ATT 1. DRAWINGS-PLANS 23R0005.pdf
PDF 2 MB Posted
- Solicitation number
- 127EAW23R0005
- Issued by
-
Department of Agriculture Forest Service
About this file
This request for proposal solicits bids for a road reconstruction and culvert replacement project on Antelope Lake Road between miles 0.0 to 2.0 on the Plumas National Forest. The USDA Forest Service will accept proposals until March 3, 2023. The total project cost is estimated between $1 million to $5 million. The solicitation includes site visit information and instructions for submitting both price and technical proposals. This small business set-aside project involves reconstructing approximately two miles of road, replacing culverts, and other associated work items.
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PROJECT LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G1 COVER SHEET 7/18/2022
G2 VICINITY MAP AND ROAD CLOSURES 7/18/2022
G3 SCHEDULE OF ITEMS 7/18/2022
G4
WORK LIST - METAL FLUME INSTALLATIONS &
CULVERTS
7/18/2022
G5 WORK LIST - PAVEMENT 7/18/2022
D1 METAL FLUME OVERSIDE DRAIN DETAILS 7/18/2022
D2 CULVERT INSTALLATION DETAILS 1/20/2023
D3 DROP INLET TYPICAL 1/20/2023
D4
CULVERT DOWN DRAIN AND PIPE ANCHOR
ASSEMBLY
1/20/2023
D5 TYPICAL ROAD DETAILS 7/18/2022
D6 CONSTRUCTION SIGN PLAN 7/18/2022
FROM THE MOUNT HOUGH RANGER DISTRICT OFFICE, TRAVEL
NORTHBOUND ON CA-70 W / CA-89 N FOR 6.7 MILES. JUST PAST THE
INDIAN CREEK BRIDGE, TURN RIGHT ONTO CA-89 N TOWARDS
GREENVILLE, CA. CONTINUE ON CA-89 N FOR 6.2 MILES, THEN TURN
RIGHT ONTO ARLINGTON ROAD TOWARDS TAYLORSVILLE. CONTINUE
ON ARLINGTON ROAD FOR 5.4 MILES THROUGH TAYLORSVILLE, AND
CONTINUE ONTO GENESEE ROAD FOR AN ADDITIONAL 9 MILES UNTIL
REACHING THE START OF ANTELOPE LAKE ROAD (FSR 29N43).
LATITUDE 40°4'16.20" N; LONGITUDE 120° 40'28.80" W.
MOUNT HOUGH DISTRICT OFFICE
39696 CA-70
QUINCY, CA 95971
APPROVED:
RECOMMENDED BY:
DISTRICT RANGER
DATE
DATE
7/1 8/2
2 1 4:
M
AL
AN
IZ
E
:\G -0
1_
CO
VE
RP
AG
E.
DW
G;
FH 43 ANTELOPE LAKE ROAD
RECONSTRUCTION MP 0.0 TO 2.0
CALIFORNIA
PLUMAS COUNTY
PLUMAS NATIONAL FOREST
(R05) PACIFIC SOUTHWEST REGION
SHEET G1
FOREST ENGINEER DATE
FOREST SUPERVISOR
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
7/1 8/2
2 1 4:
M
AL
AN
IZ
E
:\G -0
2_
MA
PS
.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
FH 43 ANTELOPE LAKE
ROAD RECONSTRUCTION
MP 0.0 TO 2.0
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
VICINITY MAP AND
ROAD CLOSURES
07/18/2022
G-02_Maps.dwg
M. ALANIZ
M. ALANIZ
M. BLANCHARD
G-02
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ANTELOPE LAKE
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WHEELER PEAK 7374
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BABCOCK PEAK 7015
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INDIAN CR.
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SAGE CR.
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INDIAN CR.
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DAM
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BECKWOURTH R.D.
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MOUNT HOUGH R.D.
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BECKWOURTH R.D.
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AutoCAD SHX Text ROAD CLOSURE DESCRIPTION ANTELOPE LAKE ROAD STA 0+00: CLOSE ROAD AT EXISTING GATE : CLOSE ROAD AT EXISTING GATE AND LEAVE TURNAROUND AREA AT STA 0+00 CLEARED FOR PUBLIC USE FSR 27N09: CLOSE ROAD AT INTERSECTION WITH 27N53, : CLOSE ROAD AT INTERSECTION WITH 27N53, APPROXIMATELY 1 MILE FROM ANTELOPE LAKE ROAD. FSR 26N10: CLOSE ROAD AT BABCOCK CROSSING, NEAR : CLOSE ROAD AT BABCOCK CROSSING, NEAR INTERSECTION WITH FSR 27N42, < 0.1 MILES FROM ANTELOPE LAKE ROAD. ANTELOPE LAKE ROAD STA 538+25: CLOSE ROAD JUST SOUTH OF : CLOSE ROAD JUST SOUTH OF INTERSECTION WITH 28N03 (TO DAM).
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= TEMPORARY ROAD CLOSURETEMPORARY ROAD CLOSURE
AutoCAD SHX Text ROAD CLOSURE INSTRUCTIONS 1. USE TYPE III BARRICADES FOR ALL ROADWAYS WITH USE TYPE III BARRICADES FOR ALL ROADWAYS WITH APPROPRIATE SIGNS MOUNTED ON THE BARRICADES TO CLOSE ROADS. PROVIDE ADVANCED SIGNAGE ALERTING TO ROAD CLOSURES. 2. THERE IS AN ONGOING CONSTRUCTION PROJECT ON ANTELOPE THERE IS AN ONGOING CONSTRUCTION PROJECT ON ANTELOPE LAKE ROAD. ROAD CLOSURES MAY BE COORDINATED WITH THAT CONTRACTOR. 3. ROADS ARE TO BE CLOSED START OF BUSINESS MONDAY AND ROADS ARE TO BE CLOSED START OF BUSINESS MONDAY AND RE-OPENED AT THE CLOSE OF BUSINESS FRIDAY EACH WORK WEEK.
AutoCAD SHX Text BASE CONSTRUCTION LENGTHS - SCHEDULE A: 1.96 MILES SCHEDULE A: 1.96 MILES 1.96 MILES - TOTAL: 1.96 MILES TOTAL: 1.96 MILES 1.96 MILES
AutoCAD SHX Text GENERAL NOTES 1. PROJECT DESCRIPTION: FURNISH ALL LABOR, EQUIPMENT AND PROJECT DESCRIPTION: FURNISH ALL LABOR, EQUIPMENT AND MATERIALS TO ACCOMPLISH THE WORK UNDER THIS CONTRACT. WORK CONSISTS OF THE FOLLOWING: - ROADSIDE METAL FLUME DEMOLITION ROADSIDE METAL FLUME DEMOLITION - RECONSTRUCTION OF ASPHALT PAVEMENT USING FULL DEPTH RECONSTRUCTION OF ASPHALT PAVEMENT USING FULL DEPTH RECLAMATION (FDR) AND HOT MIX ASPHALT (HMA) PAVEMENT OVERLAY. - INSTALLATION OF NEW ROADSIDE METAL FLUMES INSTALLATION OF NEW ROADSIDE METAL FLUMES - INSTALLATION OF RIPRAP AND AGGREGATE INSTALLATION OF RIPRAP AND AGGREGATE - QUALITY CONTROL SAMPLING, TESTING, AND REPORTING QUALITY CONTROL SAMPLING, TESTING, AND REPORTING 2. WORK REQUIRED IN THIS CONTRACT, BUT CONSIDERED INCIDENTAL WORK REQUIRED IN THIS CONTRACT, BUT CONSIDERED INCIDENTAL TO WORK ITEMS IN THE SCHEDULE ARE AS FOLLOWS: - PREPARATION FOR PAVEMENT CONSTRUCTION, INCLUDING PREPARATION FOR PAVEMENT CONSTRUCTION, INCLUDING CLEANING EXISTING ROADWAY OF ORGANIC AND NATIVE MATERIAL COLLECTING ALONG THE ROADWAY EDGE AND SURFACE. - EXCESS WASTE DISPOSAL NOT UTILIZED IN THIS PROJECT, TO EXCESS WASTE DISPOSAL NOT UTILIZED IN THIS PROJECT, TO DESIGNATED DISPOSAL AREAS OR OFFSITE. - TACK COATS. TACK COATS. 3. THE CONTRACTOR SHALL CLEAN THE EXISTING PAVEMENT THE CONTRACTOR SHALL CLEAN THE EXISTING PAVEMENT SURFACE OF ORGANIC DEBRIS AND NATIVE SOIL. IN PARTICULAR, CLEAN BOTH ROADWAY EDGES WHERE THIS MATERIAL HAS COLLECTED ALONG CURBS AND CUT SLOPE. CLEAN ROAD EDGE ALONG CUT SLOPES UNDER THE FOLLOWING CONDITIONS: - IF ROAD WIDTH IS LESS THAN 24 FEET WIDE, AND: IF ROAD WIDTH IS LESS THAN 24 FEET WIDE, AND: - IF CUT SLOPE IS FLATTER THAN 0.5:1 IF CUT SLOPE IS FLATTER THAN 0.5:1 - NOTE: CLEANUP ALONG CUT SLOPE EDGE SHALL NOT EXCEED NOTE: CLEANUP ALONG CUT SLOPE EDGE SHALL NOT EXCEED 2' INTO THE SLOPE AND SHALL NOT CAUSE FURTHER DESTABILIZATION OF THE SLOPE. 4. THE CONTRACTOR SHALL DISPOSAL ORGANIC AND NATIVE THE CONTRACTOR SHALL DISPOSAL ORGANIC AND NATIVE MATERIAL AT THE FOLLOWING LOCATIONS: - STA 141+56 RT AT LARGE TURNOUT BUILT WITH NATIVE STA 141+56 RT AT LARGE TURNOUT BUILT WITH NATIVE MATERIAL 5. THE CONTRACTOR SHALL PERFORM FULL DEPTH RECLAMATION THE CONTRACTOR SHALL PERFORM FULL DEPTH RECLAMATION (FDR) WITH NO ADDITIVES. WORK SHALL CONFORM TO FP-14 SECTION 304. - THE EXISTING PAVEMENT STRUCTURE IS A 3-INCH THICK OPEN THE EXISTING PAVEMENT STRUCTURE IS A 3-INCH THICK OPEN GRADED ASPHALT PAVEMENT SURFACE WITH AN EMULSIFIED BINDER, OVERLAYING A 2-INCH THICK BASE COURSE. - THE SUBGRADE IS COMPACTED DECOMPOSED GRANITIC THE SUBGRADE IS COMPACTED DECOMPOSED GRANITIC MATERIAL WITH AN AVERAGE CALIFORNIA BEARING RATIO (CBR) OF 70.
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 0/2
3 0 9:
M
AL
AN
IZ
E
:\G -0
X_
SC
HE
DU
LE
O
F
IT
EM
S.
DW
G;
(R05)
PACIFIC SOUTHWEST REGION
FH 43 ANTELOPE LAKE
ROAD RECONSTRUCTION
MP 0.0 TO 2.0
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
SCHEDULE OF ITEMS
07/18/2022
G-0X_Schedule of Items.dwg
M. ALANIZ
M. ALANIZ
M. BLANCHARD
G3
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SUMMARY OF QUANTITIES - SCHEDULE A: ROAD RECONSTRUCTION STA 0+00 TO 102+22
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PAY ITEM NUMBER
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PAY ITEM DESCRIPTION
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UNIT
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REMARKS AND/OR DETERMINATION OF ESTIMATED QUANTITY
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MOBILIZATION
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LUMP SUM
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ALL
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CONTRACTOR TESTING
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LUMP SUM
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ALL
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SOIL EROSION AND POLLUTION CONTROL
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LUMP SUM
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ALL
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REMOVAL OF EXISTING FLUME DOWN DRAIN, DISPOSE AT COMMERCIAL LANDFILL
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EACH
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REMOVAL OF EXISTING CULVERT PIPE & DROP INLET
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EACH
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WORK INCLUDES SAWCUT AND PAVEMENT DEMOLITION
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EARTHWORK GEOSYNTHETICS, BIAXIAL GEOGRID
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SQFT
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RIPRAP, CLASS 1
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CUYD
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PLACED AT OUTLET OF NEW METAL FLUMES (EST. 1.1 CY PER FLUME)
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RIPRAP, CLASS 2
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CUYD
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ROADWAY SHOULDER AGGREGATE, COMPACTION METHOD 2
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TONS
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PLACED ALONG EDGE OF PAVEMENT AS SHOULDER-BACKING
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FULL DEPTH RECLAMATION, 5-INCH DEPTH, 2-INCH MINUS, COMPACTION METHOD 2
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SQYD
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ASPHALT CONCRETE PAVEMENT, 1/2-INCH NOMINAL AGGREGATE, TYPE 1
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INCLUDES ESTIMATED QUANTITY TO PAVE CULVERT CATCH BASINS.
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SQYD
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24-INCH PIPE CULVERT, CORRUGATED METAL, 16-GAGE
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INLET, TYPE A, CORRUGATED METAL, 16-GAGE
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CURB, ASPHALT
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 0/2
3 1 1:
M
AL
AN
IZ
E
:\W
OR
K
IT
EM
S_
AL
L.
DW
G;
(R05)
PACIFIC SOUTHWEST REGION
FH 43 ANTELOPE LAKE
ROAD RECONSTRUCTION
MP 0.0 TO 2.0
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
WORK LIST - METAL
FLUME & CULVERT
INSTALLATIONS
07/18/2022
Work Items_All.dwg
M. ALANIZ
M. ALANIZ
M. BLANCHARD
G4
TOTAL 17 19 336
TOTAL 4
1,600
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METAL FLUME INSTALLATIONS
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AutoCAD SHX Text 1.10
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AutoCAD SHX Text RIPRAP OUTLET APRON, 4' LONG X 5' WIDE X 1.5' DEEP. FLUME INLET ESTIMATED 2 FEET LONG.
AutoCAD SHX Text 92+25
AutoCAD SHX Text
RT
AutoCAD SHX Text
AutoCAD SHX Text 1.10
AutoCAD SHX Text
AutoCAD SHX Text RIPRAP OUTLET APRON, 4' LONG X 5' WIDE X 1.5' DEEP. FLUME INLET ESTIMATED 2 FEET LONG.
AutoCAD SHX Text
CULVERT INSTALLATIONS
AutoCAD SHX Text
ITEM NUMBER
AutoCAD SHX Text 20302B
AutoCAD SHX Text 20701
AutoCAD SHX Text 25101B
AutoCAD SHX Text 60201
AutoCAD SHX Text 60210
AutoCAD SHX Text 60402
AutoCAD SHX Text 60601
AutoCAD SHX Text 62901
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
STATION
AutoCAD SHX Text
REMOVE CMP
AutoCAD SHX Text
GEOGRID
AutoCAD SHX Text
CLASS 2 RIPRAP
AutoCAD SHX Text
24" CMP
AutoCAD SHX Text
18" CMP ELBOW
AutoCAD SHX Text
TYPE A INLET
AutoCAD SHX Text
18" CMP DOWNSPOUT
AutoCAD SHX Text
DOWNSPOUT
AutoCAD SHX Text
EACH
AutoCAD SHX Text
SQFT
AutoCAD SHX Text
CUYD
AutoCAD SHX Text
LNFT
AutoCAD SHX Text
EACH
AutoCAD SHX Text
EACH
AutoCAD SHX Text
LNFT
AutoCAD SHX Text
SQFT
AutoCAD SHX Text 14+89
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RIPRAP OUTLET APRON, 5 CY
AutoCAD SHX Text 39+80
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RIPRAP OUTLET APRON, 5 CY
AutoCAD SHX Text 45+77
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RIPRAP OUTLET APRON, 5 CY
AutoCAD SHX Text 62+75
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RIPRAP OUTLET APRON, 5 CY
AutoCAD SHX Text 66+92
AutoCAD SHX Text
AutoCAD SHX Text
RIPRAP OUTLET APRON WORK ONLY, 5 CY
AutoCAD SHX Text 71+49
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL DOWNSPOUT AT END OF EXISTING CMP. INCLUDE RIPRAP OUTLET APRON, 5 CY
AutoCAD SHX Text 74+95
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL DOWNSPOUT AT END OF EXISTING CMP. INCLUDE RIPRAP OUTLET APRON, 5 CY
AutoCAD SHX Text 84+40
AutoCAD SHX Text
AutoCAD SHX Text
RIPRAP OUTLET APRON WORK ONLY, 5 CY
AutoCAD SHX Text 96+93
AutoCAD SHX Text
RIPRAP OUTLET APRON WORK ONLY, 10 CY
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 0/2
3 1 1:
M
AL
AN
IZ
E
:\W
OR
K
IT
EM
S_
AL
L.
DW
G;
(R05)
PACIFIC SOUTHWEST REGION
FH 43 ANTELOPE LAKE
ROAD RECONSTRUCTION
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
WORK LIST - PAVEMENT
07/18/2022
Work Items_All.dwg
M. ALANIZ
M. ALANIZ
M. BLANCHARD
G5
TOTAL 100
35,000 5,700 35,000 7,682
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
NEW ASPHALT PAVEMENTS
AutoCAD SHX Text
ITEM NUMBER
AutoCAD SHX Text 30201
AutoCAD SHX Text 30402
AutoCAD SHX Text 40302
AutoCAD SHX Text 41102
AutoCAD SHX Text 60901
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
BEGIN STATION
AutoCAD SHX Text
END STATION
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
AGGREGATE
AutoCAD SHX Text
FDR
AutoCAD SHX Text
ASPHALT CONC PAVT
AutoCAD SHX Text
PRIME COAT METHOD 1
AutoCAD SHX Text
ASPHALT CURB
AutoCAD SHX Text
TONS
AutoCAD SHX Text
SQYD
AutoCAD SHX Text
TONS
AutoCAD SHX Text
SQYD
AutoCAD SHX Text
LNFT
AutoCAD SHX Text 0+00
AutoCAD SHX Text 102+22
AutoCAD SHX Text N/A
AutoCAD SHX Text
AutoCAD SHX Text 35,000
AutoCAD SHX Text 5,700
AutoCAD SHX Text 35,000
AutoCAD SHX Text 0+90
AutoCAD SHX Text 1+50
AutoCAD SHX Text
RT
AutoCAD SHX Text
AutoCAD SHX Text 2+02
AutoCAD SHX Text 28+50
AutoCAD SHX Text
RT
AutoCAD SHX Text 2,648
AutoCAD SHX Text 29+60
AutoCAD SHX Text 33+20
AutoCAD SHX Text
RT
AutoCAD SHX Text
AutoCAD SHX Text 34+60
AutoCAD SHX Text 41+59
AutoCAD SHX Text
RT
AutoCAD SHX Text
AutoCAD SHX Text 43+31
AutoCAD SHX Text 54+99
AutoCAD SHX Text
RT
AutoCAD SHX Text 1,168
AutoCAD SHX Text 61+72
AutoCAD SHX Text 70+47
AutoCAD SHX Text
RT
AutoCAD SHX Text
AutoCAD SHX Text 72+75
AutoCAD SHX Text 80+27
AutoCAD SHX Text
RT
AutoCAD SHX Text
AutoCAD SHX Text 84+40
AutoCAD SHX Text 95+60
AutoCAD SHX Text
RT
1,120
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 0/2
3 0 9:
M
AL
AN
IZ
E
:\D -0
X_
FL
UM
E.
DW
G;
(R05)
PACIFIC SOUTHWEST REGION
FH43 ANTELOPE LAKE
ROAD RECONSTRUCTION
MP 0.0 TO 2.0
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
METAL FLUME OVERSIDE
DRAIN DETAILS
07/18/2022
D-0X_Flume.dwg
M. ALANIZ
M. ALANIZ
M. BLANCHARD
D1
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
ANCHOR (TYP.)
AutoCAD SHX Text
10' FLUME SECTION
AutoCAD SHX Text
TAPERED INLET
AutoCAD SHX Text
TOP OF FILL SLOPE
AutoCAD SHX Text
TOP OF DIKE
AutoCAD SHX Text
PAVED GUTTER FLARE
AutoCAD SHX Text
EDGE OF TRAVEL-WAY
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
SLOTTED HOLES FOR GALVANIZED BOLT
AutoCAD SHX Text
DOWNDRAIN FLUME-CORRUGATED METAL, 16 GAGE, 10'-0"± SECTIONS
AutoCAD SHX Text
EXISTING FILL SLOPE
AutoCAD SHX Text
ASPHALT DIKE
AutoCAD SHX Text
EMBED BULKHEAD INTO ASPHALT DIKE (TYP.)
AutoCAD SHX Text NOTES: 1. UNLESS STATED IN THE ROAD LOG, USE 10'-0" LENGTH OF UNLESS STATED IN THE ROAD LOG, USE 10'-0" LENGTH OF PAVED GUTTER FLARE ON BOTH SIDES OF THE INLET WHEN PLACING AT VERTICAL SAG. 2. WORK ASSOCIATED WITH PREPARING PAVED GUTTER FLARE SHALL WORK ASSOCIATED WITH PREPARING PAVED GUTTER FLARE SHALL BE CONSIDERED INCIDENTAL TO PAY ITEM 20304 AND 40302. COMPACT SUBGRADE TO 95% DENSITY PER AASHTO T 310 PRIOR TO PLACING ASPHALT.
AutoCAD SHX Text
PIPE STAKES ANCHOR ASSEMBLY (TYP.)
AutoCAD SHX Text
PIPE STAKE (TYP.)
AutoCAD SHX Text
ANCHOR ASSEMBLY (TYP.)
AutoCAD SHX Text
WELD
AutoCAD SHX Text
INLET SECTION
AutoCAD SHX Text
GALV. BULKHEAD, 12 GAGE
AutoCAD SHX Text
STARTER SECTION
AutoCAD SHX Text
INLET SECTION
AutoCAD SHX Text
10'-8" (TYP.)
AutoCAD SHX Text
INLET SECTION
AutoCAD SHX Text
STARTER SECTION
AutoCAD SHX Text
FLUME
AutoCAD SHX Text 5'±
AutoCAD SHX Text 3'±
AutoCAD SHX Text FIELD CUT FLUME AS NEEDED TO MEET LENGTH PROVIDED IN THE WORK LIST OR TO FIT EXISTING FIELD CONDITIONS
AutoCAD SHX Text
CLASS 1 RIPRAP APRON
AutoCAD SHX Text
GALVANIZED ANGLE, 3-1/2" X 2" X 1/4" (MIN.)
AutoCAD SHX Text
1-1/2" X 6' PIPE STAKE, EACH SIDE OF FLUME
AutoCAD SHX Text
FLUME
AutoCAD SHX Text
COLLAR
AutoCAD SHX Text GENERAL NOTES: 1. INSTALL NEW METAL FLUMES WHERE SHOWN ON THE WORK LIST. INSTALL NEW METAL FLUMES WHERE SHOWN ON THE WORK LIST. 2. PROVIDE RIPRAP APRONS WHERE SHOWN ON THE WORK LIST. PROVIDE RIPRAP APRONS WHERE SHOWN ON THE WORK LIST. REFER TO WORK LIST FOR DIMENSION AND QUANTITY OF EACH RIPRAP APRON. 3. METAL FLUMES SHALL CONSIST OF 16 GAGE (0.064 INCH THICK) METAL FLUMES SHALL CONSIST OF 16 GAGE (0.064 INCH THICK) GALVANIZED STEEL
AutoCAD SHX Text
EDGE OF TRAVEL-WAY
AutoCAD SHX Text 3-5%
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
%%UITEM 60206: FURNISH AND INSTALL METAL FLUME DOWN DRAIN
AutoCAD SHX Text
%%UINLET SECTION ISOMETRIC VIEW
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%UANCHOR DETAIL
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%UMOUNTABLE DIKE PLAN VIEW
(NOT TO SCALE)
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 0/2
3 0 9:
M
AL
AN
IZ
C
:\U
SE
RS
\M
AL
AN
IZ
\B
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\E
P_
ON
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TO
PS
HO
P\
EP
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OR
KO
RD
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S\
EN
G-
-0
1-
1\E
NG
-2
0-
-0
-P
LU
MA
S
AN
TE
LO
PE
R
OA
D
RE
SU
RF
AC
IN
G\
CO
NT
RA
CT
\C
ON
TR
AC
T #2
.1\ R-
0X _C
UL
VE
RT
.IN
ST
AL
LA
TI
ON
2.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
FH 43 ANTELOPE LAKE
ROAD RECONSTRUCTION
MP 0.0 TO 2.0
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
CULVERT
INSTALLATION DETAILS
07/18/2022
R-0X_Culvert.Installation.dwg
M. ALANIZ
M. ALANIZ
M. BLANCHARD
D2
11 07
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
EDGE OF ROAD
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text 1:1
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
%%UCULVERT SECTION
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%UITEM 60201: FURNISH AND INSTALL CULVERT
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%UDITCH BLOCK AND CATCH BASIN CONSTRUCTION
AutoCAD SHX Text
%%USECTION C-C
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%UIF UNSTABLE FOUNDATION
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%UIF ROCK FOUNDATION
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%UTYPICAL TRENCH DETAIL
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
%%UTYPICAL BACKFILL DETAIL
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text BACKFILL ABOVE AND AROUND PIPE (AS SHOWN ABOVE) SHALL BE PLACED IN ACCORDANCE WITH FP-14 SECTION 209.10 AND 209.11, SECTION 704.03 AND THE SUPPLEMENTAL SECTION 704.03 AND THE SUPPLEMENTAL AND THE SUPPLEMENTAL SPECIFICATIONS. OBTAIN PROCTORS FOR EACH SOIL TYPE.
AutoCAD SHX Text
COMPACTED LIFT 6" MAX. SEE NOTE BELOW.
AutoCAD SHX Text CONCSTRUCT CATCH BASINS AT BRAND NEW CULVERT LOCATIONS. OTHERWISE, RE-SHAPE BASINS WHERE CULVERTS ARE BEING REPLACED
AutoCAD SHX Text C.M.P.
AutoCAD SHX Text
SLOPE RATIO AS STAKED. SLOPE TO MATCH THE LENGTH PROVIDED IN THE WORK LIST
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
OR SLOPE RATIO AS STAKED
AutoCAD SHX Text
SELECT GRANULAR MATERIAL
AutoCAD SHX Text
MINIMUM EXCAVATION LIMITS
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
FLOW LINE GRADE
AutoCAD SHX Text C.M.P.
AutoCAD SHX Text
BEDDING MATERIAL
AutoCAD SHX Text C.M.P.
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
SELECT GRANULAR MATERIAL
AutoCAD SHX Text PIPE BEDDING SHALL BE REQUIRED FOR ALL CULVERT INSTALLATIONS AND SHALL MEET THE REQUIREMENTS OF FP-14 SECTION 704.02. PIPE BEDDING IS BE CONSIDERED INCIDENTAL CONSTRUCTION.
AutoCAD SHX Text
BEDDING MATERIAL
AutoCAD SHX Text C.M.P.
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text C.M.P.
AutoCAD SHX Text
BEDDING MATERIAL
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
TOP OF CATCH BASIN CUT SLOPE
AutoCAD SHX Text
BOTTOM OF CATCH BASIN CUT SLOPE
AutoCAD SHX Text
NORMAL TOP OF CUT
AutoCAD SHX Text IF EXISTING CATCH BASINS ARE PAVED, REMOVE EXISTING PAVEMENT AND INSTALL NEW PAVED CATCH BASIN, 3 INCH DEPTH. INCIDENTAL TO PAY ITEM 40302.
AutoCAD SHX Text C.M.P.
AutoCAD SHX Text DITCH BLOCK. NEW CONSTRUCTION SHALL MATCH EXISTING MATERIAL (ASPHALT AND NATIVE, TYP.)
AutoCAD SHX Text
DITCH BLOCK HEIGHT 6" BELOW ROAD GRADE (TYP.)
AutoCAD SHX Text
SLOPE VARIABLE, CONSTRUCT AS STAKED. SCATTER SLASH ON FINISHED SLOPE
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
ADJUST PIPE GRADIENT AS NEEDED FOR CULVERT OUTLET TO MEET NATURAL GROUND.
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text C.M.P.
AutoCAD SHX Text
CULVERT RIPRAP HEADWALL. CONSTRUCT WHERE SHOWN ON THE WORK LIST
AutoCAD SHX Text
BEDDING MATERIAL
AutoCAD SHX Text INTRODUCE CAMBER UNDER CENTER OF FILL TO PROVIDE FOR SETTLEMENT (MIN. CAMBER 1% OF PIPE LENGTH)
AutoCAD SHX Text USE AGGREGATE BASE FOR INLET PLUG, PLACE AROUND INLET TO TOP OF PIPE. MIN. 5 FEET MEASURED ALONG PIPE INVERT.
AutoCAD SHX Text
CULVERT OUTLET ARMORING. REFER TO WORK LIST FOR DIMENSIONS.
AutoCAD SHX Text
EXISTING CULVERT. REMOVE AND DISPOSE
AutoCAD SHX Text
SET TOP OF PIPE 12 INCHES (MIN.) BELOW FINISHED ROAD GRADE
AutoCAD SHX Text
SHORE TRENCH OR LAY BACK (SLOPE) TRENCH PER OSHA (TYP.)
AutoCAD SHX Text COMPACTED NATIVE MATERIAL MIN. 3 COMPLETE PASSES OR UNTIL VISUAL DISPLACEMENT CEASES. LIFT DEPTH 6" MAX. SORT LARGER BOULDERS OUT OF FILL.
FINISHED GRADE
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 0/2
3 0 9:
M
AL
AN
IZ
C
:\U
SE
RS
\M
AL
AN
IZ
\B
OX
\E
P_
ON
ES
TO
PS
HO
P\
EP
W
OR
KO
RD
ER
S\
EN
G-
-0
1-
1\E
NG
-2
0-
-0
-P
LU
MA
S
AN
TE
LO
PE
R
OA
D
RE
SU
RF
AC
IN
G\
CO
NT
RA
CT
\C
ON
TR
AC
T #2
.1\ R-
0X _D
RO
P.
IN
LE
T.
DW
G;
(R05)
PACIFIC SOUTHWEST REGION
FH 43 ANTELOPE LAKE
ROAD RECONSTRUCTION
MP 0.0 TO 2.0
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
DROP INLET TYPICAL
07/18/2022
R-0X_Drop.Inlet.dwg
M. ALANIZ
M. ALANIZ
M. BLANCHARD
D3
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text GENERAL NOTES: 1. GRATE FOR TYPE B INLET ASSEMBLY SHALL BE INSTALLED GRATE FOR TYPE B INLET ASSEMBLY SHALL BE INSTALLED ON TYPE A INLET WHEN SPECIFIED. 2. HEIGHT OF DROP INLET VARIES. CONTRACTOR SHALL FIELD HEIGHT OF DROP INLET VARIES. CONTRACTOR SHALL FIELD VERIFY HEIGHTS AND CUT TO REQUIRED HEIGHT. 3. DIMENSIONS APPLY TO THE FABRICATION OF TYPE "A" DIMENSIONS APPLY TO THE FABRICATION OF TYPE "A" INLETS ONLY. 4. OPENINGS MAY BE FIELD CUT, AND SHALL BE CUT TO OPENINGS MAY BE FIELD CUT, AND SHALL BE CUT TO ALLOW WATER TO ENTER FROM TWO DIRECTIONS. THE TOTAL AREA OF THE OPENINGS SHALL NOT BE LESS THAN SHOWN. 5. USE ROUND OR SQUARE WOOD COVER AS SPECIFIED USE ROUND OR SQUARE WOOD COVER AS SPECIFIED ELSEWHERE. 6. UTILIZE CONSTRUCTION GRADE LUMBER, ROUGH SAWN, FOR UTILIZE CONSTRUCTION GRADE LUMBER, ROUGH SAWN, FOR ALL TIMBER SHOWN ON THIS DETAIL. 7. TYPE 2 OBJECT MARKERS INSTALLED AT ALL DROP INLETS TYPE 2 OBJECT MARKERS INSTALLED AT ALL DROP INLETS OR IF CULVERT INLET IS DEEMED A HAZARD TO THE ROADWAY. REFER TO WORK LISTS FOR LOCATIONS..
AutoCAD SHX Text
DETAIL A
AutoCAD SHX Text
1/4" CLEARANCE
AutoCAD SHX Text
STANDARD END FINISH
AutoCAD SHX Text
LUG 3/4" X 1-1/2"
AutoCAD SHX Text
AutoCAD SHX Text
PUNCH 1" HOLE IN PIPE TO RECEIVE LUG
AutoCAD SHX Text
TOP OF INLET SHALL BE FLUSH WITH BOTTOM OF DITCH / CATCH BASIN
AutoCAD SHX Text
COMPACTED SELECT BACKFILL
AutoCAD SHX Text
EDGE OF SHOULDER
AutoCAD SHX Text
INSTALL METAL MARKER (PAY ITEM 63308). SEE DETAIL BELOW
AutoCAD SHX Text
OPTIONAL SPLICE
AutoCAD SHX Text
AutoCAD SHX Text 3/16
3" X 2-1/2" X 3/8"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text
SEE DETAIL A
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
INSTALL METAL MARKER (PAY ITEM 63308). SEE DETAIL BELOW
AutoCAD SHX Text
EDGE OF SHOULDER
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE VARIES
AutoCAD SHX Text
TOP OF INLET SHALL BE FLUSH WITH SHOULDER EDGE
AutoCAD SHX Text
COMPACTED SELECT BACKFILL
AutoCAD SHX Text
STEEPEN SLOPE AS NECESSARY
AutoCAD SHX Text
16 D GALVANIZED NAILS
AutoCAD SHX Text
SUPPORT BRACE 2"X6"
AutoCAD SHX Text
2"X8" BRACE
EDGE OF ROUND COVER 2"X12"
AutoCAD SHX Text
INLET C.M.P.
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text
COVER 2"X12"
AutoCAD SHX Text 2" X 6"
AutoCAD SHX Text
EDGE OF SQUARE COVER 2"X12"
AutoCAD SHX Text
6" X 12" YELLOW RETROREFLECTIVE SHEETING
AutoCAD SHX Text
GALVANIZED STEEL MARKER POST
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
FABRICATION DETAILS
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
SIDE DETAIL
AutoCAD SHX Text
FRONT DETAIL
AutoCAD SHX Text
TYPE 2 OBJECT MARKERS
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
INLET TYPE A
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
INSTALLATION DETAIL
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
INLET TYPE B
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text
INSTALLATION DETAIL
AutoCAD SHX Text
PLAN
ITEM 60402: FURNISH AND INSTALL DROP INLET
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 0/2
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(R05)
PACIFIC SOUTHWEST REGION
FH 43 ANTELOPE LAKE
ROAD RECONSTRUCTION
MP 0.0 TO 2.0
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
CULVERT DOWN DRAIN AND
PIPE ANCHOR ASSEMBLY
07/18/2022
R-0X_Down.drain.dwg
M. ALANIZ
M. ALANIZ
M.BLANCHARD
D4
ALTERNATIVE A ALTERNATIVE B
(NO SCALE) (NO SCALE)
MATERIAL TO BE 1/4" PLATE,
GALVANIZED AFTER FABRICATION
(NO SCALE)
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AutoCAD SHX Text PIPE ELBOW - PAY ITEM 60210 (CONTRACTOR SHALL DETERMINE ANGLE TO FIT EXISTING FIELD CONDITIONS)
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FILL SLOPE (MATCH EXISTING)
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PIPE ANCHOR ASSEMBLY
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COULPING BAND
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1/4" CABLE
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PIPE ANCHOR ASSEMBLY (TYP.)
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COUPLING BANDS (TYP.)
AutoCAD SHX Text PROTECTIVE RIPRAP APRON. REFER TO WORK LIST FOR DIMENSION, ROCK CLASS AND QUANTITY
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CULVERT
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FINISHED SLOPE (TYP.) EMBED DOWN DRAIN 1/2 DIAMETER INTO FINISHED FILLSLOPE
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FINISHED ROAD SURFACE
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SEE PLATE DETAIL
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CABLE
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1/2" CARRIAGE OR MACHINE BOLTS
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CABLE CLAMP
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1-1/4" X 3/8" BAR
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CABLE
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SEE PLATE DETAIL
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24" ANNULAR COUPLING BAND
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HELICAL COUPLING BAND
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TWO PIECE INTEGRAL FLANGE, DIE FORMED BAND FOR CULVERT
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2" X 72" PIPE STAKE (TYP.)
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COLLAR FOR 2" PIPE
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FLATTEN OR POINT
AutoCAD SHX Text NOTES: 1. FURNISH METAL PIPE CULVERT, ELBOW, AND COUPLING BANDS FURNISH METAL PIPE CULVERT, ELBOW, AND COUPLING BANDS IN ACCORDANCE WITH SECTION 602. 2. WHERE INDICATED ON THE WORK LISTS, FURNISH RIPRAP FOR WHERE INDICATED ON THE WORK LISTS, FURNISH RIPRAP FOR PROTECTIVE APRON, IN ACCORDANCE WITH SECTION 251. 3. FURNISH HARDWARE GALVANIZED ACCORDING TO AASHTO M111M. FURNISH HARDWARE GALVANIZED ACCORDING TO AASHTO M111M. 4. PLACE PIPE ANCHOR ASSEMBLIES AT APPROXIMATELY 20 FOOT PLACE PIPE ANCHOR ASSEMBLIES AT APPROXIMATELY 20 FOOT INTERVALS ALONG RUNDOWN PORTION OF THE DOWN DRAIN PIPE. 5. OTHER SUITABLE PIPE ANCHOR ASSEMBLIES MAY BE USED UPON OTHER SUITABLE PIPE ANCHOR ASSEMBLIES MAY BE USED UPON APPROVAL BY THE CONTRACTING OFFICER. 6. THE USE OF THE HUGGER BAND IS RESTRICTED TO WELDED THE USE OF THE HUGGER BAND IS RESTRICTED TO WELDED SPIRAL PIPE WITH ANNULAR END CORRUGATIONS OR RIVETED ANNULARLY CORRUGATED PIPE. 7. METAL PIPE SHOWN IS TYPICAL. REFER TO WORK LIST AND METAL PIPE SHOWN IS TYPICAL. REFER TO WORK LIST AND CULVERT INSTALLATION DETAILS FOR PIPE MATERIAL AND ALIGNMENT. 8. USE ALTERNATE A ANCHOR ASSEMBLY ONLY WITH ANNULAR USE ALTERNATE A ANCHOR ASSEMBLY ONLY WITH ANNULAR CORRUGATIONS. IT MAY BE POSSIBLE TO USE ALTERNATE A ANCHOR ASSEMBLY WHEN PLACED ON ANNULAR OR PREFORMED END COUPLING BAND IF SECURELY FASTENED ON DOWNSTREAM SIDE OF THE JOINT. ALTERNATE B ANCHOR ASSEMBLY TO BE FASTENED TO PIPE END SECTIONS AND NOT THE BAND COUPLER USED TO JOIN SECTIONS. 9. USE GASKETS ON ALL JOINTS ALONG THE DRAIN PIPE. USE GASKETS ON ALL JOINTS ALONG THE DRAIN PIPE. 10. PIPE ANCHOR ASSEMBLIES FURNISHED AND INSTALLED SHALL BE PIPE ANCHOR ASSEMBLIES FURNISHED AND INSTALLED SHALL BE INCIDENTAL CONSTRUCTION TO THE DOWN DRAIN. SEE SCHEDULE OF ITEMS FOR DETAILS 11. COMPACT FINISHED GROUND AROUND CULVERT DOWN DRAIN COMPACT FINISHED GROUND AROUND CULVERT DOWN DRAIN AFTER INSTALLATION IS COMPLETED, AND PLACE SLASH AND ROCKS, OR WEED-FREE STRAW FOR POST-CONSTRUCTION EROSION CONTROL (INCIDENTAL CONSTRUCTION).
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PIPE ANCHOR ASSEMBLY DETAILS
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PLATE DETAIL
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DOWN DRAIN PROFILE VIEW
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ITEM 60601, 60210: DOWN DRAIN & ELBOW
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CULVERT (NEW OR EXISTING)
IF ATTACHING ELBOW & DOWNSPOUT TO AN EXISTING CULVERT CROSS DRAIN: - EXCAVATE AROUND CULVERT OUTLET AS NEEDED TO CUT A PORTION OF EXCAVATE AROUND CULVERT OUTLET AS NEEDED TO CUT A PORTION OF THE CULVERT. THIS WILL ALLOW FOR THE NEW ELBOW AND DOWNSPOUT TO BE INSTALLED WITH THE DOWNSPOUT BEING PARTIALLY EMBEDDED INTO THE FILLSLOPE AS SHOWN ON THE DRAWINGS. - PROVIDE PIPE ANCHOR ASSEMBLY AT THE TOP OF THE OF THE PROVIDE PIPE ANCHOR ASSEMBLY AT THE TOP OF THE OF THE DOWNSPOUT NEAR THE ELBOW.
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 0/2
3 1 1:
M
AL
AN
IZ
E
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TY
PR
OA
D.
DW
G;
(R05)
PACIFIC SOUTHWEST REGION
FH 43 ANTELOPE LAKE
ROAD RECONSTRUCTION
MP 0.0 TO 2.0
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
TYPICAL ROAD
DETAILS
07/18/2022
R-0X_TypRoad.dwg
C. LUNDGREEN
M. ALANIZ
M. BLANCHARD
D5
& M. ALANIZ
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UNDISTURBED SUBGRADE
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SLOPE VARIES (SEE NOTES)
AutoCAD SHX Text EXISTING ASPHALT SURFACE, 3 INCHES (TYP.). PERFORM FULL DEPTH RECLAMATION (FDR) ON EXISTING ASPHALT SURFACE AND BASE TO 5-INCHES DEPTH (PAY ITEM 30402). SEE FULL DEPTH RECLAMATION DETAIL
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%%UTYPICAL ROADWAY SECTION
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NATURAL GROUND
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HOT MIX ASPAHLT (HMA) OVERLAY, 3 INCH DEPTH (PAY ITEM 40302)
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NATURAL GROUND
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%%UCIPR BASE COURSE AND ASPHALT OVERLAY
AutoCAD SHX Text GENERAL NOTES: 1. ALL DETAILS SHOWN ON THIS SHEET ARE DRAWN NOT TO SCALE. ALL DETAILS SHOWN ON THIS SHEET ARE DRAWN NOT TO SCALE. 2. EXISTING ROAD WIDTH VARIES, BETWEEN 24 FEET AND 60 FEET. UNLESS EXISTING ROAD WIDTH VARIES, BETWEEN 24 FEET AND 60 FEET. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE CONTRACTOR SHALL RE-PAVE OVER THE FULL AREA OF THE EXISTING PAVEMENT, INCLUDING TURNOUTS AND PASSING LANES . 3. ROADWAY CROSS SLOPE VARIES THROUGHOUT, WITH THE ROADWAY ROADWAY CROSS SLOPE VARIES THROUGHOUT, WITH THE ROADWAY CROWNED ALONG STRAIGHT-AWAYS, AND INSLOPED OR OUTSLOPED APPROPRIATELY ALONG CURVES. THE CONTRACTOR SHALL CONSTRUCT THE ROADWAY CROSS SLOPE TO MATCH THE EXISTING ROADWAY CROSS SLOPE 4. IN ACCORDANCE WITH FP-14 SECTION 304, THE CONTRACTOR SHALL IN ACCORDANCE WITH FP-14 SECTION 304, THE CONTRACTOR SHALL PERFORM FULL DEPTH RECLAMATION (FDR). THE CONTRACTOR SHALL PULVERIZE THE EXISTING PAVEMENT AND BASE TO A DEPTH OF 5-INCHES, WITH THE FDR MATERIAL SHALL HAVE 100 PERCENT PASSING THE 2-INCH SIEVE. RE-PROCESS OR REMOVE LARGER PARTICLES AND DISPOSE OF THEM ACCORDING TO SUBSECTION 203.05. 4.1. MIX AND SPREAD MATERIAL WITH WATER, AND SHAPE AND COMPACT MIX AND SPREAD MATERIAL WITH WATER, AND SHAPE AND COMPACT ACCORDING TO SUBSECTION 304.06 AND 304.07(b). 4.2. MAINTAIN THE FDR LAYER PER SUBSECTION 301.07 UNTIL PLACEMENT MAINTAIN THE FDR LAYER PER SUBSECTION 301.07 UNTIL PLACEMENT OF THE NEXT COURSE. DEFECT SHALL BE CORRECTED AT NO COST TO THE GOVERNMENT. 5. INCORPORATE IMPORTED CRUSHED AGGREGATE OR DEMOLISHED ASPHALT INCORPORATE IMPORTED CRUSHED AGGREGATE OR DEMOLISHED ASPHALT (PER PAY ITEM 20403) INTO FDR IN ACCORDANCE WITH THE DETAIL SHOWN ON THIS SHEET. WORK SHALL BE CONSIDERED INCIDENTAL CONSTRUCTION TO PAY ITEM 30402. 6. COMPACT FDR IN ACCORDANCE WITH SUBSECTION 304.07. COMPACTION COMPACT FDR IN ACCORDANCE WITH SUBSECTION 304.07. COMPACTION METHOD 2 IS SHOWN IN THE SCHEDULE. HOWEVER, THE CONTRACTOR SHALL VERIFY THE EXISTING ASPHALT WILL NOT CONTAIN MORE THAN 80 PERCENT ON THE NO. 4 (4.75 mm) SIEVE. IF THE ASPHALT MATERIAL CONTAINS MORE THAN 80 PERCENT ON THE NO. 4 SIEVE, CONTRACTOR SHALL COMPACT IN ACCORDANCE WITH SUBSECTION 204.11(a) - COMPACTION METHOD 1. 7. HMA SHALL CONFORM TO FP-14 SECTION 403. SUBMIT HMA MIX DESIGN TO HMA SHALL CONFORM TO FP-14 SECTION 403. SUBMIT HMA MIX DESIGN TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO PLACEMENT. USE 1/2-INCH NOMINAL MAXIMUM AGGREGATE SIZE FOR HMA MIX DESIGN.. 8. APPLY PRIME COAT TO FDR IN ACCORDANCE TO FP-14 SECTION 411 PRIOR APPLY PRIME COAT TO FDR IN ACCORDANCE TO FP-14 SECTION 411 PRIOR TO PLACEMENT OF HMA. MAINTAIN THE PRIMED SURFACE, KEEPING IT FREE FROM CORRUGATIONS, POTHOLES AND DELETERIOUS MATERIAL. USE BLOTTER AS NEEDED FOR UNABSORBED ASPHALT AND REMOVE EXCESS BLOTTER AFTER ASPHALT IS ABSORBED. SURFACE SHALL BE CURED FOR MINIMUM 24 HOURS PRIOR TO HMA PLACEMENT. 9. INSTALL NEW ASPHALT CURB, USING TACK COAT TO ADHERE NEW ASPHALT INSTALL NEW ASPHALT CURB, USING TACK COAT TO ADHERE NEW ASPHALT CURB TO FRESHLY PAVED ROADWAY. TACK COAT SHALL ALSO BE APPLIED TO ALL JOINTS DURING CONSTRUCTION. WAIT FOR CURING PRIOR TO HMA PLACEMENT BUT NO MORE THAN 4 HOURS AFTER APPLICATION.
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%%UTYPICAL ASPHALT CURB
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FLOW LINE
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ASPHALT SECTION
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3" (MAX.)
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LEVEL LINE
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CUT SLOPE (VARIES)
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FILL AND COMPACT TO TOP OF CURB AS NEEDED USING EXCAVATED MATERIAL
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%%UANCHOR DETAIL (PROFILE VIEW)
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TAPER OVERLAY 60' TO BLEND TO EXISTING PAVEMENT
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TAPER HMA OVERLAY INSIDE EDGE 1:1
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%%UASPHALT PATCH
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HMA OVERLAY, 3 INCH DEPTH
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TRENCH (EXCAVATION)
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NEW CULVERT
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%%U(CULVERT INSTALLATION)
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(NOT TO SCALE)
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(NOT TO SCALE)
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SHAPE AND COMPACT TO ROUND PIVOT POINT
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APPLY PRIME COAT OVER FINISHED FDR SURFACE (PAY ITEM 41102)
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TACK COAT
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%%UFULL DEPTH RECLAMATION
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TOP OF EXISTING SURFACE
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SUBGRADE
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RE-USE DEMOLISHED ASPHALT & ADD ASPHALT MILLINGS (5" TYP.)
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%%UGEOGRID INSTALLATION
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(NOT TO SCALE)
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NEW CULVERT
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TOP OF ROADWAY
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 0/2
3 0 9:
M
AL
AN
IZ
E
:\D -0
X_
CO
NS
TR
UC
TI
ON
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IG
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.D W
G;
(R05)
PACFIC SOUTHWEST REGION
FH 43 ANTELOPE LAKE
ROAD RECONSTRUCTION
MP 0.0 TO 2.0
PLUMAS NATIONAL
FOREST
MOUNT HOUGH RANGER
DISTRICT
CONSTRUCTION SIGN
PLAN
07/18/2022
D-0X_Construction.Signs.dwg
M. ALANIZ
M. ALANIZ
M. BLANCHARD
D6
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DRAWINGS NOT TO SCALE
AutoCAD SHX Text NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) LATEST EDITION. 2. ADDITIONAL SIGNS MAY BE REQUIRED, AS DIRECTED BY THE CONTRACTING OFFICER. ADDITIONAL SIGNS MAY BE REQUIRED, AS DIRECTED BY THE CONTRACTING OFFICER. 3. ALL SIGNS ARE TEMPORARY ALL SIGNS ARE TEMPORARY THE FOLLOWING NOTES ARE REFERENCED FROM THE MUTCD: : 4. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL SPECIFICATIONS. 5. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE. 6. REFER TO FP-03 PARAGRAPH 718.01 FOR RETROREFLECTIVE SHEETING, USE ASTM D 4956 TYPE I, "ENGINEERING REFER TO FP-03 PARAGRAPH 718.01 FOR RETROREFLECTIVE SHEETING, USE ASTM D 4956 TYPE I, "ENGINEERING GRADE". FOR POSTED SPEEDS GREATER THAN 35 MPH USE TYPE VII "SUPER-HIGH-INTENSITY, PRISMATIC SHEETING". 7. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR OTHER APPROVED MATERIAL. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR OTHER APPROVED MATERIAL. 8. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE OF APPROACHING TRAFFIC. 9. WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" CARRIAGE BOLTS. PORTABLE SUPPORTS ARE PERMITTED FOR SHORT PERIODS PROVIDED THE CONSTRUCTION IS SUCH THAT WIND OR OTHER AGENTS CANNOT READILY UPSET THE SIGN. 10. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA. 11. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS OTHER THAN THOSE PICTURED MAY BE USED PROVIDED THEY ARE IN CONFORMANCE WITH MUTCD STANDARDS AND APPROVED IN WRITING BY THE CONTRACTING OFFICER. 12. IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND ELECTRIC LIGHTS SHALL BE PLACED AND MAINTAINED FROM SUNSET TO SUNRISE AT ALL POINTS OF HAZARD AND AT ALL SIGNS INDICATING CAUTION. 13. TYPE III BARRICADES SHALL BE PLACED ON EITHER SIDE OF UNCOMPLETED CONSTRUCTION SITES WHEN NO CONSTRUCTION ACTIVITIES ARE IN PROGRESS AS APPROVED BY THE CONTRACTING OFFICE. 14.
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