |
| C1 |
| C2 |
| C3A |
| C3B |
| C4 |
| C5 |
| C6 |
| C7 |
| C8A |
| C8B |
| C9 |
| C10 |
| C11 |
| C12 |
| C13 |
| C14 |
| C15 |
| D1 |
| D2 |
| D3 |
| D4 |
| D5 |
| D6 |
| D7 |
| D8 |
| D9 |
| D10 |
| D11 |
| E1 |
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| E27 |
| E28 |
| E29 |
| E30 |
| E31-36 |
| F01 |
| F02 |
| F03 |
| F04 |
| G01 |
| G02 |
| G03 |
| G04 |
| G05 |
| G06 |
| G07 |
| G08 |
| G09 |
| G10 |
| K01 |
| K02 |
| S01 |
| T01-05 |
| T06 |
| T07-10 |
| T11 |
| T12 |
| T13-20 |
| T21 |
| T22-27 |
| T28 |
| T29-36 |
| T37 |
| T38-42 |
| T43 |
| T44 |
| U01 |
| U02 |
| U03 |
| U04 |
| U05 |
| U06 |
| U07 |
| U08 |
| U09 |
| U10 |
| U11 |
| U12 |
| U13 |
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| U16 |
| U17 |
| U18 |
| U19 |
| U20 |
| U21 |
| U22 |
| U23 |
| U24 |
| U25 |
| U26 |
| V01-V03 |
| V04 |
| V05 |
| V06 |
| V07-16 |
| W01 |
| W02 |
| W03-09 |
| A1-9.pdf |
| A1 |
| A2 |
| A3 |
| A4 |
| A5 |
| A6 |
| A7 |
| A8 |
| A9 |
| Text1: |
| Text2: |
| 0: 1 |
| 1: 3 |
| Text3: |
| 0: A005 |
| 1: 4/24/2017 |
| 2: |
| 0: |
| 1: CA FLAP SR36(13) |
| Text4: |
| 0: |
| 0: FEDERAL HIGHWAY ADMINISTRATION |
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
12300 WEST DAKOTA AVENUE, SUITE 360
LAKEWOOD, COLORADO 80228
ATTENTION: RYAN PHILLIPS
1:
| 1: |
| 0: |
| Text6: |
| 0: DTFH681B00004 |
| 1: 3/24/2017 |
| 2: |
| 3: |
| Check Box7: |
| 0: Yes |
| 2: Yes |
| 1: |
| 0: |
| 0: Off |
| 1: Off |
| 2: Yes |
| Check Box9: |
| 1: Off |
| 2: Off |
| 0: |
| 0: Off |
| 1: Off |
| Text10: 0* |
| Text11: |
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| Text12: * See Item 14 Below |
| Text13: PLANS |
Remove and replace pages Z16 and Z21 with attached corresponding pages.
*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)
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| 1: Off |
File details come from the government source that posted it. Updated .