3.1 Road Plans - 1N02 & 1N05.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

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-13 RECONSTRUCTION SUMMARIES

D-01 AGGREGATE NOTES & DETAILS

D-03 DITCHING & RIP-RAP DETAILS

D-04 TEMPLATE, TYPICAL SECTION

DETAILS

D-05 ROLLING DRAINAGE DIP & NATURAL

FORD DETAILS

D-06 CULVERT INSTALLATION DETILS

D-07 TYPICAL CULVERT DETAILS

D-08 TYPICAL CULVERT DETAILS

D-09 TYPICAL OVERSIDE DRAIN DETAILS

D-10 OVERSIDE DRAIN INSTALLATION

DETAILS

D-11 CLEARING AND GRUBBING DETAIL

(R05) PACIFIC SOUTHWEST

SAN BERNARDINO NATIONAL FOREST

SHEET 1 of 20

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 (36.7 MI)

TURN RIGHT ONTO 1N02

LATITUDE: 34°09'43.8"N

LONGITUDE: 116°47'08.8"W

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DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

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(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

VICINITY MAP

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

G-02

SHEET 2 OF 20

PACIFIC SOUTHWEST REGION

1N05

1N02

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CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

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(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

SUMMARY OF

ESTIMATED QUANTITIES

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

G-03

SHEET 3 OF 20

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

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

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(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

G-04

SHEET 4 OF 20

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 IS INCIDENTAL TO PAY ITEM 15101

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

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2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-01

SHEET 5 OF 20

(R5)

PACIFIC SOUTHWEST REGION

CONSTRUCTION DIAGRAM

NFSR 1N02 M.P. 0.10

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NFSR 1N02 SITE #2

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NFSR 1N02 SITE #1

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GATE

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24"X30' CULVERT

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

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30 C.Y GROUT

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268 TON RIPRAP

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CUT EXISTING ASPHALT AND REMOVE ALL DAMAGE ASPHALT

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10' DEEP

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NFSR 1N02 SITE #1

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NFSR 1N02

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NFSR 1N02

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NFSR 1N02

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CUT EXISTING ASPHALT AND REMOVE ALL DAMAGE ASPHALT

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END ASPHALT @ STA, 2+00STA, 2+00

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900 C.Y FILL.

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CUT EXISTING ASPHALT AND REMOVE ALL DAMAGE ASPHALT

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ROAD FAILED

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BEGIN ASPHALT @ STA, 2+75STA, 2+75

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BROKEN ASPHALT

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BROKEN ASPHALT

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15 C.Y GROUT

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134 TON RIPRAP

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450 C.Y FILL.

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10' DEEP

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END ASPHALT @ STA, 4+25STA, 4+25

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ASPHALT 76 TONS

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2" NEW ASPHALT

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2" NEW ASPHALT

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ASPHALT 57 TONS

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NOTE: TRAFFIC CONTROL IS INCIDENTAL TO PAY ITEM 15101

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29 (AREA MEASURED FROM CAD DESIGN) X 200' = 5800 C.F / 27 = 215 C.Y. X 1.4 = 301

TONS

29 X 150' = 4350 C.F / 27 = 161 C.Y. X 1.4 = 226 TONS

24' X 150' X 0.167' = 601.2 C.F. /27 = 22.27 C.Y. X 2.025 = 45.09 TONS X 1.25

(COMPACTION) = 57 TONS

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

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2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-02

SHEET 6 OF 20

(R5)

PACIFIC SOUTHWEST REGION

CONSTRUCTION DIAGRAM

NFSR 1N02 M.P. 0.10

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NATURAL GROUND

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WASHOUT LINE

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OUTSLOPE 2% - 4%

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FILL MATIRIAL

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CATCH POINT

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RIPRAP

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RIP-RAP

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2" ASPHALT FOR STA, 0+00-2+00 STA. 2+75-4+25

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SUBGRADE

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1.5:1 MAX

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CLEARING

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ASPHALT SURFACE

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SELECT FILL

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GROUT 30 C.Y.

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GEO-TEXTILE 220 SY

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241 TONS

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SECTION "A"

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AT STA. 0+85

AutoCAD SHX Text REMOVE ALL DEBRIS AND UNSUITABLE MATERIAL IN CREEK CUT EXISTING ASPHALT AND REMOVE ALL DAMAGE ASPHALT. DEBRIS TO BE REMOVED OFF FOREST. SELECT FILL 900 C.Y. ROAD RECONSTRUCTION 200 FEET CRUSHED AGGREGATE BASE 29 (AREA MEASURED FROM CAD DESIGN) X 200' = 5800 C.F / 27 = 215 C.Y. X 1.4 = 301 2" ASPHALT FOR STA, 0+00-2+00 24' X 200' X 0.167' = 802 C.F. /27 = 30 C.Y. X 2.025 = 60.12 TONS X 1.25 (COMPACTION) = 76 TONS A) RIP-RAP 268 TONS GROUT 30 C.Y. GEO-TEXTILE 220 SY

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NATURAL GROUND

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WASHOUT LINE

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OUTSLOPE 2% - 4%

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FILL MATIRIAL

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CATCH POINT

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RIPRAP

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RIPRAP

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2" ASPHALT FOR STA, 0+00-2+00 STA. 2+75-425

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SUBGRADE

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1.5:1 MAX

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CLEARING

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ASPHALT SURFACE

AutoCAD SHX Text REMOVE ALL DEBRIS AND UNSUITABLE MATERIAL IN CREEK CUT EXISTING ASPHALT AND REMOVE ALL DAMAGE ASPHALT. DEBRIS TO BE REMOVED OFF FOREST. SELECT FILL 450 C.Y. ROAD RECONSTRUCTION 150 FEET CRUSHED AGGREGATE BASE 29 X 150' = 4350 C.F / 27 = 161 C.Y. X 1.4 = 226 TONS 2" ASPHALT FOR STA, 2+75-4+25 24' X 150' X 0.167' = 601.2 C.F. /27 = 22.27 C.Y. X 2.025 = 45.09 TONS X 1.25 RIP-RAP 134 TONS GROUT 15 C.Y. GEO-TEXTILE 110 SY

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SELECT FILL

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GROUT 15 C.Y.

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GEO-TEXTILE 110 SY

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120 TONS

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SECTION "B"

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AT STA. 3+50

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CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

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OH

OO

C :\U

SE

RS

\C

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OH

OO

\O

NE

DR

IV

E

- U

SD

A\

DO

CU

ME

NT

S\

RO

AD

S\

FY

\E

RF

O\

TS

H

IL

AR

Y

ER

FO

\1N

A

ND

1N

\T S

RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-06

SHEET 7 OF 20

PACIFIC SOUTHWEST REGION

CONSTRUCTION DIAGRAM

NFSR 1N05 M.P. 0.07

STA. 0+00

BEGIN ROAD

LINEAR GRADING

& SELECT FILL

INTERSECTION

1N02 & 1N05

STA. 1+25

INSTALL

NEW ROLLING DIP

STA.6+00

INSTALL

NEW ROLLING DIP

STA.8+20

EXIST. GATE

END SELECT FILL

STA.15+00

BEGIN ROAD

RECONDITIONING

STA.9+20

BEGIN

SELECT FILL

STA.12+75

INSTALL

NEW NATIVE

FORD

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

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

:4

9 C

SO

OH

OO

C :\U

SE

RS

\C

SO

OH

OO

\O

NE

DR

IV

E

- U

SD

A\

DO

CU

ME

NT

S\

RO

AD

S\

FY

\E

RF

O\

TS

H

IL

AR

Y

ER

FO

\1N

A

ND

1N

\T S

RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-07

SHEET 8 OF 20

PACIFIC SOUTHWEST REGION

CONSTRUCTION DIAGRAM

NFSR 1N05 M.P. 0.65 & 0.79

STA.34+00

REMOVE DEBRIS

110 C.Y.

STA.41+90

REMOVE DEBRIS

120 C.Y.

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

0+

N

FS

R

N

NFSR 1N05

B.

O .P

NFSR 1N02

INTERSECTION

ROAD BED WASHED AWAY

FROM STA. 0+00 TO 15+00.

6,370 C.Y. SELECT FILL TO STA. 8+00

TO REESTABLISH ROADBED

24" X 40'

1+

CULVERT CURRENTLY 200'

DOWNSTREAM

10' C.W.

36" X 40'

6+

CULVERT WASHED

DOWNSTREAM

8+

EXIST. GATE

DRAIN

AGE

CONTINUED ROAD

WASHOUT, LARGE

DEBRIS 10

+1

7'14'

DRAIN

AGE

DRAIN

AGE

BOULDER FIELD AND WASH OUT 10 FEET DEPTH

FILL MATIRIAL

30 AREA X 200

6,000 / 27= 222 C.Y.

222 C.Y. X 1.25

COMPACTION 278

EXIST. GATE

CONTINUED ROAD

WASHOUT, LARGE

DEBRIS 10

+1

BEGAN 10' DEEP ROAD WASHOUT.

BOULDER FIELD. ROAD EXCAVATION

TO REDEVELOP ROAD PRISM.

8,380 C.Y. SELECT FILL STA. 10+00 TO 15+00

+0

NFSR 1N05 NFSR 1N05

TREE PILE

BOULDER FIELD AND WASH OUT 10 FEET DEPTH

FILL MATIRIAL

30 AREA X 200

6,000 / 27= 222 C.Y.

222 C.Y. X 1.25

COMPACTION 278

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

:4

9 C

SO

OH

OO

C :\U

SE

RS

\C

SO

OH

OO

\O

NE

DR

IV

E

- U

SD

A\

DO

CU

ME

NT

S\

RO

AD

S\

FY

\E

RF

O\

TS

H

IL

AR

Y

ER

FO

\1N

A

ND

1N

\T S

RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-08

SHEET 9 OF 20

PACIFIC SOUTHWEST REGION

0 2 3 4 5 6 7STATION 8 9 101

NOTE:

1. LINEAR REPRESENTATION ONLY.

10 12 13 14 15 16 17STATION 18 19 2011

CONSTRUCTION DIAGRAM

NFSR 1N05 M.P. 0.07

2. DEBRIS REMOVE PAY ITEM 20158

3. TRAFFIC CONTROL IS INCIDENTAL TO PAY ITEM 15101

EXISTING CONDITIONS

EXISTING CONDITIONS

AutoCAD SHX Text

ROADBED WASHED AWAY 4 FEET± ENTIRE ROAD WIDTH.FROM STA. 0+00 TO 8+00

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

ROADBED WASHED AWAY 18 INCHES± ENTIRE ROADWIDTH. FROM STA. 8+00 TO 10+00

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

ROADBED WASHED AWAY 18 INCHES± ENTIRE ROADWIDTH. FROM STA. 8+00 TO 10+00

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

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

:4

9 C

SO

OH

OO

C :\U

SE

RS

\C

SO

OH

OO

\O

NE

DR

IV

E

- U

SD

A\

DO

CU

ME

NT

S\

RO

AD

S\

FY

\E

RF

O\

TS

H

IL

AR

Y

ER

FO

\1N

A

ND

1N

\T S

RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-09

SHEET 10 OF 20

PACIFIC SOUTHWEST REGION

CONSTRUCTION DIAGRAM

NFSR 1N05 M.P. 0.07

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text

WASHOUT LINE

AutoCAD SHX Text

EXISTING NATURAL GROUND

AutoCAD SHX Text

EXISTING NATURAL GROUND

AutoCAD SHX Text

FILL LINE

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

REMOVE DEBRIS. FILL TO RE-ESTABLISH ORIGINAL ROAD ELEVATION

AutoCAD SHX Text

FILL MATIRIAL

AutoCAD SHX Text

REESTABLISH DITCH

AutoCAD SHX Text

40.0' CLEARING

AutoCAD SHX Text

SECTION "A"

AutoCAD SHX Text

AT STA. 0+00-8+00

AutoCAD SHX Text

EXISTING & PROPOSED

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text

SECTION "B"

AutoCAD SHX Text

AT STA. 10+00-15+00

AutoCAD SHX Text

WASHOUT & BOULDER DEBRIS FIELD. 10 FEET FROM ORIGINAL ROAD ELEVATION

AutoCAD SHX Text

WASHOUT LINE

AutoCAD SHX Text

WASHOUT LINE

AutoCAD SHX Text

EXISTING NATURAL GROUND

AutoCAD SHX Text

EXISTING NATURAL GROUND

AutoCAD SHX Text

FILL LINE

AutoCAD SHX Text

FILL LINE

AutoCAD SHX Text

REMOVE BOULDERS & DEBRIS. FILL TO RE-ESTABLISH ROAD

AutoCAD SHX Text

EXISTING

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

0+

N

FS

R

N

NFSR 1N05

B.

O

.P

NFSR 1N02

INTERSECTION

ROAD BED WASHED AWAY

FROM STA. 0+00 TO 15+00.

6,370 C.Y. SELECT FILL TO STA. 8+00

TO REESTABLISH ROADBED

RO

LL

IN

G

DI

P 10' C.W.

RO

LL

IN

G

DI

P

6+

8+

EXIST. GATE

DR

AI

NA

G

E

+1

BEGAN 10' DEEP ROAD WASHOUT.

BOULDER FIELD. ROAD EXCAVATION

TO REDEVELOP ROAD PRISM.

2,552 C.Y. SELECT FILL STA. 10+00 TO 15+00

9'18'

NFSR 1N05 NFSR 1N05

BOULDER FIELD AND WASH OUT 10 FEET DEPTH

1+

FO

RD

+7

59'18'

+1

BEGAN 10' DEEP ROAD WASHOUT.

BOULDER FIELD. ROAD EXCAVATION

TO REDEVELOP ROAD PRISM.

2,552 C.Y. SELECT FILL STA. 10+00 TO 15+00

NFSR 1N05 NFSR 1N05

BOULDER FIELD AND WASH OUT 10 FEET DEPTH

FO

RD

+7

59'18'

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

:4

9 C

SO

OH

OO

C :\U

SE

RS

\C

SO

OH

OO

\O

NE

DR

IV

E

- U

SD

A\

DO

CU

ME

NT

S\

RO

AD

S\

FY

\E

RF

O\

TS

H

IL

AR

Y

ER

FO

\1N

A

ND

1N

\T S

RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-10

SHEET 11 OF 20

PACIFIC SOUTHWEST REGION

0 2 3 4 5 6 7STATION 8 9 101

NOTE:

1. LINEAR REPRESENTATION ONLY.

10 12 13 14 15 16STATION 11 CONSTRUCTION DIAGRAM

NFSR 1N05 M.P. 0.07

2. DEBRIS REMOVE PAY ITEM 20158

3. TRAFFIC CONTROL IS INCIDENTAL TO PAY ITEM 15101

AutoCAD SHX Text

ROADBED WASHED AWAY 4 FEET± ENTIRE ROAD WIDTH.FROM STA. 0+00 TO 8+00

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

ROADBED WASHED AWAY 18 INCHES± ENTIRE ROADWIDTH. FROM STA. 8+00 TO 10+00

AutoCAD SHX Text E.O.P 15+00

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text E.O.P 15+00

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text

SECTION "C"

AutoCAD SHX Text

AT STA. 10+00-15+00

AutoCAD SHX Text

WASHOUT LINE

AutoCAD SHX Text

WASHOUT LINE

AutoCAD SHX Text

EXISTING NATURAL GROUND

AutoCAD SHX Text

EXISTING NATURAL GROUND

AutoCAD SHX Text

FILL LINE

AutoCAD SHX Text

FILL LINE

AutoCAD SHX Text

PROPOSED

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

+3

NFSR 1N05

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

:4

9 C

SO

OH

OO

C :\U

SE

RS

\C

SO

OH

OO

\O

NE

DR

IV

E

- U

SD

A\

DO

CU

ME

NT

S\

RO

AD

S\

FY

\E

RF

O\

TS

H

IL

AR

Y

ER

FO

\1N

A

ND

1N

\T S

RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-11

SHEET 12 OF 20

PACIFIC SOUTHWEST REGION

NOTE:

1. LINEAR REPRESENTATION ONLY.

CONSTRUCTION DIAGRAM

NFSR 1N05 M.P. 0.65

AutoCAD SHX Text

REMOVE 100 C.Y. DEBRIS RECONSTRUCT DIP

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text M.P. 0.65

AutoCAD SHX Text

AT STA. 34+30

AutoCAD SHX Text

OVERSIDE DRAIN DESTROYED

AutoCAD SHX Text

AND WASHED DOWN SLOPE

AutoCAD SHX Text

OVERSIDE DRAIN DESTROYED

AutoCAD SHX Text

EDGE OF TRAVELED WAY

AutoCAD SHX Text

NATURAL GROUND OR

AutoCAD SHX Text

FILL SLOPE

AutoCAD SHX Text

SECTION "A"

AutoCAD SHX Text

AT STA. 34+30

AutoCAD SHX Text

DAMAGE

AutoCAD SHX Text

AND WASHED DOWN SLOPE

AutoCAD SHX Text

ROAD MATERIAL

AutoCAD SHX Text

WASHED DOWN SLOPE

AutoCAD SHX Text

FILL MATIRIAL

AutoCAD SHX Text

50 AREA X 60

AutoCAD SHX Text 3,000 / 27= 111 C.Y.

AutoCAD SHX Text

111 C.Y. X 1.25 COMPACTION 139 C.Y.

AutoCAD SHX Text

10 FT. STANDARD LENGTH

AutoCAD SHX Text

BUILT-UP EARTH BERM

AutoCAD SHX Text

EDGE OF TRAVELED WAY

AutoCAD SHX Text

NATURAL GROUND OR

AutoCAD SHX Text

FILL SLOPE

AutoCAD SHX Text

SECTION "A"

AutoCAD SHX Text

RECONSTRUCT DIP

AutoCAD SHX Text

INSTALL NEW

AutoCAD SHX Text

OVSERSIDE DRAIN

AutoCAD SHX Text

FILL MATERIAL

AutoCAD SHX Text

AT STA. 34+30

AutoCAD SHX Text

PROP. REPAIR

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

+9

NFSR 1N05

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

:4

9 C

SO

OH

OO

C :\U

SE

RS

\C

SO

OH

OO

\O

NE

DR

IV

E

- U

SD

A\

DO

CU

ME

NT

S\

RO

AD

S\

FY

\E

RF

O\

TS

H

IL

AR

Y

ER

FO

\1N

A

ND

1N

\T S

RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

(R5)

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

C-12

SHEET 13 OF 20

PACIFIC SOUTHWEST REGION

CONSTRUCTION DIAGRAM

NFSR 1N05 M.P. 0.79

AutoCAD SHX Text

REMOVE 150 C.Y. DEBRIS RECONSTRUCT DIP

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text M.P. 0.79

AutoCAD SHX Text

AT STA. 41+90

AutoCAD SHX Text

OVERSIDE DRAIN DESTROYED

AutoCAD SHX Text

AND WASHED DOWN SLOPE

AutoCAD SHX Text

DRAINAGE

AutoCAD SHX Text

10 FT. STANDARD LENGTH

AutoCAD SHX Text

OVERSIDE DRAIN DESTROYED

AutoCAD SHX Text

EDGE OF TRAVELED WAY

AutoCAD SHX Text

NATURAL GROUND OR

AutoCAD SHX Text

FILL SLOPE

AutoCAD SHX Text

SECTION "A"

AutoCAD SHX Text

AT STA. 41+90

AutoCAD SHX Text

DAMAGE

AutoCAD SHX Text

AND WASHED DOWN SLOPE

AutoCAD SHX Text

ROAD MATERIAL

AutoCAD SHX Text

WASHED DOWN SLOPE

AutoCAD SHX Text

FILL MATIRIAL

AutoCAD SHX Text

21 AREA X 60

AutoCAD SHX Text 1,260 / 27= 47 C.Y.

AutoCAD SHX Text

47 C.Y. X 1.25 COMPACTION 59 C.Y.

AutoCAD SHX Text

10 FT. STANDARD LENGTH

AutoCAD SHX Text

BUILT-UP EARTH BERM

AutoCAD SHX Text

EDGE OF TRAVELED WAY

AutoCAD SHX Text

NATURAL GROUND OR

AutoCAD SHX Text

FILL SLOPE

AutoCAD SHX Text

SECTION "A"

AutoCAD SHX Text

RECONSTRUCT DIP

AutoCAD SHX Text

INSTALL NEW

AutoCAD SHX Text

OVSERSIDE DRAIN

AutoCAD SHX Text

FILL MATERIAL

AutoCAD SHX Text

AT STA. 41+90

AutoCAD SHX Text

PROP. REPAIR

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

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

:4

9 C

SO

OH

OO

C :\U

SE

RS

\C

SO

OH

OO

\O

NE

DR

IV

E

- U

SD

A\

DO

CU

ME

NT

S\

RO

AD

S\

FY

\E

RF

O\

TS

H

IL

AR

Y

ER

FO

\1N

A

ND

1N

\T S

RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

D-01

SHEET 14 OF 20

(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

5/1 /25

:4

9 C

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-0 6-

_R

EC

OV

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.D W

G;

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

D-02

SHEET 15 OF 20

(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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ROADBED

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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

5/1 /25

:4

9 C

SO

OH

OO

C :\U

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\C

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-0 6-

_R

EC

OV

ER

.D W

G;

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

D-03

SHEET 16 OF 20

(R5)

PACIFIC SOUTHWEST REGION

TEMPLATE, TYPICAL

SECTION DETAILS

C

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AR

IN

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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

C

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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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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ROADBED

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12" DITCH

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CATCH POINT

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EXISTING 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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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

5/1 /25

:4

9 C

SO

OH

OO

C :\U

SE

RS

\C

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OH

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\O

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- U

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A\

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NT

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TS

H

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AR

Y

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\1N

A

ND

1N

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RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

D-04

SHEET 17 OF 20

(R5)

PACIFIC SOUTHWEST REGION

"ROLLING" DRAINAGE DIP PERSPECTIVE

NOT TO SCALE

ROLLING DIP CONSTRUCTION DIMENSIONS REQ'D

AGGREGATE

(SPOT

GRAVELING

ONLY)

TYPE "1"

%GRADE

LENGTH DEPTH (H)

A B OUTSIDE

EDGE

INSIDE

EDGE "CRUSHED"

0-4% 18 55 0.9' 0.4' 24 CY

5-8% 16 85 0.8' 0.3' 32 CY

9-12% 15 110 0.7' 0.3' 43 CY

TYPE "2" (DRIVABLE WATER BAR) REQ'D

AGGREGATE

"CRUSHED"

(SPOT

GRAVELING

ONLY)

%GRADE

LENGTH DEPTH (H)

A B OUTSIDE

EDGE

INSIDE

EDGE

0-4% 6 20 1.5' 0.8' 10 CY

5-8% 6 20 1.5' 0.8' 10 CY

9-12% 8 28 1.5' 0.8' 13 CY

NOTE: DIMENSIONS ARE TO THE TOP OF THE COMPACTED

AGGREGATE SURFACE.

ROLLING DIP NOTES:

1. THE CROSS SLOPE OF THE ROADBED SHALL BE

MAINTAINED THROUGH THE DIP.

2. THE DRAIN LINE SHALL BE PERPENDICULAR TO THE

CENTERLINE OF THE ROADBED, UNLESS

OTHERWISE FLAGGED.

3. PLACE CLASS 2 OUTLET RIPRAP WHEN SHOWN ON

THE DRAWINGS. REFER TO OUTLET RIPRAP DETAILS

BELOW.

4. FOR DIPS ON AGGREGATE SURFACE ROADS, ADD

DEPTH OF COMPACTED SURFACE TO DIMENSION

(H).

5. WATER BAR AND DIP CONSTRUCTION TOLERANCES

SHALL BE IN ACCORDANCE WITH FPO3 204.13;

TOLERANCE CLASS A.

· ALL ROLLING DIPS SHALL BE CONSIDERED TYPE 1,

UNLESS OTHERWISE NOTED.

WATER BAR CONSTRUCTION NOTES:

1. WATER BARS ARE USUALLY CONSTRUCTED BY

ANGLE DOZERS. WATER BARS SHALL HAVE A

CLEAN OUTLET AND BE CONSTRUCTED SO THEY

WILL NOT FAIL THROUGH ALL WEATHER USE.

2. THE WATER BAR DRAIN LINE SHALL BE SKEWED 0°

TO 10°.

3. WATER BARS SHALL BE CONSTRUCTED SO THAT

DRAIN LINE EXCAVATION IS APPROXIMATELY 6"

INTO SOLID SOIL AND THE TOP OF COMPACTED

WATER BAR IS 12" ABOVE DRAIN LINE.

4. THE TOTAL LENGTH OF THE WATER BAR SHALL NOT

BE LESS THAN 16'

5. CROSS SLOPE OF THE DRAIN LINE SHALL BE

EQUIVALENT TO THE CROSS SLOPE OF THE ROAD

PLUS 2%.

6. CONTRACTOR MAY SUBSTITUTE TYPE 2 FOR TYPE I

ONLY WITH WRITTEN C.O.R./ER APPROVAL.

℄ DRAINAGE DIP PERSPECTIVE

LP

2 - 4%

DOWN

GRADE

3:1

CL

PROPOSED ROAD

(NOT TO SCALE)

2-4 %

NATURAL FORD DETAILS

N.T.S.

EXCAVATE MATERIAL AS NECESSARY TO

PROVIDE UNIFORM ROADBED AND

MATCH NATURAL GROUND ON THE

DOWNSTREAM SIDE WITH A MINIMUM

DISTURBANCE OF THE CHANNEL

EXCAVATE AS NECESSARY TO PROVIDE

UNIFORM GRADE IN AND OUT OF CHANNEL

SEE PROFILE WHERE APPLICABLE.

2-4 %

NOTES:

1. PAYMENT FOR CONSTRUCTION OF NATURAL FORD IS

INCLUDED IN PAY ITEM 303.

2. DISPOSE OF ALL EXCESS EXCAVATION OUTSIDE OF

STREAM CHANNEL WHERE STAKED BY THE

ENGINEER. ALL EXCESS EXCAVATION SHALL BE

SHAPED AND SLOPED TO DRAIN WITH SLOPES NO

STEEPER THAN 1:1.5. ALL DISPOSED AND

DISTURBED MATERIAL SHALL BE SEEDED AND

MULCHED AS PER SPECIFICATION 625.27.

3. SCREENED AGGREGATE SHALL BE GRADATION NF AS

SHOWN BELOW.

GRADE NF (NATURAL FORD)

SIEVE PERCENT PASSING

6" 90% 4" 40%

2" MAX. 10%

ROLLING DRAINAGE DIP

NATURAL FORD DETAILS

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10%%% MAX

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SUBGRADE

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GRAVEL SURFACE

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1.5:1 SLOPE MAX

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6% FOR 15' MIN (0.9')

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TOE

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(H) INSIDE

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CLASS II RIPRAP WHERE CALLED OUT ON PLANS

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SUBGRADE

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START DIP

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END DIP

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CREST

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MIDPOINT

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DRAIN LINE 0-10% ANGLE

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STATIONED ON PLANS

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EXTRA GRAVEL (IF NOTED) TO BE PLACED BELOW BASE

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LEAD OFF DITCH (IF REQUIRED)

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GRAVEL AS LISTED UNLESS OTHERWISE SHOWN ON PLANS

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LOCATE LOW POINT OF SAG AT CHANNEL TO MAINTAIN NATURAL FLOW

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SECTION

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%%UC PROFILE VIEW

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%%UPLAN VIEW

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NATURAL STREAM GRADE

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TAPER TO EXISTING

EXCAVATE 6" MIN PLACE NF MATERIAL PER PLAN PLACE EXCAVATED MATERIAL OVER NF AND MIX.(OR AS DIRECTED BY E.R.)

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

5/1 /25

:4

9 C

SO

OH

OO

C :\U

SE

RS

\C

SO

OH

OO

\O

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DR

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E

- U

SD

A\

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S\

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S\

FY

\E

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TS

H

IL

AR

Y

ER

FO

\1N

A

ND

1N

\T S

RO

AD

P

LA

NS

-0 6-

_R

EC

OV

ER

.D W

G;

2023 CA FS TROPICAL

STORM HILARY

SAN BERNARDINO

NATIONAL FOREST

MOUNTAINTOP RANGER

DISTRICT

month/year

ARCHIVE NO.

ARCHIVE_NUMBER

DRAWING TITLE

D-05

SHEET 18 OF 20

(R5)

PACIFIC SOUTHWEST REGION

TYPICAL

OVERSIDE DRAIN

DETAILS

INLET SECTION AND APRON

STARTER SECTION

FLUME

STARTER SECTION SIDE VIEW

STARTER SECTION PLAN VIEW

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SCHEDULE OF DIMENSIONS

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DIM. ITEM

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12" SIZE

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24" SIZE

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24" SIZE

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12" SIZE

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DIM. ITEM

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AutoCAD SHX Text

AutoCAD SHX Text 60 N

AutoCAD SHX Text 60 N

AutoCAD SHX Text

AutoCAD SHX Text 15-1/2

AutoCAD SHX Text 38-1/2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 7-3/4

AutoCAD SHX Text 19-1/4

AutoCAD SHX Text

AutoCAD SHX Text 7-1/4 N

AutoCAD SHX Text 12-1/2 N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 12-1/2x58-1/2 N

AutoCAD SHX Text 25-1/2x58-1/2 N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3-3/16

AutoCAD SHX Text 5-1/2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 10 N

AutoCAD SHX Text 10 N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 30-1/16 N

AutoCAD SHX Text 35-1/3 N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 24-7/8 N

AutoCAD SHX Text 37-3/4 N

AutoCAD SHX Text

AutoCAD SHX Text 10-1/2

AutoCAD SHX Text 23-1/2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 18 N

AutoCAD SHX Text 32-1/2 N

AutoCAD SHX Text

AutoCAD SHX Text 32-7/8 N

AutoCAD SHX Text 38-5/8 N

AutoCAD SHX Text

AutoCAD SHX Text 25-1/2 N

AutoCAD SHX Text 37-1/2 N

AutoCAD SHX Text

AutoCAD SHX Text 56-13/16 N

AutoCAD SHX Text 54-1/2 N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 11 N

AutoCAD SHX Text 24 N

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

ALL DIMENSIONS ARE INCHES, 'N' INDICATES NOMINAL DIMENSIONS.

AutoCAD SHX Text

INDICATED 'NOMINAL' DIMENSIONS WILL VARY WITH STOCK MATERIAL TOLERANCES.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

STANDARD LENGTH-10 LIN. FT.

AutoCAD SHX Text 0.0760

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

SPECIFICATIONS: (AASHTO & COMMERCIAL)

AutoCAD SHX Text

1. PIPE, CORRUGATED, IRON OR STEEL,

AutoCAD SHX Text

ZINC COATED…