3. Road Plans - 1N17.pdf

United States Department of Agriculture Forest Service

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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

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DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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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

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CHECKED

DATE

PROJECT NO.

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United States Department of Agriculture Forest Service

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(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.

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CHECKED

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(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

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REFLECTIVE SHEETING

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FLASHING LIGHT

NOTE W20-3 ONE 36"X36" W20-3 (PER MUTCD & S.H.S [STANDARD HIGHWAY SIGNS]) MOVABLE CONSTRUCTION SIGN WILL BE REQUIRED AT EACH END OF THE CONSTRUCTION ZONE TO NOTIFY THE PUBLIC DURING CONSTRUCTION ACTIVITIES. THE SIGNS SHALL BE MOUNTED A MINIMUM OF 12" ABOVE THE GROUND, AND SHALL BE PLACED WITHIN 500 FEET OF EACH CONSTRUCTION ZONE END. IF THE ROAD DEAD ENDS OR PUBLIC USE HAS BEEN OBSTRUCTED, ONLY ONE W20-3 WILL BE REQUIRED. THE ROAD SHALL NOT BE CLOSED FOR MORE THAN 2-HOURS WHEN USING THE W20-3. IF THE ROAD IS CLOSED FOR MORE THAN 2-HOURS LIMIT A TYPE III MOVABLE BARRICADE WILL BE REQUIRED IN LIEU OF THE W20-3. NOTE TYPE III ONE TYPE III MOVABLE BARRICADE WILL BE REQUIRED TO COMPLETELY CLOSE EACH 8' OF TRAVELED WAY WIDTH. SIGNS SHALL OBSCURE NO MORE THAN 50 PERCENT OF THE TOP 2 RAILS OR 33 PERCENT OF ALL THREE RAILS. SIGNS SHALL BE MOUNTED A MINIMUM OF 12" ABOVE THE GROUND. WHERE A BARRICADE ARRAY EXTENDS ACROSS A ROADWAY, THE STRIPES SHALL SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN OR PASS. WHERE BOTH RIGHT AND LEFT VEHICULAR MOVEMENTS ARE PROVIDED, THE STRIPES SHALL SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADE ARRAY. WHERE NO VEHICULAR MOVEMENTS ARE PROVIDED, THE STRIPES SHALL SLOPE DOWNWARD TOWARD THE CENTER OF THE BARRICADE ARRAY PAY FOR EITHER SIGN WOULD BE INCIDENTAL TO PAY ITEM 635.01

CHECKED

DATE

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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 225 CY. FOR DEBRIS ON ROAD FOR 240 FEET CLEAN CULVERT INLET PLUGGED RECONSTRUCT DITCH TO CULVERT TO WORK PROPERLY FLOW APPROX. 100 C.Y. OF DEBRIS REMOVED FOR EMERGENCY ACCESS

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24" CULVERT

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PLUGGED, CLEAN

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RECONSTRUCT 70 FEET

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OF DITCH TO CULVERT

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EXIST ROAD 1N17

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CAMPSITE PARKING

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EXIST ROAD 1N17

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EXIST ROAD 1N17

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4" NEW ASPHALT

DESIGNER

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DATE

PROJECT NO.

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United States Department of Agriculture Forest Service

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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

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EXISTING PARKING

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RIVER

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10' DEEP

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ROAD COMPLETELY

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GONE

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57%%C TREE

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EXIST ROAD 1N17

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EXIST ROAD 1N17

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LARGE TREE SHOULD BE

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BE REMOVED AS A

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HAZARD TREE. ROOT SPRUNG

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PROP. NEW ROAD CONSTRUCTION

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BEGIN ASPHALT @ STA, 0+00STA, 0+00

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END ASPHALT @ STA, 1+50STA, 1+50

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OBLITERATION OF EXISTING ROAD

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OBLITERATION OF EXISTING ROAD

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STABILIZE SLOPE 1.5H:1V

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CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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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

ROADCL

CL

R O

AD

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 LANETURNOUT

ROAD

CL CL

CLCL 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

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SUBGRADE

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BASE PER FP-14 SECT 303

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SLOPE

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SLOPE

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COMPACTED AGGREGATE

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PER FP-14 SECT 301

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STATION WORK LIST

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EDGE OF IMPROVEMENTS

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STATION SHOWN ON PLAN

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50' RADIUS (OR AS STAKED)

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SIGHT VISIBILITY ZONE CLEARING AS SHOWN (TYP)

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50' RADIUS (OR AS STAKED)

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PROJECT ENDING STATION

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30' RADIUS (TYP)

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STATION ON WORK LIST

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%%UTURNAROUND, RAMP, TURNOUT, AND DOUBLE LANE DETAILS

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STATIONS ON WORK LIST (DIAGRAM)

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STATIONS ON WORK LIST (DIAGRAM)

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28' RADIUS

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45' RADIUS

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STATION ON WORK LIST

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20' RADIUS

45' RADIUS

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/2 1/2

6 1 0:

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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.

LEAD

- O

FF D

ITC

H

* DITCH

* DITCH

TOP OF CUT

WING DITCH

* DITCH

W

IN

G

DITCH

FL

O

W

TOE DITCH

TOE OF FILL

GRADEGRADE

EX

IS

TI

N

G D

R

AI

N TOE OF FILL

TOP OF CUT

GRADE

BL

O

C K

D

IT

C H

FLO

W

WING DITCH

DITCH BLOCK

G R

AD

E TO

D R

AIN

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.

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%%UDITCHING DETAILS

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EXCAVATED MATERIAL

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ROADBED EDGE

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COMPACTED TO 95%±

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ROADBED

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NATURAL GROUND

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RIPRAP

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%%UINLET SECTION VIEW

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RIPRAP

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%%UOUTLET SECTION VIEW

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WIDTH = TO INLET RIP-RAP WIDTH

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WIDTH SEE INLET

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OUTLET ELEVATION SINGLE BARREL CULVERT

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FRONT ELEVATION DOUBLE BARREL CULVERT

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FRONT ELEVATION SINGLE BARREL CULVERT

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RIPRAP

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RIPRAP

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COMPACTED FILL

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RIPRAP DETAIL

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GEO TEXTILE

NTS

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/2 1/2

6 1 0:

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4-

-1 6-

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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

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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 14" - 12" 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:

1.5:1

3:1

*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

LE

AR

IN

G L

IM

IT

S

BACKSLOPE ROUNDING 24"

EACH WAY FROM CATCH POINT.

"I" SERVICE LEVEL RD. ONLY

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LE

AR

IN

G L

IM

IT

S

NOT TO SCALE

RECONSTRUCTION OUTSLOPE TEMPLATE, TYPICAL SECTION #3

1.5:1 MAX

OUTSLOPE

2% - 4%

LINEAR GRADING OUTSLOPE TEMPLATE, TYPICAL SECTION #4

LINEAR GRADING DITCH TEMPLATE, TYPICAL SECTION #2

NOT TO SCALE

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SUB GRADE

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CATCH POINT

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12" DITCH

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SUB GRADE

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AGGREGATE BASE IF APPLICABLE

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SUBGRADE

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ROADBED

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CATCH POINT

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OUTSLOPE

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NATURAL GROUND

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1:1MAX

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1:1MAX

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CATCH POINT

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CUT SLOPE

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CATCH POINT

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SUBGRADE

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NOT TO SCALE

AGGREGATE (IF APPLICABLE)

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/2 1/2

6 1 0:

C

SO

OH

OO

C

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\C

SO

OH

OO

\O

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S\

FY

\E

RF

O\

CH

AD

\1N

\T

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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.

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