5. Plans 1N17.pdf
PDF 3 MB Posted
- Solicitation number
- 127EAW25R0056
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a set of engineering design documents for a road reconstruction project in the San Bernardino National Forest, specifically Road 1N17 at Mileposts 0.2 and 0.4, initiated in response to damage from Tropical Storm Hilary in 2023. The project involves reconstructing approximately 0.09 miles of forest service road, with work including roadway excavation, clearing and debris removal, aggregate base installation, asphalt concrete placement, and associated drainage improvements. Key technical details include constructing a 12-foot traveled way, installing new culverts, implementing ditching and riprap details, and performing roadside clearing with a 14-foot clearing height. The estimated quantities include 75 tons of crushed aggregate base, 43 tons of asphalt concrete, and various other materials for road restoration, with a service level classification of 3. The project is located in the Mountaintop Ranger District of the Pacific Southwest Region (R5) of the United States Forest Service, with geographic coordinates at latitude 34°16'86.3"N and longitude 116°82'29.9"W.
View the file
Other files
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
United States Department of Agriculture
Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
SAN BERNARDINO COUNTY, CALIFORNIA
MOUNTAINTOP RANGER DISTRICT
2023 CA FS TROPICAL STORM HILARY
ROAD 1N17 M.P. 0.2 AND M.P. 0.4
PROJECT LOCATION
VICINITY MAP
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVER SHEET
G-02 VICINITY MAP
G-03 ESTIMATE QUANTITIES
G-04 GENERAL NOTES
C-01-C-02 RECONSTRUCTION SUMMARIES
D-01 AGGREGATE NOTES & DETAILS
D-02 DITCHING & RIP-RAP DETAILS
D-03
TEMPLATE, TYPICAL SECTION
DETAILS
D-04 CLEARING AND GRUBBING DETAIL
(R05) PACIFIC SOUTHWEST
SAN BERNARDINO NATIONAL FOREST
SHEET 1 of 10
RECOMMENDED BY:
APPROVED:
DESIGN ENGINEER DATE
FOREST SUPERVISOR
DATE
FOREST ENGINEER DATE
DISTRICT RANGER
DATE
TRAVEL DIRECTIONS:
DIRECTIONS FROM SAN BERNARDINO NF SUPERVISORS OFFICE
602 S TIPPECANOE AVE, SAN BERNARDINO, CA 92408
GET ON I-10 E IN LOMA LINDA FROM E CENTRAL AVE AND
MOUNTAIN VIEW AVE 8 MIN (2.9 MI)
HEAD SOUTH TOWARD S TIPPECANOE AVE 272 FT
TURN LEFT TOWARD S TIPPECANOE AVE 92 FT
TURN RIGHT AT THE 1ST CROSS STREET ONTO S TIPPECANOE AVE 0.2 MI
USE THE LEFT 2 LANES TO TURN LEFT ONTO E CENTRAL AVE 0.9 MI
TURN RIGHT ONTO MOUNTAIN VIEW AVE 1.4 MI
TURN LEFT TO MERGE ONTO I-10 E 0.4 MI
TAKE CA-38 E TO 1N02 IN ANGELUS OAKS 51 MIN (27.1 MI)
TURN RIGHT ONTO 1N17
LATITUDE: 34°16'86.3"N
LONGITUDE: 116°82'29.9"W
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
DRAWN
DESIGNER
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
(R5)
2023 CA FS TROPICAL
STORM HILARY ROAD
1N17 M.P. 0.2 AND M.P. 0.4
SAN BERNARDINO
NATIONAL FOREST
MOUNTAINTOP RANGER
DISTRICT
VICINITY MAP
month/year
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
G-02
SHEET 2 OF 10
PACIFIC SOUTHWEST REGION
NFSR 1N17 M.P. 0.2
NFSR 1N17 M.P. 0.4
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
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
(R5)
2023 CA FS TROPICAL
STORM HILARY ROAD
1N17 M.P. 0.2 AND M.P. 0.4
SAN BERNARDINO
NATIONAL FOREST
MOUNTAINTOP RANGER
DISTRICT
SUMMARY OF
ESTIMATED QUANTITIES
month/year
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
G-03
SHEET 3 OF 10
PACIFIC SOUTHWEST REGION
GENERAL NOTES:
1. REFER TO APPLICABLE SECTIONS OF "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS,
2. MAINTAIN ALL CONSTRUCTION STAKING ON THE PROJECT, UNTIL FINAL INSPECTION AND ACCEPTANCE.
3. AGGREGATE SHALL BE FROM A CERTIFIED WEED FREE SOURCE. PROVIDE CONTRACTING OFFICER WRITTEN NOTIFICATION OF PROPOSED MATERIAL
(FP-14)," AND ATTACHED FOREST SERVICE FP-14 SUPPLEMENTAL SPECIFICATIONS (FSSS) FOR CONTRACT SPECIFICATIONS.
SOURCE 30 DAYS PRIOR TO USE, AS REQUIRED IN FSSS 105.02(c).
4. CONSTRUCTION TOLERANCE D FOR ALL RECONSTRUCTION WORK.
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
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
(R5)
2023 CA FS TROPICAL
STORM HILARY ROAD
1N17 M.P. 0.2 AND M.P. 0.4
SAN BERNARDINO
NATIONAL FOREST
MOUNTAINTOP RANGER
DISTRICT
month/year
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
G-04
SHEET 4 OF 10
PACIFIC SOUTHWEST REGION
GENERAL NOTES
CLEARING
CLEARING & GRUBBING: TREES MAY BE FELLED ON GOVERNMENT LAND OUTSIDE THE CLEARING LIMITS. TREATMENT
OF SLASH SHALL BE BY METHOD F, SCATTERING. STUMPS SHALL BE POSITIONED SUCH THAT THEY WILL NOT ROLL
ONTO ROADBED OR INTO ROAD DITCH. SLASH SHALL NOT BE DISPOSED OF (1) WITHIN ANY DEFINED STREAM
CHANNEL OR (2) WITHIN ANY MARKED BOUNDARIES OF A PROTECTED STREAM. PROTECTED STREAMS ARE SHOWN ON
SALE AREA MAP IN TIMBER SALE CONTRACT. A DEFINED STREAM CHANNEL IS ANY CONTINUOUS CHANNEL WHICH
EXHIBITS EVIDENCE OF REGULAR ANNUAL SCOUR. EQUIPMENT SHALL NOT BE OPERATED WITHIN ANY STREAM
CHANNEL EXCEPT AS ESSENTIAL IN CONSTRUCTION OF ROADS.
GRUBBING OF UNDISTURBED STUMPS IN EMBANKMENT AREAS IS NOT REQUIRED UNLESS THEY EXTEND MORE THAN
12" ABOVE THE ORIGINAL GROUND (MEASURED FROM THE UPHILL SIDE) OR ARE CLOSER THAN 24" TO THE FINISHED
SUBGRADE OR 12" TO ANY SLOPE SURFACE.
NO MEASUREMENT SHALL BE MADE FOR CONSTRUCTION OF LOG LANDINGS, BUT THEY WILL BE CONSIDERED A
SUBSIDIARY OBLIGATION BY THE CONTRACTOR.
UTILIZATION OF TIMBER: MERCHANTABLE TIMBER FROM GOVERNMENT LAND IS DEFINED AS THAT TIMBER MARKED
WITH PAINT BOTH ON THE STUMP AND AT EYE LEVEL. TREES SHALL BE FELLED BY SAWING, SHEARING, OR BY
PUSHING THE TREE OVER. ALL TREES SHALL BE CUT SO AS TO LEAVE A STUMP HEIGHT OF 12" OR LESS. THE LOG
SHALL BE LIMBED AND TOPPED AT A POINT WHERE THE INSIDE BARK DIAMETER IS NO MORE THAN 3.5".
FOR PUBLIC WORKS CONTRACT: MERCHANTABLE TIMBER SHALL BE HAULED TREE LENGTH TO THE LOG DECK(S)
SHOWN ON THE DRAWINGS. ALL MERCHANTABLE TIMBER SHALL BE DECKED NO MORE THAN 10 CALENDER DAYS
AFTER FELLING. DECKED LOGS SHALL BE STACKED PARALLEL WITH ALL BUTT ENDS FACING THE SAME DIRECTION
AND STACKED A MINIMUM OF 6 LOGS HIGH. THESE STACKS SHALL BE PARALLEL TO THE ROAD WITH THE BUTTS
POINTED IN THE DIRECTION OF HAUL. THERE MUST BE ROOM ON THE DECK AT THE BUTTEND OF LOGS, FOR A LOADER
TO OPERATE SAFELY AND EFFICIENTLY. THE ROAD CONTRACTOR SHALL PROVIDE THE TIMBER PURCHASER ACCESS
TO THE LOG DECK(S) SHOWN ON THE DRAWINGS FOR THE PURPOSE OF REMOVING THE RIGHT-OF-WAY TIMBER. BY
MUTUAL AGREEMENT BETWEEN THE CONTRACTOR AND THE TIMBER PURCHASER, ALL FELLED TIMBER MEETING
UTILIZATION STANDARDS MAY BE MADE AVAILABLE TO THE TIMBER PURCHASER IN LENGTHS AND AT LOCATIONS
WITHIN THE CONSTRUCTION LIMITS AS AGREED TO BETWEEN THE TWO PARTIES. THE TIMBER PURCHASER MUST
RECEIVE WRITTEN APPROVAL FROM THE FOREST SERVICE PRIOR TO REMOVAL OF ANY TIMBER. NOTHING HEREIN
SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR OF ANY RESPONSIBILITY FOR REPAIRING, AT HIS EXPENSE, DAMAGES THAT MAY OCCUR AS A RESULT OF HIS AUTHORIZING THE TIMBER PURCHASER USE OF THE ROAD FOR
REMOVAL OF RIGHT-OF-WAY TIMBER PRIOR TO FINAL ACCEPTANCE BY THE GOVERNMENT.
EXCAVATION
CONSTRUCTION TOLERANCES: ALL DITCHES AND DRAINAGE DIPS SHALL BE CONSTRUCTED TO FLOW IN THE
DIRECTION SHOWN ON THE DRAWINGS OR DESIGNATED ON THE GROUND. STUMP HOLES WITHIN OR ADJACENT TO
THE ROADBED SHALL BE BACKFILLED TO PREVENT PONDING OF WATER. FILL SLOPES, WITHIN 50' OF PIPES OR WHERE
THE DEPTH OF FILL IS MORE THAN 5' SHALL NOT BE STEEPER THAN SHOWN ON TYPICAL SECTIONS. IN OTHER AREAS, FILL SLOPES MAY BE NO MORE THAN 10% STEEPER THAN SHOWN. TOLERANCE CLASS (E).
SEEDING & MULCHING
SEEDING AND MULCHING SHALL BE COMPLETED ON ALL REQUIRED AREAS OF INDIVIDUAL ROADS WITHIN 10 DAYS
AFTER EXCAVATION FOR THE ROAD IS COMPLETED.
BORROW
UNLESS OTHERWISE NOTED BORROW MATERIAL IS NOT AVAILABLE ON SITE AND SHALL BE OBTAINED FROM PRIVATE
SOURCES
ROAD
CONSTRUCTION
AHEAD
TYPE III MOVABLE BARRICADE
W20-3 MOVABLE BARRICADE
GENERAL NOTES
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
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
2023 CA FS TROPICAL
STORM HILARY ROAD
1N17 M.P. 0.2 AND M.P. 0.4
SAN BERNARDINO
NATIONAL FOREST
MOUNTAINTOP RANGER
DISTRICT
month/year
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
C-01
SHEET 5 OF 10
(R5)
PACIFIC SOUTHWEST REGION
CONSTRUCTION DIAGRAM
NFSR 1N17 M.P. 0.2
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
4" NEW ASPHALT
DESIGNER
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
2023 CA FS TROPICAL
STORM HILARY ROAD
1N17 M.P. 0.2 AND M.P. 0.4
SAN BERNARDINO
NATIONAL FOREST
MOUNTAINTOP RANGER
DISTRICT
month/year
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
C-02
SHEET 6 OF 10
(R5)
PACIFIC SOUTHWEST REGION
CONSTRUCTION DIAGRAM
NFSR 1N17 M.P. 0.4
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
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
2023 CA FS TROPICAL
STORM HILARY ROAD
1N17 M.P. 0.2 AND M.P. 0.4
SAN BERNARDINO
NATIONAL FOREST
MOUNTAINTOP RANGER
DISTRICT
month/year
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
D-01
SHEET 7 OF 10
(R5)
PACIFIC SOUTHWEST REGION
CRUSHED AGGREGATE 4" DEEP
SCREENED AGGREGATE 4" DEEP
PIT RUN AGGREGATE 6" DEEP
NF AGGREGATE 12" DEEP UNLESS
OTHER WISE NOTED ON DRAWINGS
AGGREGATE SURFACING DETAIL
N.T.S.
NOTE:-ROAD WITH AGGREGATE :
· AGGREGATE QUANTITIES ARE COMPACTED IN PLACE VOLUMES.
· AGGREGATE QUANTITIES INCLUDE MATERIAL FOR FULL WIDTH OF CURVE
WIDENING, RAMPS, INTERSECTIONS, AND DIPS.
· UNLESS OTHERWISE NOTED, AGGREGATE IS NOT AVAILABLE ONSITE AND
APPRAISED FROM PRIVATE SOURCES.
N.T.S.
BUBBLE TURNAROUND
ROAD
TURNAROUND
ROAD
C
L
C
L
R O
A D
INTERSECTION
4" AGGREGATE 48 TON 6"
AGGREGATE 71 TON
(AS SHOWN)
4" AGGREGATE 60 TON 6"
AGGREGATE 90 TON
(AS SHOWN)
4" AGGREGATE 26 TON 6"
AGGREGATE 40 TON
(AS SHOWN)
NOT TO SCALE
DIRECTION OF HAUL
DIRECTION OF HAUL
ROAD
SKEWED RAMP
RAMP
DOUBLE LANE
TURNOUT
ROAD
C
L
C
L
C
L
C
L
ROAD
ROAD
4" AGGREGATE 19 TON 6"
AGGREGATE 28 TON
(AS SHOWN)
4" AGGREGATE 19 TON 6"
AGGREGATE 28 TON
(AS SHOWN)
4" AGGREGATE 21 TON 6"
AGGREGATE 31 TON
(AS SHOWN)
4" AGGREGATE 21 TON 6"
AGGREGATE 31 TON
(AS SHOWN)
*NOTE: QUANTITIES SHOWN ARE BASED UPON A 12' TRAVELED WAY
WIDTH. DIMENSIONS SHOWN ARE TRAVELED WAY
AGGREGATE
NOTES & DETAILS
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
%%UTURNAROUND, RAMP, TURNOUT, AND DOUBLE LANE DETAILS
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
2023 CA FS TROPICAL
STORM HILARY ROAD
1N17 M.P. 0.2 AND M.P. 0.4
SAN BERNARDINO
NATIONAL FOREST
MOUNTAINTOP RANGER
DISTRICT
month/year
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
D-02
SHEET 8 OF 10
(R5)
PACIFIC SOUTHWEST REGION
DITCHING &
RIP-RAP DETAILS
SHOULDER
2' INLET
BASIN
3:1 SLOPE
N.T.S.
NOTES:
1. THE SLOPE OF LEAD-OFF DITCHES SHALL BE CONSTRUCTED TO A MINIMUM OF -1% FOR A MINIMUM OF 50'.
2. DITCH BLOCK WILL NOT BE REQUIRED WHEN INLET BASIN IS IN A SAG.
3. DITCH BLOCK ELEVATION SHALL BE 4" LOWER THAN THE ADJACENT SUBGRADE ELEVATION.
4. DITCHES SHALL BE CONSTRUCTED AT LOCATIONS SHOWN.
5. * ROADWAY DITCH AS SHOWN ON TYPICAL SECTIONS.
L
E
O
F
I T
C
H
* DITCH
* DITCH
TOP OF CUT
W
I
N
G
T
C
H
* DITCH
W
I
N
G
D
I
T
C
H
F L O
W
T
T
C
H
T
L
L
GRADE
GRADE
E X
I S
T I N
G
D
R A
I N
T
L
L
T
P
C
U
T
GRADE
B L O
C K
D I T
C H
F
L
O
W
WING DITCH
DITCH BLOCK
G
R
A
T
R
A
I N
SHOULDER
LEAD OFF DITCH
FLAT BOTTOM DITCH
NOTES:
1. SECTION VIEW APPLIES WHERE RIPRAP IS REQUIRED WITH OR WITHOUT CULVERT
INSTALLATIONS. WHERE CULVERTS ARE REQUIRED SEE FRONT ELEVATIONS FOR
LENGTH. WHERE CULVERTS ARE NOT REQUIRED RIPRAP SHALL BE PLACED TO
SUBGRADE ELEVATION FOR LENGTH SHOWN ON THE PLAN.
2. RIPRAP CLASS 3, PLACEMENT METHOD A IS REQUIRED. GRADATION SHALL BE AS
REQUIRED IN STANDARD SPECIFICATION TABLE 705-1, WHICH IS AS FOLLOWS:
PERCENT OF ROCK RANGE OF INTERMEDIATE
EQUAL OR SMALLER WEIGHT DIMENSIONS
BY COUNT, Dx (POUNDS) (INCHES)
100 750-1600 21-27
85 270-560 15-19
50 110-220 11-14
15 42-81 8-10
3. D = DIAMETER FOR ROUND PIPE, R & S = RISE AND SPAN FOR PIPE ARCH.
4. FOR MULTIPLE PIPE INSTALLATIONS, RIPRAP WILL BE CONTINUOUS BETWEEN
BARRELS.
5. GEOTEXTILES SHALL BE PLACED UNDER RIPRAP IN ALL INSTALLATIONS AND SHALL
MEET THE REQUIREMENTS FOR TYPE IV-D OF SECTION 714.01 OF THE SPECIFICATIONS.
GEOTEXTILE SHALL BE NONWOVEN. PAYMENT FOR GEOTEXTILES IS INCLUDED IN PAY
ITEM 251.16.
6. IN NARROW CHANNELS, ADJUST ROCK TO FIT STREAMBANKS.
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
%%UDITCHING DETAILS
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
%%UINLET SECTION VIEW
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
%%UOUTLET SECTION VIEW
AutoCAD SHX Text
WIDTH SEE INLET
AutoCAD SHX Text
OUTLET ELEVATION SINGLE BARREL CULVERT
AutoCAD SHX Text
FRONT ELEVATION DOUBLE BARREL CULVERT
AutoCAD SHX Text
FRONT ELEVATION SINGLE BARREL CULVERT
RIPRAP DETAIL
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
2023 CA FS TROPICAL
STORM HILARY ROAD
1N17 M.P. 0.2 AND M.P. 0.4
SAN BERNARDINO
NATIONAL FOREST
MOUNTAINTOP RANGER
DISTRICT
month/year
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
D-03
SHEET 9 OF 10
(R5)
PACIFIC SOUTHWEST REGION
TEMPLATE, TYPICAL
SECTION DETAILS
C L E
A R
I N
G
L I M
I T
S
NOTES:
1. ROADBED SHALL BE RECONSTRUCTED TO THE MINIMUM WIDTH SHOWN ON THE CONSTRUCTION DIAGRAM SHEETS. WHERE THE
EXISTING ROADBED IS WIDER THAN SHOWN, THE ENTIRE WIDTH OF THE EXISTING ROADBED SHALL BE RECONSTRUCTED.
2. DITCH DEPTH IS MEASURED FROM THE SUBGRADE.
3. ALL ROCK PROTRUDING FROM THE DITCH INSLOPE SHALL BE REMOVED.
4. CROWN AND SUPERELEVATION SHALL BE APPLIED. CROWN RATE SHALL BE 3%. SUPERELEVATION RATE SHALL BE
" PER FOOT.
5. ALL ROCK PROTRUDING FROM THE SUBGRADE MORE THAN 1" SHALL BE REMOVED BEFORE PLACING SURFACING.
6. RECONSTRUCTION INCLUDES THE RECONSTRUCTION OF ALL EXISTING WING DITCHES, LEAD-OFF DITCHES, CULVERT INLETS AND OUTLETS FROM EXISTING
AND NEW PIPE INSTALLATIONS TO ENSURE DRAINAGE OF -1% FOR A MINIMUM OF 50'.
7. CLEARING SHALL INCLUDE ALL LIMBS HANGING OVER THE CLEARING LIMITS TO A CLEAR HEIGHT OF 14' ABOVE THE ROAD SURFACE.
8. SEE THE CONSTRUCTION DIAGRAM SHEETS FOR SURFACING WIDTHS AND OTHER DETAILS.
9. ADDITIONAL WIDTH FOR FILL WIDENING SHALL BE AS FOLLOWS:
*FILL SLOPE
*V-DITCH
RECONSTRUCTION DITCH/FILL SLOPE
TEMPLATE, TYPICAL SECTION #1
NOT TO SCALE
* RECONDITION EITHER FILL SLOPE AND/OR
DITCH, PER FIELD CONDITIONS.
C L E
A R
I N
G
L I M
I T
S
BACKSLOPE ROUNDING 24"
EACH WAY FROM CATCH POINT.
"I" SERVICE LEVEL RD. ONLY
C L E
A R
I N
G
L I M
I T
S
NOT TO SCALE
RECONSTRUCTION OUTSLOPE TEMPLATE, TYPICAL SECTION #3
M
X
OUTSLOPE
2% - 4
LINEAR GRADING OUTSLOPE TEMPLATE, TYPICAL SECTION #4
LINEAR GRADING DITCH TEMPLATE, TYPICAL SECTION #2
NOT TO SCALE
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 1:1
NOT TO SCALE
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
6/1 4/2
4 1 0:
C
RW
AD
E C:
\U
SE
RS
\C
RW
AD
E\
ON
ED
RI
VE
US
DA
\D
OC
UM
EN
TS
\S
AN
B
ER
NA
DI
NO
\M
AI
NT
AN
EN
CE
T S\
RO
AD
S
AP
PR
OV
ED
F
OR
E
RF
O
-0
7-
\1N
\T
EM
PL
AT
E
TS
R
OA
D
PL
AN
S 1N
M
P
-0 4-
-1
6-
.D
W G;
2023 CA FS TROPICAL
STORM HILARY ROAD
1N17 M.P. 0.2 AND M.P. 0.4
SAN BERNARDINO
NATIONAL FOREST
MOUNTAINTOP RANGER
DISTRICT
month/year
ARCHIVE NO.
ARCHIVE_NUMBER
DRAWING TITLE
D-04
SHEET 10 OF 10
(R5)
PACIFIC SOUTHWEST REGION
TEMPLATE, TYPICAL
SECTION DETAILS
CLEARING AND GRUBBING DETAILS
CLEARING LIMITS
TYPICAL
CONSTRUCTION NOTES:
CLEARING
HEIGHT
TRAVEL
WAY
FILL SLOPE
BACKSLOPE
SIGHT DISTANCE
SEE NOTE
ROADSIDE CLEARING
SEE NOTE 1
ROADSIDE CLEARING
SEE NOTE 2
SIGHT DISTANCE
NO SCALE
1. DURING CLEARING OPERATIONS, ALL VEGETATION WITHIN THE TRAVEL AND 3 FT
OF THE SHOULDER SHALL BE REMOVED. GRUB DEEP ENOUGH TO REMOVE STUMPS
2. BRANCHES ON REMAINING TREES SHALL BE TRIMMED FROM GROUND LEVEL TO
A CLEARING HEIGHT LIMIT OF 14 FEET ABOVE THE ROADBED OR TO A LIMIT OF
60% OF THE TREE'S HEIGHT, WHICHEVER IS LESS. LIMBS OF VEGETATION SHALL
BE CUT SO AS TO NOT PROTRUDE WITHIN THE CLEARING LIMIT.
14-foot
ROOTS, BURIED LOGS, AND OTHER VEGETATION DEBRIS WITHIN CLEARING LIMIT.
N.T.S.
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
| Sheets and Views |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-TITLE |
| OLE7 |
| OLE8 |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-G-02 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-G-03 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-G-04 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-C-01 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-C-02 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-D-01 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-D-02 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-D-03 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| TEMPLATE TS ROAD PLANS 1N17 mp 02-04- 05-16-2024-D-04 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
File details come from the government source that posted it. Updated .