A2._PLANS-SEIAD-PHASE-3.pdf
PDF 5 MB Posted
- Attached to
- Seiad Stormproofing, Phase III Federal contract opportunity
- Solicitation number
- AG-9AC7-S-16-0026
About this file
A2. Plans-Seiad-Phase 3
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Seiad_Stormproofing _SF_30 _Amendment_002_sig.pdf | ||
| CA9 _mod_5_Dated_030416.pdf | ||
| Seiad_Stormproofing _SF_30 _Amendment_001.pdf | ||
| A1_CA9 _mod_4_Dated_022616.pdf | ||
| A1._SPECIAL_PROJECT_SPECS.pdf | ||
| A3._PAL_Fire_Plan_030613.pdf | ||
| A4._CA9 _Mod_2 _dated_01292016.pdf | ||
| A5._SF_24_BID_BOND.pdf | ||
| AG-9AC7-S-16-0026_Solicitation.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Ken Bigelow
Ken Kellogg
Jeff Marszel
P atri ci a Granth am
Scale: NOT TO SCALE
TYPICAL SECTION - OUTSLOPING W/ FILLED DITCH
A
Scale: NOT TO SCALE
TYPICAL SECTION - OUTSLOPING W/ NO DITCH
C
Scale: NOT TO SCALE
TYPICAL SECTION - OUTSLOPING & RETAIN DITCH
B
Scale: NOT TO SCALE
TYPICAL SECTION - INSLOPING & RETAIN DITCH
D
LEGEND
LOCALITY MAP
NO SCALE
PROJECT ROAD
COUNTY ROAD
FOREST SERVICE
ROAD NUMBER
ITEM
NO
DESCRIPTION
METHOD OF
MEASURE
-MENT
PAY
UNIT
47N74
ROAD NO. & TOTALS
47N76 47N25Y
20104 CLEARING & GRUBBING, DISPOSAL OF TOPS & LIMBS (F), LOGS (DECK),
STUMPS (F)
CQ LS ALL ALL
ALL ALL15754 SOIL EROSION & POLLUTION CONTROL LSQ LS
15101 MOBILIZATION LSQ LS ALL ALL
ALL
ALL
ALL
20420A DRAINAGE EXCAVATION, TYPE I ROLLING DIP, CLASS M (LOG TRUCK) AQ EA
20401 EXCAVATION, PLACEMENT METHOD (B), COMPACTION (B) DQ CY
20402 EXCAVATION, PLACEMENT METHOD (B), COMPACTION (B) DQ MILE
20420B DRAINAGE EXCAVATION, TYPE I ROLLING DIP, CLASS L (LOWBOY) AQ EA
20420C DRAINAGE EXCAVATION, TYPE IV ROLLING DIP, CLASS M (LOG TRUCK) AQ EA
20420D DRAINAGE EXCAVATION, TYPE IV ROLLING DIP, CLASS L (LOWBOY) AQ EA
30304 ROAD RECONDITIONING, CONSTRUCT DITCH DQ MILE
30111 AGGREGATE, TYPE 1-1/2" MINUS SURFACE COURSE, GRADING (C),
COMPACTION (C)
DQ CY
1.13
0.15
1.81
0.76
0.04
47N72
ALL
ALL
ALL
1.18
1,524 172
BASE PACKAGE OPT #1 OPT #2
20701 GEOTEXTILE W/OUT GRAVEL CUSHION, FUNCTION J, NON-WOVEN
NEEDLE PUNCHED
DQ SY 0 150 300 0
25101A MACHINE PLACED RIPRAP, CLASS III, COMMERCIAL SOURCE DQ CY 0 50 0 0
25101B MACHINE PLACED RIPRAP, CLASS V, COMMERCIAL SOURCE DQ CY 0 0 100 0
9802,333
62529 SEEDING & MULCHING, DRY METHOD CQ ACRE
60708 CLEAN/MAINTAIN CULVERTS IN PLACE AQ EA
60605 FLARED END SECTION, METAL AQ EA
60211B 30"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF
60211A 24"Ø CORRUGATED METAL PIPE, 0.079-IN THICKNESS FOR STEEL, METHOD (A) AQ LF
1.6
2.6
1.0
1.6
60211C 36"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF 0 100 40 0
60211D 48"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF 0 80 40 0
60452 DROP INLET LID/COVER, TYPE A AQ EA
0 0 0 3
ITEM
NO
DESCRIPTION
METHOD OF
MEASURE
-MENT
PAY
UNIT
47N74
ROAD NO. & TOTALS
47N76 47N25Y 47N72
BASE PACKAGE OPT #1 OPT #2
METAL PIPE, PIPE ARCHES OR ARCHES
SECTION 602 OR 605 604 605 621 251
C O
R R
U G
A T
I O
N S
Ø
C M P
Ø
C M P
Ø
C M P
E L
B O
W
B R
A N
C H
O N
N
E N
D
S
E C
T I O
N
I N
L E
T
R
I S
E R
P I P
E
I N
L E
T
P R
E F
A B
R I C
A T
E D
R A
I N
S F
G R
A N
U L
A
F
I L
L E
R
M A
T E
R I A
L
C
Y
I N
C H
I N
C H
I N
C H
I N
C H
A N
C H
S
T A
K E
G E
O T
E X
T I L
E
SIZE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
D E
B R
C
K
T
Y P
E
TYPE
PREFAB DRAIN
CORR. METAL SPILLWAY RIPRAP
REMARKS
VIII V III SY
SITE
MILE POST
ROAD NO.
NOTES:
1. QUANTITIES ON THIS SHEET ARE BASED ON
DESIGN DATA ONLY & ARE SUBJECT TO
ADJUSTMENTS BEFORE & DURING
CONSTRUCTION TO SUIT FIELD CONDITIONS.
ABBREVIATIONS:
Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE
SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH
PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT
SIZE TYPE NO TYPE
CU. YDS.
C L
A S
S
C L
A S
S
C L
A S
S
I N
L E
T
A S
S E
M B
L Y
FLUME OUTLET
PIPE
47N70 0.00 3010 CONSTRUCT TYPE IV ROLLING DIP
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
0.15 3010 CONSTRUCT TYPE IV ROLLING DIP
CONSTRUCT TYPE IV ROLLING DIP
CONSTRUCT TYPE IV ROLLING DIP
47N74
0.2047N74
0.2847N74
40 3010 REPLACE 18"Ø CMP W/ 24"Ø CMP, CONSTRUCT TYPE IV DIP0.3147N74
3010 REPLACE 18"Ø CMP W/ 24"Ø CMP, CONSTRUCT TYPE IV DIP400.3447N74
106 CONSTRUCT TYPE I ROLLING DIP0.3647N74
106 CONSTRUCT TYPE I ROLLING DIP0.3947N74
106 CONSTRUCT TYPE I ROLLING DIP0.4347N74
106 CONSTRUCT TYPE I ROLLING DIP0.4847N74
106 CONSTRUCT TYPE I ROLLING DIP0.5147N74
CONSTRUCT TYPE I ROLLING DIP0.6047N74
CONSTRUCT TYPE I ROLLING DIP0.6447N74
400.53 3010 REPLACE 18"Ø CMP W/ 24"Ø CMP, CONSTRUCT TYPE IV DIP
3010 REPLACE 18"Ø CMP W/ 24"Ø CMP, CONSTRUCT TYPE IV DIP400.55
47N74
47N74
3010 REPLACE 18"Ø CMP W/ 24"Ø CMP, CONSTRUCT TYPE IV DIP600.6747N74
CONSTRUCT TYPE I ROLLING DIP0.7147N74 3010
CONSTRUCT TYPE I ROLLING DIP0.7647N74
CONSTRUCT TYPE I ROLLING DIP0.7847N74
CONSTRUCT TYPE I ROLLING DIP0.9947N74
CONSTRUCT TYPE I ROLLING DIP1.0947N74
3010 CLEAN CMP, CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER0.8147N74
3010 CLEAN CMP, CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER0.9147N74
3010 CONSTRUCT TYPE IV ROLLING DIP0.9547N74
C O
R R
U G
A T
I O
N S
Ø
C M P
Ø
C M P
Ø
C M P
E L
B O
W
B R
A N
N
N
E N
D
S
E C
T I O
N
T
Y P
E
I N
L E
T
R
I S
E R
P I P
E
I N
L E
T
P R
E F
A B
R I C
A T
A
I N
S F
G R
A N
U L
L
L E
R
M A
T E
R I A
L
C
Y
I N
C H
I N
C H
I N
C H
I N
C H
A N
C H
A
K E
G E
O T
E X
T I L
E
SIZE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
D E
B R
C
K
T
Y P
E
TYPE
PREFAB DRAIN
CORR. METAL SPILLWAY RIPRAP
REMARKS
VIII V III SY
SITE
MILE POST
ROAD NO.
NOTES:
1. QUANTITIES ON THIS SHEET ARE BASED ON
DESIGN DATA ONLY & ARE SUBJECT TO
ADJUSTMENTS BEFORE & DURING
CONSTRUCTION TO SUIT FIELD CONDITIONS.
ABBREVIATIONS:
Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE
SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH
PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT
SIZE TYPE NO TYPE
CU. YDS.
C L
A S
S
C L
A S
S
C L
A S
S
I N
L E
T
A S
S E
M B
L Y
FLUME OUTLET
PIPE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
0.02 106 CONSTRUCT TYPE I ROLLING DIP47N76
0.09 106 CONSTRUCT TYPE I ROLLING DIP47N76
0.12 106 CONSTRUCT TYPE I ROLLING DIP47N76
0.17 106 CONSTRUCT TYPE I ROLLING DIP47N76
0.20 106 CONSTRUCT TYPE I ROLLING DIP47N76
0.42 106 CONSTRUCT TYPE I ROLLING DIP47N76
0.45 106 CONSTRUCT TYPE I ROLLING DIP47N76
3010 CONSTRUCT TYPE IV ROLLING DIP
3010 CONSTRUCT TYPE IV ROLLING DIP
0.2547N76
0.3347N76
3010 CLEAN CMP,CONSTRUCT TYPE IV DIP, REDUCE FILL
3010 CLEAN CMP,CONSTRUCT TYPE IV DIP, REDUCE FILL
0.3647N76
0.3947N76
6020 CLEAN CMP,CONSTRUCT TYPE IV DIP, REDUCE FILL0.5047N76
6020 CONSTRUCT TYPE IV ROLLING DIP0.5347N76
3010 CONSTRUCT TYPE IV ROLLING DIP0.7047N76
CONSTRUCT TYPE IV ROLLING DIP0.8547N76
CONSTRUCT TYPE IV ROLLING DIP0.8847N76
CONSTRUCT TYPE I ROLLING DIP60200.5947N76
0.6647N76 3010 CLEAN CMP, INSTALL END SECT., CONSTRUCT DIP, REDUCE FILL2
0.7147N76 3010 REPLACE 18"Ø CMP W/ 24"Ø CMP, IMPROVE DISSIPATER60
3010 CLEAN CMP, CONSTRUCT TYPE IV ROLLING DIP0.7547N76
0.7847N76 3010 CLEAN CMP, CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER
CONSTRUCT TYPE I ROLLING DIP0.8147N76
0.9547N76 40 12040 REMOVE CMP & DOWNSPOUT, INSTALL 30"Ø, CONSTRUCT DIP
1.0047N76 80 3 15050 INSTALL 48"Ø, CONSTRUCT TYPE IV DIP, INSTALL END SECTION
3010 CLEAN CMP,CONSTRUCT TYPE IV ROLLING DIP1.0247N76
47N76
47N76
1.06
1.07
15050 CONSTRUCT RIPRAP WALL FOR ROAD STABILIZATION
100 15050 CLEAN 24"Ø CMP,CONST. DIP, INSTALL 36"Ø CMP, REDUCE FILL
C O
R R
U G
A T
I O
N S
Ø
C M P
Ø
C M P
Ø
C M P
E L
B O
W
B R
A N
N
N
E N
D
S
E C
T I O
N
I N
L E
T
R
I S
E R
P I P
E
I N
L E
T
P R
E F
A B
R I C
A T
A
I N
S F
G R
A N
U L
L
L E
R
M A
T E
R I A
L
C
Y
I N
C H
I N
C H
I N
C H
I N
C H
A N
C H
A
K E
G E
O T
E X
T I L
E
SIZE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
D E
B R
C
K
T
Y P
E
TYPE
PREFAB DRAIN
CORR. METAL SPILLWAY RIPRAP
REMARKS
VIII V III SY
SITE
MILE POST
NOTES:
1. QUANTITIES ON THIS SHEET ARE BASED ON
DESIGN DATA ONLY & ARE SUBJECT TO
ADJUSTMENTS BEFORE & DURING
CONSTRUCTION TO SUIT FIELD CONDITIONS.
ABBREVIATIONS:
Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE
SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH
PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT
SIZE TYPE NO TYPE
CU. YDS.
C L
A S
S
C L
A S
S
C L
A S
S
I N
L E
T
A S
S E
M B
L Y
FLUME OUTLET
PIPE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
47N76
47N76
47N76
47N76
CLEAN CMP,CONSTRUCT TYPE IV ROLLING DIP1.12
CONSTRUCT TYPE I ROLLING DIP1.15
CONSTRUCT TYPE I ROLLING DIP1.17
CONSTRUCT TYPE IV ROLLING DIP1.22
47N76 CONSTRUCT TYPE I ROLLING DIP60201.24
47N76 CONSTRUCT TYPE I ROLLING DIP3010
47N76 CONSTRUCT TYPE I ROLLING DIP
1.40
47N76
1.44
47N76
CONSTRUCT TYPE I ROLLING DIP1.64
47N76 3010 CONSTRUCT TYPE IV ROLLING DIP, REMOVE SLUMP1.30
47N76
47N76
47N76
47N76
CONSTRUCT TYPE IV ROLLING DIP1.42
9030 CONSTRUCT TYPE IV ROLLING DIP1.61
1.47 CLEAN CMP,CONSTRUCT TYPE IV DIP, REDUCE FILL6020
CONSTRUCT TYPE IV ROLLING DIP1.71
CONSTRUCT TYPE IV ROLLING DIP1.7747N76
CONSTRUCT TYPE I ROLLING DIP1.75
47N76 1.10 CLEAN CMP,CONSTRUCT TYPE IV ROLLING DIP9030
C O
R R
U G
A T
I O
N S
Ø
C M P
Ø
C M P
Ø
C M P
E L
B O
W
B R
A N
N
N
E N
D
S
E C
T I O
N
I N
L E
T
R
I S
E R
P I P
E
I N
L E
T
P R
E F
A B
R I C
A T
A
I N
S F
G R
A N
U L
L
L E
R
M A
T E
R I A
L
C
Y
I N
C H
I N
C H
I N
C H
I N
C H
A N
C H
A
K E
G E
O T
E X
T I L
E
SIZE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
D E
B R
C
K
T
Y P
E
TYPE
PREFAB DRAIN
CORR. METAL SPILLWAY RIPRAP
REMARKS
VIII V III SY
SITE
MILE POST
ROAD NO.
NOTES:
1. QUANTITIES ON THIS SHEET ARE BASED ON
DESIGN DATA ONLY & ARE SUBJECT TO
ADJUSTMENTS BEFORE & DURING
CONSTRUCTION TO SUIT FIELD CONDITIONS.
ABBREVIATIONS:
Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE
SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH
PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT
SIZE TYPE NO TYPE
CU. YDS.
C L
A S
S
C L
A S
S
C L
A S
S
I N
L E
T
A S
S E
M B
L Y
FLUME OUTLET
PIPE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
0.0547N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
47N25Y
CLEAN CMP,CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER6020
0.12 CLEAN CMP,CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER6020
CONSTRUCT TYPE I ROLLING DIP30100.09
0.15 CLEAN CMP,CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER6020
0.17 CLEAN CMP,CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER6020
0.21 CLEAN CMP,CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER6020
0.27 CLEAN CMP,CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER6020
0.23 REPLACE CMP W/ 48"Ø,CONSTRUCT TYPE IV ROLLING DIP1204040
0.33 REPLACE CMP W/ 36"Ø,CONSTRUCT TYPE IV DIP, RIPRAP WALL19040
CONSTRUCT TYPE I ROLLING DIP30100.39
CONSTRUCT TYPE I ROLLING DIP30100.43
CONSTRUCT TYPE I ROLLING DIP30100.67
CLEAN CMP,CONSTRUCT TYPE IV DIP, INSTALL DISSIPATER60200.47
CONSTRUCT TYPE IV ROLLING DIP3010
CONSTRUCT TYPE IV ROLLING DIP3010
CONSTRUCT TYPE IV ROLLING DIP3010
CONSTRUCT TYPE IV ROLLING DIP, RIPRAP WALL18010
0.48
0.51
0.57
0.72
50 20
C O
R R
U G
A T
I O
N S
Ø
C M P
Ø
C M P
Ø
C M P
E L
B O
W
B R
A N
N
N
E N
D
S
E C
T I O
N
I N
L E
T
R
I S
E R
P I P
E
I N
L E
T
P R
E F
A B
R I C
A T
A
I N
S F
G R
A N
U L
L
L E
R
M A
T E
R I A
L
C
Y
I N
C H
I N
C H
I N
C H
I N
C H
A N
C H
A
K E
G E
O T
E X
T I L
E
SIZE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
D E
B R
C
K
T
Y P
E
TYPE
PREFAB DRAIN
CORR. METAL SPILLWAY RIPRAP
REMARKS
VIII V III SY
SITE
MILE POST
ROAD NO.
NOTES:
1. QUANTITIES ON THIS SHEET ARE BASED ON
DESIGN DATA ONLY & ARE SUBJECT TO
ADJUSTMENTS BEFORE & DURING
CONSTRUCTION TO SUIT FIELD CONDITIONS.
ABBREVIATIONS:
Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE
SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH
PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT
SIZE TYPE NO TYPE
CU. YDS.
C L
A S
S
C L
A S
S
C L
A S
S
I N
L E
T
A S
S E
M B
L Y
FLUME OUTLET
PIPE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
3.1747N72 CONSTRUCT TYPE IV ROLLING DIP6020
3.2647N72 CONSTRUCT TYPE IV ROLLING DIP6020
3.4747N72 CONSTRUCT TYPE IV ROLLING DIP6020
3.5047N72 CONSTRUCT TYPE IV ROLLING DIP6020
3.5947N72 CONSTRUCT TYPE IV ROLLING DIP6020
3.6647N72 CONSTRUCT TYPE IV ROLLING DIP6020
3.7047N72 CONSTRUCT TYPE IV ROLLING DIP6020
CONSTRUCT TYPE I ROLLING DIP602047N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
47N72
3.24
CONSTRUCT TYPE I ROLLING DIP60203.29
CONSTRUCT TYPE I ROLLING DIP60203.34
CONSTRUCT TYPE I ROLLING DIP60203.37
CONSTRUCT TYPE I ROLLING DIP60203.40
CONSTRUCT TYPE I ROLLING DIP60203.43
CONSTRUCT TYPE I ROLLING DIP60203.74
CLEAN CMP, CONSTRUCT TYPE IV ROLLING DIP60203.55
CLEAN CMP, CONSTRUCT TYPE IV ROLLING DIP60203.77
CLEAN CMP, INSTALL END SECT, CONSTRUCT TYPE IV DIP60203.81
CLEAN CMP3.65
CONSTRUCT TYPE I ROLLING DIP60203.82
CONSTRUCT TYPE I ROLLING DIP3.88
CONSTRUCT TYPE I ROLLING DIP3.92
CONSTRUCT TYPE IV ROLLING DIP90303.86
CONSTRUCT TYPE IV ROLLING DIP90304.01
CONSTRUCT TYPE IV ROLLING DIP90304.05
CLEAN CMP, CONSTRUCT TYPE IV ROLLING DIP
CLEAN CMP, CONSTRUCT TYPE IV ROLLING DIP, REPLACE DI LID
REPLACE 24"Ø CMP, REPLACE DI LID
4.10
4.12
4.14
A
A60
C O
R R
U G
A T
I O
N S
Ø
C M P
Ø
C M P
Ø
C M P
E L
B O
W
B R
A N
N
N
E N
D
S
E C
T I O
N
I N
L E
T
R
I S
E R
P I P
E
I N
L E
T
P R
E F
A B
R I C
A T
A
I N
S F
G R
A N
U L
L
L E
R
M A
T E
R I A
L
C
Y
I N
C H
I N
C H
I N
C H
I N
C H
A N
C H
A
K E
G E
O T
E X
T I L
E
SIZE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
D E
B R
C
K
T
Y P
E
TYPE
PREFAB DRAIN
CORR. METAL SPILLWAY RIPRAP
REMARKS
VIII V III SY
SITE
MILE POST
ROAD NO.
NOTES:
1. QUANTITIES ON THIS SHEET ARE BASED ON
DESIGN DATA ONLY & ARE SUBJECT TO
ADJUSTMENTS BEFORE & DURING
CONSTRUCTION TO SUIT FIELD CONDITIONS.
ABBREVIATIONS:
Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE
SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH
PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT
SIZE TYPE NO TYPE
CU. YDS.
C L
A S
S
C L
A S
S
C L
A S
S
I N
L E
T
A S
S E
M B
L Y
FLUME OUTLET
PIPE
Ø
C M P
Ø
C M P
Ø
C M P
Ø
C M P
47N72 REPLACE CMP, NEW DI LID, RE-USE DOWNSPOUT, CONST. DIP4.15 A 9030
CONSTRUCT TYPE I ROLLING DIP903047N72 4.17
CONSTRUCT TYPE IV ROLLING DIP9030
CONSTRUCT TYPE IV ROLLING DIP9030
47N72 4.24
47N72 4.29
CONSTRUCT TYPE I ROLLING DIP90304.32
CONSTRUCT TYPE I ROLLING DIP90304.34
47N72
47N72
NOTES:
1. TRAVELED WAY SHALL BE 16 FEET, PLUS CURVE WIDENING & TURNOUTS.
2. LENGTH OF THE TURNOUTS SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
3. THE EXISTING DITCH SHALL BE FILLED UNLESS NOTED OTHERWISE ON THE DRAWING.
4. PRIOR TO PROJECT IMPLEMENTATION ALL AREAS DESIGNATED OUTSIDE OF THE ROAD PRISM (BORROW, WASTE & STOCKPILE AREAS) WILL
REQUIRE PRIOR APPROVAL FROM THE HERITAGE PROGRAM MANAGER.
5. ALL VEGETATION GREATER THAN 4" DBH SHALL BE LEFT TO MAINTAIN SITE STABILITY EXCEPT WHERE SIGHT DESIGN REQUIRES REMOVAL OR
WHERE DRAINAGE WOULD BE IMPEDED.
6. ALL DISTURBED AREAS OUTSIDE OF THE TRAVELED WAY SHALL BE SEEDED & MULCHED IN ACCORDANCE W/ SPECIFICATION 625.
7. OUTSIDE EDGE OF ROAD SHALL BE EXCAVATED TO CREATE OUTSLOPE. EXCAVATED MATERIAL SHALL BE USED ON INSIDE OF ROAD TO FILL DITCH &
CONSTRUCT SHOULDER.
8. CULVERTS IDENTIFIED FOR REMOVAL SHALL BE DISPOSED OF OFF FEDERAL LANDS. THOSE NOT IDENTIFIED FOR REMOVAL SHALL REMAIN.
9. ROADWAY MAY BE SHIFTED TO PROVIDE SIGHT DISTANCE & CURVE WIDENING AS DIRECTED BY THE ENGINEER.
10. A LIMITED OPERATING SEASON WILL BE REQUIRED TO PROTECT THREATENED AQUATIC SPECIES. UNLESS OTHERWISE AGREED, NO WORK SHALL
BE PERFORMED ON THIS PROJECT BETWEEN OCTOBER 15TH AND APRIL 15TH.
11. IN ACCORDANCE W/ SECTION 15714 AN EROSION CONTROL PLAN SHALL BE SUBMITTED PRIOR TO COMMENCEMENT OF WORK.
Scale: NOT TO SCALE
TYPICAL SECTION - OUTSLOPING W/ FILLED DITCH
A
Scale: NOT TO SCALE
TYPICAL SECTION - OUTSLOPING W/ NO DITCH
C
Scale: NOT TO SCALE
TYPICAL SECTION - OUTSLOPING & RETAIN DITCH
B
Scale: NOT TO SCALE
TYPICAL SECTION - INSLOPING & RETAIN DITCH
D
4'
CLEARING LIMITS
TRAVELED WAY
OUTSLOPE EDGE
WIDTH VARIABLE
AREA TO BE
SEEDED
4'
CLEARING LIMITS
TRAVELED WAY
OUTSLOPE
EDGE
WIDTH
VARIABLE
AREA TO BE
SEEDED
4'
CLEARING LIMITS
TRAVELED WAY
OUTSLOPE EDGE
WIDTH VARIABLE
AREA TO BE
SEEDED
CLEARING LIMITS
4'
TRAVELED WAY
10 14.0
50 60 75 100 150 300
17.0
22.7
26.6
29.4
31.3
32.6
33.5
34.6
14.0 14.7 15.2 15.6 15.7
17.3 17.5 17.6 17.4 16.4
21.9
24.9
26.8
28.1
28.9
29.4
30.0
21.2 20.3 19.0 16.8
23.4 21.6 19.5 16.8
16.8
16.8
16.8
16.8
16.8
19.7
19.7
19.8
19.8
19.8
22.3
22.6
22.7
22.8
22.9
24.6
24.6
25.7
26.0
26.2
R I
R = CURVE RADIUS TO ROADWAY ℄ (FEET)
I = CENTRAL ANGLE (DEGREES)
***NOTE: CRUSHED
AGGREGATE SURFACING, IF
APPLICABLE, COMPACTED
DEPTH TO VARY (FROM 4" MIN
TO 6" MAX) BASED ON THE
AMOUNT OF AGGREGATE
AWARDED IN THE CONTRACT &
AS MARKED ON THE GROUND
BY THE ENGINEER. ALL
BLADING OF THE ROAD
SURFACE SHALL BE
INCIDENTAL TO ROCKING.***
2"
1"
#4
#200
80-100 (±6)
64-94 (±6)
40-69 (±6)
31-54 (±6)
4.0-7.0 (±3)
H20 TRK
EXISTING CULVERT (IF APPLICABLE) CLEAN INLET & OUTLET AS NECESSARY
CLEAR AND BRUSH ROADWAY
IN ACCORDANCE W/ SPECIFICATION
201.04
EXISTING CATCH BASIN. CLEAR ANY LOOSE DEBRIS, SEDIMENT
BUILDUP OR ANY POTENTIAL CULVERT OBSTRUCTIONS FROM
W/IN 14' RADIUS OF INLET. DE-WATERING IS REQUIRED
UNLESS OTHERWISE APPROVED BY THE ENGINEER
14'-0"
NOTE:
1. ALL SLASH SHALL BE DISPOSED OF ACCORDING TO SECTION
201.04
2. CULVERT SHALL BE CLEANED IN PLACE SO THAT FLOW IS NOT
OBSTRUCTED FROM ENTERING, FLOWING THROUGH OR
EXITING THE CULVERT.
3. SEDIMENT REMOVED SHALL BE DISPOSED OF AT THE
DISPOSAL SITE DESIGNATED ON THE GROUND BY THE
ENGINEER.
4. COST OF REMOVAL & DISPOSAL OF MATERIAL SHALL BE
INCIDENTAL TO WATER SOURCE PROTECTION
ROAD WIDTH
VARIES
VARIES
CLEAR ANY LOOSE DEBRIS, SEDIMENT
BUILDUP OR ANY POTENTIAL CULVERT OBSTRUCTIONS FROM
W/IN 10' RADIUS OF OUTLET UNLESS OTHERWISE APPROVED BY THE ENGINEER
10'-0"
1+00 END RIPRAP CLASS III
END GEOTEXTILE
0+00
BEGIN CRUSHED
AGGREGATE
6" DEPTH
0+50
BEGIN RIPRAP CLASS III
BEGIN GEOTEXTILE
1+50 END CRUSHED
AGGREGATE
C
L
CLEARING LIMIT
SLOPE 1.25 : 1
6" CRUSHED
AGGREGATE
GEOTEXTILE
CONSTRUCT 5'
BENCH
15'
3 - 5%
OUTSLOPE
CLASS III RIPRAP
(MIN. 2' THICK)
VARIES
VARIES
AREA TO BE FILLED W/ SELECT BORROW
AND COMPACTED ACCORDING TO
COMPACTION METHOD A
VARIES
VARIES
V
A
R
I
E
S
V
A
R
I
E
S
SEIAD PHASE III STORMPROOFING
RIPRAP WALL DETAIL
47N74 BASE PACKAGE
N
FS 47N70
N
N
PROJECT LIMIT, REF JCT FS 47N70,
BEGIN CLEARING & BRUSHING,
BEGIN ROAD RECONDITIONING W/
14' ROAD WIDTH W/ CURVE
WIDENING. BEGIN PLACING 6"
COMPACTED DEPTH OF 1-1/2"
MINUS AGGREGATE SURFACING.
BLADING & COMPACTING OF THE
ROAD SURFACE SHALL BE
INCIDENTAL TO ROCKING.
MAINTAIN OR IMPROVE ALL
EXISTING ROLLING DIPS.
CONSTRUCT TYPE IV, CLASS L DIP
RT. JUST DOWN FROM JCT TO
CATCH DIVERT FLOW INTO
DRAINAGE. MAINTAIN DITCH LT
FROM DIP TO MP 0.15
MP 0.00
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT END DITCH LT.
BEGIN OUTSLOPING ROAD 3% -
5%, CROWN OTHERWISE.
MP 0.15
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT
MP 0.20
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.23
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT
MP 0.28
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.30
REF 18"Ø CMP, REMOVE &
INSTALL NEW 24"Ø X 40' CMP,
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT TO DIVERT
OVERFLOW FROM CULVERT
MP 0.31
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.32
REF 18"Ø CMP, REMOVE &
INSTALL NEW 24"Ø X 40' CMP,
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT TO DIVERT
OVERFLOW FROM CULVERT
MP 0.34
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.36
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.37
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.39
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.43
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.48
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.49
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.51
REF 18"Ø CMP, REMOVE &
INSTALL NEW 24"Ø X 40' CMP,
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT TO DIVERT
OVERFLOW FROM CULVERT
MP 0.53
REF 18"Ø CMP, REMOVE &
INSTALL NEW 24"Ø X 40' CMP,
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT TO DIVERT
OVERFLOW FROM CULVERT
MP 0.55
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.60
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.61
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.64
REF 18"Ø CMP, REMOVE &
INSTALL NEW 24"Ø X 60' CMP,
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT TO DIVERT
OVERFLOW FROM CULVERT
MP 0.67
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.68
47N74 BASE PACKAGE
N
N
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.71
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.73
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.76
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.78
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.79
REF 18"Ø CMP, CLEAN &
MAINTAIN. CONSTRUCT TYPE
IV, CLASS L ROLLING DIP LT TO
DIVERT OVERFLOW FROM
CULVERT. INSTALL ENERGY
DISSIPATER AT CMP OUTLET
MP 0.81
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.85
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.89
REF 18"Ø CMP, CLEAN &
MAINTAIN. CONSTRUCT TYPE
IV, CLASS L ROLLING DIP LT TO
DIVERT OVERFLOW FROM
CULVERT. INSTALL ENERGY
DISSIPATER AT CMP OUTLET
MP 0.91
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.92
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT
MP 0.95
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.97
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.99
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.02
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.07
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 1.09
PROJECT LIMIT, REF JCT FS
40N76 LT. ROCK INTERSECTION,
END AGGREGATE SURFACING
ON 47N74. END CLEARING &
BRUSHING, END OUTSLOPING,
END RECONSTRUCTION
MP 1.13
N
FS 47N74
PROJECT LIMIT, REF JCT FS
47N74, BEGIN CLEARING &
BRUSHING, BEGIN ROAD
RECONDITIONING, BEGIN
OUTSLOPING ROAD 3% - 5%,
CROWN OTHERWISE W/ 14' ROAD
WIDTH W/ CURVE WIDENING.
BEGIN PLACING 6" COMPACTED
DEPTH OF 1-1/2" MINUS
AGGREGATE SURFACING.
BLADING & COMPACTING OF THE
ROAD SURFACE SHALL BE
INCIDENTAL TO ROCKING.
MAINTAIN OR IMPROVE ALL
EXISTING ROLLING DIPS.
MP 0.00
SEIAD PHASE III STORMPROOFING
47N76 BASE PACKAGE
N
N
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.02
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.06
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.08
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.09
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.12
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.14
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.17
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.20
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.22
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 0.25
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 0.33
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.34
REF 18"Ø CMP W/ FLARED END
SECTION, CLEAN & MAINTAIN,
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT . REDUCE FILL
OVER DRAINAGE CROSSING BY
267 CY. EXTENTS OF FILL
REDUCTION TO BE APPROVED
BY THE ENGINEER PRIOR TO
EXCAVATION
MP 0.36
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.38
REF 18"Ø CMP W/ FLARED END
SECTION, CLEAN & MAINTAIN,
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT . REDUCE FILL
OVER DRAINAGE CROSSING
BY 223 CY. EXTENTS OF FILL
REDUCTION TO BE APPROVED
BY THE ENGINEER PRIOR TO
EXCAVATION
MP 0.39
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.43
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.42
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.45
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.46
REF 18"Ø CMP CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS L ROLLING DIP LT .
REDUCE FILL OVER DRAINAGE
CROSSING BY 267 CY.
EXTENTS OF FILL REDUCTION
TO BE APPROVED BY THE
ENGINEER PRIOR TO
EXCAVATION
MP 0.50
N
SEIAD PHASE III STORMPROOFING
47N76 BASE PACKAGE
N
N
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 0.53
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.57
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.59
REF 36"Ø CMP INSTALL METAL
FLARED END SECTION, CLEAN
& MAINTAIN CMP, CONSTRUCT
TYPE IV, CLASS L ROLLING DIP
LT . REDUCE FILL OVER
DRAINAGE CROSSING BY 223
CY. EXTENTS OF FILL
REDUCTION TO BE APPROVED
BY THE ENGINEER PRIOR TO
EXCAVATION
MP 0.66
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.68
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 0.70
REF 18"Ø CMP, REPLACE W/
24" X 60' CMP, IMPROVE
DISSIPATER
MP 0.71
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.73
REF 18"Ø CMP W/ METAL
FLARED END SECTION, CLEAN
& MAINTAIN CMP, CONSTRUCT
TYPE IV, CLASS L ROLLING DIP
LT .
MP 0.75
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.77
REF 18"Ø CMP, CLEAN &
MAINTAIN CMP, CONSTRUCT
TYPE IV, CLASS L ROLLING DIP
LT . INSTALL ENERGY
DISSIPATER AT CMP OUTLET
MP 0.78
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.79
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 0.81
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 0.85
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 0.88
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.89
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 0.92
REF DAMAGED CMP W/
DOWNSPOUT, REPLACE W/
30"Ø X 40' CMP REMOVE 30'
DOWN SPOUT, CONSTRUCT
TYPE IV, CLASS L ROLLING DIP
LT . INSTALL ENERGY
DISSIPATER @ OUTLET OF
DOWNSPOUT
MP 0.95
REF 24"Ø CMP W/ FLARED END
SECTION, REPLACE W/ 48"Ø X
80' CMP W/ METAL FLARED
END SECTION. CONSTRUCT
TYPE IV, CLASS L ROLLING DIP
LT .
MP 1.00
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.01
REF 48"Ø CMP W/ FLARED END
SECTION, CLEAN & MAINTAIN.
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 1.02
CONSTRUCT/MAINTAIN TURN
MP 1.04
N
SEIAD PHASE III STORMPROOFING
47N76 BASE PACKAGE
N
N
REF 24"Ø CMP W/ FLARED END
SECTION, CLEAN & MAINTAIN
EXISTING CMP. INSTALL W/
36"Ø X 100' OVERFLOW CMP.
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT . REDUCE FILL
OVER DRAINAGE CROSSING
BY 223 CY. EXTENTS OF FILL
REDUCTION TO BE APPROVED
BY THE ENGINEER PRIOR TO
EXCAVATION
MP 1.07
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.08
REF 18"Ø CMP, CLEAN &
MAINTAIN CMP, CONSTRUCT
TYPE IV, CLASS L ROLLING DIP
LT .
MP 1.10
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.11
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 1.12
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 1.15
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 1.17
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.18
STABILIZE ROAD RIPRAP WALL
USING 50 CY CLASS III RIPRAP
& 150 SY GEOTEXTILE &
SELECT BORROW AS
REQUIRED TO MEET ROAD
WIDTH REQUIREMENTS
MP 1.06
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.20
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 1.22
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 1.24
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.25
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT . REMOVE 20
CY OF SLUMP MATERIAL ON
CUT BANK
MP 1.30
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.32
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 1.40
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 1.42
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 1.44
REF 24"Ø CMP W/ FLARED END
SECTION, CLEAN & MAINTAIN
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT . REDUCE FILL
OVER DRAINAGE CROSSING
BY 267 CY. EXTENTS OF FILL
REDUCTION TO BE APPROVED
BY THE ENGINEER PRIOR TO
EXCAVATION
MP 1.47
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.52
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.59
CONSTRUCT/MAINTAIN TURN
OUT LT
MP 1.63
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 1.61
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 1.64
CONSTRUCT/MAINTAIN TURN
MP 1.66
PROJECT LIMIT, END TURN
AROUND. END AGGREGATE
SURFACING. END CLEARING &
BRUSHING, END OUTSLOPING,
END RECONSTRUCTION
MP 1.81
N
SEIAD PHASE III STORMPROOFING
47N76 BASE PACKAGE
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 1.71
CONSTRUCT TYPE I, CLASS L
ROLLING DIP LT .
MP 1.75
CONSTRUCT TYPE IV, CLASS L
ROLLING DIP LT .
MP 1.77
REF BEGIN TURN AROUND.
CLEAR & GRADE TURN AROUND TO
DRAIN ROCK TURN AROUND
MP 1.79
47N25Y OPTION #1
N
Y
FS 47N70
PROJECT LIMIT, REF JCT FS
47N70, BEGIN CLEARING &
BRUSHING, BEGIN ROAD
RECONDITIONING, BEGIN
OUTSLOPING ROAD 3% - 5%,
CROWN OTHERWISE W/ 14' ROAD
WIDTH W/ CURVE WIDENING.
MAINTAIN OR IMPROVE ALL
EXISTING ROLLING DIPS.
MP 0.00
N
Y
N
Y
REF GATE, GATE TO BE CLOSED
UNLESS WORK IS BEING DONE
ON THE ROAD
MP 0.03
REF 18"Ø CMP CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
INSTALL ENERGY DISSIPATER
@ CMP OUTLET
MP 0.05
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 0.09
REF 18"Ø CMP CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
INSTALL ENERGY DISSIPATER
@ CMP OUTLET
MP 0.12
REF 18"Ø CMP CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
INSTALL ENERGY DISSIPATER
@ CMP OUTLET
MP 0.15
REF 18"Ø CMP CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
INSTALL ENERGY DISSIPATER
@ CMP OUTLET
MP 0.17
REF 18"Ø CMP CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
INSTALL ENERGY DISSIPATER
@ CMP OUTLET
MP 0.21
INSTALL 48"Ø CMP X 40' CMP
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT .
MP 0.23
REF 18"Ø CMP CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
INSTALL ENERGY DISSIPATER
@ CMP OUTLET
MP 0.27
REF 24"Ø CMP REPLACE W/
36"Ø X 40' CMP, CONSTRUCT
TYPE IV, CLASS M ROLLING DIP
LT . STABILIZE SLOPE W/ 50
CY CLASS V RIPRAP & 150 SY
GEOTEXTILE
MP 0.33
BEGIN MAINTAIN DITCH RT TO
DRAIN @ MP 0.33 CATCH BASIN
MP 0.31
END MAINTAIN DITCH RT.
DITCH TO DRAIN @ MP 0.33
CATCH BASIN
MP 0.35
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 0.39
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 0.43
REF 18"Ø CMP CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
INSTALL ENERGY DISSIPATER
@ CMP OUTLET
MP 0.47
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT . BEGIN
PLACING 6" COMPACTED
DEPTH OF 1-1/2" MINUS
AGGREGATE SURFACING.
BLADING & COMPACTING OF
THE ROAD SURFACE SHALL BE
INCIDENTAL TO ROCKING.
MP 0.48
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT .
MP 0.51
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT . END
ROCKING W/ AGGREGATE
SURFACING
MP 0.57
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 0.67
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT . STABILIZE
SLOPE W/ 50 CY CLASS V
RIPRAP & 150 SY GEOTEXTILE
MP 0.72
PROJECT LIMIT, REF JCT RT
FS 47N25YA END CLEARING &
BRUSHING, END
OUTSLOPING, END
RECONSTRUCTION
MP 0.76
FS 47N25YA
47N72 OPTION #2
N
FS 47N70
PROJECT LIMIT, REF JCT FS
47N70, BEGIN CLEARING &
BRUSHING.
MP 0.00
REF JCT FS 47N89Y LT.MP 1.98
REF JCT FS 47N89 RT.MP 2.06
47N89Y
47N89
REF JCT FS 47N72A RT.
BEGIN ROAD RECONDITIONING,
BEGIN OUTSLOPING ROAD 3% -
5%, CROWN OTHERWISE W/ 14'
ROAD WIDTH W/ CURVE
WIDENING. BEGIN PLACING 6"
COMPACTED DEPTH OF 1-1/2"
MINUS AGGREGATE SURFACING.
BLADING & COMPACTING OF THE
ROAD SURFACE SHALL BE
INCIDENTAL TO ROCKING.
MAINTAIN OR IMPROVE ALL
EXISTING ROLLING DIPS.
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT @ JCT TO CATCH
RUNOFF FROM A SPUR
MP 3.17
47N72A
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP3.24
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT
MP 3.26
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 3.29
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 3.34
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 3.37
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 3.40
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 3.43
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT .
MP 3.47
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT .
MP 3.50
REF 36"Ø CMP W/ FLARED
END SECTION, CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
MP 3.55
CONSTRUCT TYPE IV, CLASS
M ROLLING DIP LT .
MP 3.59
CONSTRUCT TYPE IV, CLASS
M ROLLING DIP LT .
MP 3.66
REF 48"Ø CMP W/ FLARED
END SECTION, CLEAN &
MAINTAIN
MP 3.65
CONSTRUCT TYPE IV, CLASS
M ROLLING DIP LT .
MP 3.70
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 3.74
REF 36"Ø CMP W/ FLARED
END SECTION, CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
MP 3.77
REF 36"Ø CMP INSTALL
FLARED END SECTION,
CLEAN & MAINTAIN CMP,
CONSTRUCT TYPE IV, CLASS
M ROLLING DIP LT .
MP 3.81
N
N
47N72 OPTION #2
N
N
N
REF SPIRAL 18"Ø CMP ON FILL
SLOPE. REMOVE & DISPOSE OF
CMP OFF FOREST SERVICE
PROPERTY. THIS WORK SHALL BE
INCIDENTAL TO THE COST OF THE
OPTION #2
MP 3.83
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 4.17
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 3.82
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT
MP 3.86
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 3.88
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 3.92
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT
MP 4.01
ROAD BLOCKED BY SMALL
LANDSLIDE, CLEARING SLIDE
SHALL BE INCIDENTAL TO ROAD
OUTSLOPING
MP 4.03
CONSTRUCT TYPE IV, CLASS M
ROLLING DIP LT
MP 4.05
REF 48"Ø CMP W/ FLARED
END SECTION, CLEAN &
MAINTAIN, CONSTRUCT TYPE
IV, CLASS M ROLLING DIP LT .
MP 4.10
REF 18"Ø CMP W/ DROP
INLET, CLEAN & MAINTAIN
CMP, REPLACE DI LID,
CONSTRUCT TYPE IV, CLASS
M ROLLING DIP LT .
MP 4.12
REF DAMAGED 24"Ø CMP W/
DROP INLET, REPLACE CMP
W/ 24"Ø X 60' CMP, REPLACE
DI LID, CLEAN OUT &
MAINTAIN SPRING @ INLET
OF CMP
MP 4.14
REF DAMAGED 24"Ø CMP W/
DROP INLET, REPLACE CMP
W/ 24"Ø X 60' CMP & 30'
DOWNSPOUT, REPLACE DI
LID, CLEAN OUT & MAINTAIN
CATCH BASIN, RE-USE
DOWNSPOUT, CONSTRUCT
TYPE IV CLASS M ROLLING
DIP LT
MP 4.15
CONSTRUCT TYPE IV, CLASS
M ROLLING DIP LT
MP 4.24
CONSTRUCT TYPE IV, CLASS
M ROLLING DIP LT
MP 4.29
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 4.32
CONSTRUCT TYPE I, CLASS M
ROLLING DIP LT .
MP 4.34
PROJECT LIMIT, IMPROVE
TURN AROUND. END
AGGREGATE SURFACING.
END CLEARING & BRUSHING,
END OUTSLOPING, END
RECONSTRUCTION
MP 4.35
File details come from the government source that posted it. Updated .