4. Cone Peak Road Project Plans.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

FSR 20S05.3 STORM DAMAGE REPAIR

FROM BRADLEY, CA HEAD NORTH ON TO US HWY 101 NORTH. GET OFF AT EXIT 252 JOLON ROAD TOWARDS FORT HUNTER-LIGGETT. STAY ON JOLON ROAD FOR 21.3 MILES, TURN LEFT ON TO MISSION ROAD AND STAY ON THIS ROADWAY FOR 4 MILES. TAKE A SHARP LEFT TO STAY ON MISSION ROAD, THIS TURNS INTO NACIMIENTO - FERGUSSON ROAD. STAY ON NACIMIENTO - FERGUSSON ROAD FOR

17 MILES. TURN RIGHT ON TO FSR 20S05.3 (CONE PEAK ROAD) AND CONTINUE FOR 3 MILES

GREAT DIVIDE DISTRICT OFFICE

22223 STATE HIGHWAY 13

GLIDDEN, WI 54527

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER DATE

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

CALIFORNIA

MONTEREY COUNTY

(R05) SOUTTHWEST PACIFIC REGION

LOS PADRES NATIONAL FOREST

MONTEREY RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-101 COVERSHEET 01/11/25

C-102 SITE 2 SITE PLAN 01/11/25

C-103 SITE 2 RSS CROSS SECTION, CULVERT ALIGNMENT AND DRAIN

DETAILS 01/11/25

C-104 SITE 2 REINFORCED SOIL SLOPE 01/11/25

C-105 SITE 2 CULVERT DETAILS 01/11/25

C-106 DOWNDRAIN DETAILS 01/11/25

C-107 DOWNDRAIN ANCHOR ASSEMBLY DETAILS 01/11/25

C-108 DROP INLET DETAILS 8/25/2025

C-109 EROSION CONTROL DETAILS 8/25/2025

SITE 2

+5

+0

+5

+0

14+50

15+00

15+50

16+00

16+50

17+00

17+50

18+00

PROP. 24" X 32' CULVERT

PROP DROP INLET 48"X48"

TYPE "A" INLET

PROP. REINFORCED SOIL SLOPE

END ROAD

RECONDITIONING.

ROAD ELEV. TO 3042

BEGIN ROAD

RECONDITIONING.

ROAD ELEV. TO 3042

PROP. 24" X 34' CULVERT

PROP DROP INLET 48"X48"

TYPE "A" INLET

10 C.Y. CLASS

2 RIP-RAP

10 C.Y. CLASS

2 RIP-RAP

PROP. 24" X 32' CULVERT

PROP DROP INLET 48"X48"

PROPOSED DOWNDRAIN 24" X 60'

TYPE "A" INLET'

200 C.Y. CLASS

2 RIP-RAP

SITE #2

200 C.Y. CLASS

EXCAVATE BASIN TO

ACCOMODATEDROP INLET.

FIELD ADJUSTMENT AS NEEDED

EXCAVATE BASIN TO ACCOMODATE

DROP INLET. FIELD ADJUSTMENT AS NEEDED

EXCAVATE BASIN TO ACCOMODATE

DROP INLET. FIELD ADJUSTMENT AS NEEDED

16.0' 75'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

SITE 2 SITE PLAN

XX/XX/XXXX

B.COUPE

B.COUPE

F.K.

C-102 2 09

No known control points. Actual locations shall be located in the field and staked by

Contractor. Staking to be approved by COR prior to commencement of 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

AutoCAD SHX Text E

EL

EV

AT

IO

N (F

EE

T)

OFFSET (FEET)

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70

ROADWAY ELEV.

ft.

SEE SLOPE DRAIN DETAILS

SLOPE SOLID PIPE 2% TO DAYLIGHT

200 C.Y. CLASS 2 RIP-RAP

EXISTING

TOPOGRAPHYGEO-COMPOSITE

ON BACK SLOPE

PROP. REINFORCED SOIL SLOPE

PLACE 4" SURFACE COURSE AGGREGATE.

MAINTAIN MIN. 1 FT COVER OVER RSS

SUBMIT DETAILS PER SECTION 261 FOR A

CONTRACTOR DESIGNED RSS

BURY TOE

MIN 4'

MAINTAIN MIN 2

FT COVER OVER

CULVERT. CULVERT CMP

24 IN, 35 FT

CULVERT CMP

DOWNDRAIN 24

IN, 58 FT

DROP INLET 48"X48"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

SITE 2 RSS CROSS

SECTION, CULVERT

ALIGNMENT DRAIN

DETAILS

01/11/2025

B.COUPE

B.COUPE

F.K.

C-103 3 09

SLOPE DRAIN DETAILS

AutoCAD SHX Text Single Sided Drainage Geocomposite - drainage face up

AutoCAD SHX Text 4" diameter double walled perforated HDPE pipe

AutoCAD SHX Text Granular backfill conforming to requirements outlined in Section 703.03 (a) of the FP-24.

AutoCAD SHX Text

SUBDRAIN DETAIL

AutoCAD SHX Text Dashed Lines indicate portions of geomcomposite which filter fabric is to be removed

AutoCAD SHX Text Mirafi filterweave fabric or equivalent monfilament.

AutoCAD SHX Text

SLOPE ON DRAINS SHALL BE APPROXIMATELY 2%

AutoCAD SHX Text

4" DIAM SOLID GALV STEEL OUTLET PIPE- EXTEND TO GROUND SURFACE

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

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

SITE 2 REINFORCED SOIL

SLOPE

01/11/2025

B.COUPE

B.COUPE

F.K.

C-104 4 09

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text 4 degrees on bench to direct drainage. Compact to 95% T180. Level up bench upon installing drain prior to construction of wall.

AutoCAD SHX Text

2 FEET

AutoCAD SHX Text

1 FOOT

AutoCAD SHX Text

EROSION CONTROL MAT

AutoCAD SHX Text REQUIRED MATERIALS: 1. DRAIN PIPE: For NON PERFORATED DAYLIGHTED SECTION, USE A NON-COMBUSTABLE PRODUCT SUCH AS STAINLESS STEEL OF GALVENIZED STEEL 2. GEOCOMPOSITE: USE DOUBLE SIDED DRAIN 3. HDPE FILTER FABRIC GEOTEXTILE: Use Mirafi monofilament (filterweave) or equivalent. 4. GEOGRID: Tensar UX1700 MSE or equivalent.or equivalent.

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

RIP-RAP 200 CU. YD.

AutoCAD SHX Text Mirafi Filter Weave

AutoCAD SHX Text Erosion Mat

AutoCAD SHX Text Mirafi Filter Weave

AutoCAD SHX Text Geogrid

AutoCAD SHX Text REQUIRED MATERIALS: 1. HDPE DRAIN PIPE: Non-perforated and perforated, double walled, 4" diameter HDPE pipe. Use Hancor Hi-Q or equivalent. 2. GEOCOMPOSITE: Use Aquadrain 20H on foundation with the drainage surface facing up or equivalent. 3. HDPE FILTER FABRIC GEOTEXTILE: Use Mirafi monofilament (filterweave) or equivalent. 4. WELDED WIRE RETAINING WALL: Hilfiker or equivalent. 5. GEOGRID: Tensar UX1700 MSE or equivalent.or equivalent.

AutoCAD SHX Text REINFORCED SOIL SLOPE - MAXIMUM SECTION PROVIDE RSS DESIGN AS PART OF PAY ITEM 261 - REINFORCED SOIL SLOPES

AutoCAD SHX Text

1:1.5 SLOPE

AutoCAD SHX Text CONSTRUCTION NOTES: 1. ALL OF THE MATERIALS THAT ARE ALL OF THE MATERIALS THAT ARE EXCAVATED FROM THE SLOPE WILL BE SALVAGED FOR THE CONSTRUCTION OF THE REINFORCED SOIL SLOPE, RETAINING WALL, AND BUILDING UP THE ROAD GRADE.THE REINFORCED SOIL SLOPE MUST BE CONSTRUCTED FIRST. 2. EXCAVATION MUST LEAVE IN 3 FT EXCAVATION MUST LEAVE IN 3 FT X 3FT BENCHES FOR INTERLOCKING OF EXISTING AND NEW FILL. 3. THE RIP-RAP KEY AT THE TOE OF THE RIP-RAP KEY AT THE TOE OF THE SLOPE IS 2 FT X 20 FT. 4 FT WILL EXTEND OUT FROM THE TOE OF THE SLOPE AND RUN UP THE SLOPE TO ELEV. 2994 FT. BOTTOM ELEV. OF THE RIP-RAP KEY IS 2988 FT. 4. THE BOTTOM LAYER OF THE THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE WILL BE AT ELEV. 2990 FT. 5. THERE ARE TWO REINFORCEMENTS THERE ARE TWO REINFORCEMENTS ON THE SLOPE; GEOGRID (25 FT LONG, PLACED IN 2 FT LIFTS), AND GEOFABRIC (5 FT LONG, PLACED IN 1 FT LIFTS BETWEEN THE GEOGRID LAYERS. 6. THE SLOPE OF SOLID PIPE THE SLOPE OF SOLID PIPE SECTION WILL DAYLIGHT AT A 2% SLOPE AT STATIONS 15+00, 15+35, 15+75. LENGTH OF PIPE NEEDED IS AT EACH STATION IS APPROXIMATELY 45 FT. FIELD VERIFY PRIOR TO INSTALLATION. 7. COMPACTION WILL BE TO 95%.COMPACTION WILL BE TO 95%.

AutoCAD SHX Text Geocomposite

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text

25 FEET

AutoCAD SHX Text

5 FEET

AutoCAD SHX Text Mirafi Filter Weave

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

DIAMETER

VARIES

12"MIN

COVER

NOTES - ALL ROADS:

1. THE OUTLETS OF ALL PIPE TO BE INSTALLED AND ALL EXISTING PIPE TO REMAIN SHALL BE CONSTRUCTED OR RECONSTRUCTED TO PROVIDE FOR A

MINIMUM OF A -1% DRAINAGE SLOPE AWAY FROM ALL CSP FOR A MINIMUM OF 50'. WHERE NECESSARY, CULVERTS SHALL HAVE A LEAD OFF DITCH OF SUFFICIENT LENGTH TO ASSURE AN ADEQUATE DRAINAGE OUTLET. PAYMENT FOR THE CONSTRUCTION OF LEAD OFF DITCHES UP TO 50' HAS

BEEN INCLUDED IN CULVERT PAY ITEMS.

2. CULVERTS NOTED TO BE SKEWED ON THE PLANS SHALL BE SKEWED AS STAKED BY THE ENGINEER.

3. ALL EXISTING PIPE LISTED FOR REMOVAL SHALL BE DISPOSED OFF GOVERNMENT PROPERTY. IN MULTIPLE PIPE INSTALLATIONS, THE ADJACENT

SIDES OF PIPE SHALL BE AT LEAST ONE-HALF THE NOMINAL PIPE DIAMETER APART OR 3', WHICHEVER IS LESS.

4. BACKFILL AROUND CULVERTS IS COMPACTION METHOD B, OF SPECIAL PROJECT SPECIFICATIONS SUB PARAGRAPH 209.11 - “ADJUST THE MOISTURE

CONTENT OF THE BACKFILL MATERIAL TO A MOISTURE CONTENT SUITABLE FOR COMPACTION. COMPACT EACH LAYER USING APPROPRIATE

COMPACTION EQUIPMENT UNTIL VISUAL DISPLACEMENT CEASES.”

5. ALL GROUND DISTURBED OUTSIDE OF THE ROADBED IS REQUIRED TO BE SEEDED AND MULCHED, UNLESS NOTED OTHERWISE.

6. PIPE INSTALLATIONS LISTED AS "DEEP FILL" HAVE 5' OR MORE OF COVER AND PAYMENT INCLUDES CONSIDERATION FOR ADDITIONAL EXCAVATION

WORK REQUIRED AT THESE LOCATIONS.

7. POLYMERIC COATED CORRUGATED STEEL PIPE MAY BE SUBSTITUTED FOR ALUMINUM COATED, TYPE 2 CORRUGATED STEEL PIPE AND WILL BE

CONSIDERED AS EQUAL FOR PAYMENT. WHERE POLYMERIC COATED PIPE IS USED, THICKNESS OF COATING SHALL BE 10 MILS INSIDE AND 10 MILS OUTSIDE. POLYMERIC COATED PIPE MAY NOT BE BANDED TO ALUMINUM COATED OR SOLID ALUMINUM PIPE. ALL EXPOSED METAL OR AREAS OF PIPE WHERE POLYMERIC OR ALUMINUM COATING IS DAMAGED SHALL BE PAINTED WITH A ZINC DUST-ZINC OXIDE POWDER CONFORMING TO FEDERAL SPECIFICATION TT-P-641 OR MIL-P-21085 AND A TWO COMPONENT EPOXY PAIN, "SCOTCH CLAD", 2M, PPG OR EQUAL. THIS WORK SHALL BE

CONSIDERED INCIDENTAL TO CULVERT PAY ITEMS.

8. 18" MINIMUM BANDING OR LARGER WILL BE REQUIRED TO ATTACH MULTIPLE SECTIONS OF PIPE 36-INCHES IN DIAMETER OR LARGER.

9. MASTIC SEALANT REQUIRED ON ALL PIPES LARGER THAN 48" REQUIRING BANDING. THE MASTIC SHALL CONFORM TO AASHTO M 243. PIPES

SMALLER THAN 48" SHALL BE SEALED WITH MASTIC IF ANY GAPS BETWEEN PIPES IS GREATER THAN 1.5"

TYPICAL CULVERT INSTALLATION

N.T.S.

DIAMETER

12" MIN

COVER

VARIES

24" MIN

2%MIN

TYPICAL CULVERT INSTALLATION DETAILS

COMPACTED FILL

PER FP-14 SECT 209.11

METHOD C,

REMOVE LARGE

LOOSE ROCKS

12"MIN

GRAVEL

PER PLAN

Ø

PIPE INSTALLATION

BEDDING PER

FP-14 209.09(b)

Ø/2

NOTES:

1. RIPRAP CLASS 2, 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) 100 270-750 15-21 85 110-270 11-15 50 42-110 8-11 15 10-42 6-8

2. 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 OF FP-14. GEOTEXTILE

SHALL BE NONWOVEN. PAYMENT FOR GEOTEXTILES IS INCIDENTAL, INCLUDED IN PAY ITEM

25101-1. IN NARROW CHANNELS, ADJUST ROCK TO FIT STREAMBANKS.

NOTES:

1. CULVERT SPECS

EXISTING EXISTING

DIAMETER SKEW TO REMOVE

STATION (INCHES) DEGREES REMAIN & DISPOSE

14+75 24 17 0 0 16+25 24 0 0 0

2. THERE ARE TWO OVER DRAINS PRESENT AT THIS SITE BY STATION 15+25. THESE WILL BE

SET ASIDE FOR GOVERNMENT USE.

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

CULVERT & INLET

DETAILS

01/11/2025

B.COUPE

B.COUPE

F.K.

C-105 5 09

AutoCAD SHX Text

1.5:1MAX

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text

%%UTYPICAL CULVERT INSTALLATION WITH INLET BASIN

AutoCAD SHX Text

1.5:1MAX

AutoCAD SHX Text

2% MIN.

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text

1:1MAX

AutoCAD SHX Text

CAMBER SHALL BE A MINIMUM OF OF 1% OF THE PIPE LENGTH12 OF 1% OF THE PIPE LENGTH

AutoCAD SHX Text

CAMBER SHALL BE A MINIMUM OF OF 1% OF THE PIPE LENGTH12 OF 1% OF THE PIPE LENGTH

AutoCAD SHX Text

"SUBGRADE"

AutoCAD SHX Text

"SUBGRADE"

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

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

DOWNDRAIN

DETAILS

01/11/2025

B.COUPE

B.COUPE

F.K.

C-106 6 09

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

NOTE

1. GALVENIZE ALL PIPE STAKES AND HARDWARE

AFTER FABRICATION.

2. APPROVED ALTERNATIVE PIPE ANCHOR

ASSEMBLIES MAY BE USED.

3. PLACE SLPE ANCHOR ASSEMBLIES ON 20' MAX

CENTERS ON SLOPES 20% OR GREATER

4. PLATE MATERIAL TO BE ASTM A36. GALVENIZE

AFTER FABRICATION.

STEEL PLATE

ANCHOR ASSEMBLY

12"

4 12 "

2 12"

1 78 "

1" R

3 4" 1 5 8

9 16 " 1

1 4

1 8

5 8

1 "

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

PIPE ANCHOR

ASSEMBLY DETAILS

01/11/2025

J.BERRY

J. BERRY

F.K.

C-107 07 09

AutoCAD SHX Text

MEASURE LENGTH OF COUPLING BAND PARRALLEL TO THE CENTERLINE OF THE PIPE

AutoCAD SHX Text

38" CABLE CLAMP ONLY WHEN CABLE IS SPECIFIED

AutoCAD SHX Text

COUPLING BAND

AutoCAD SHX Text

COLLAR OF 2" PIPE OR EQUAL

AutoCAD SHX Text

STEEL PLATE

AutoCAD SHX Text 316"

AutoCAD SHX Text

8" X 1 " IRON PIPE 12" IRON PIPE STAKES, 2.72 IB/FT (MIN.)

AutoCAD SHX Text

14" STEEL PLATE THICKNESS

AutoCAD SHX Text

34" X 1" SLOTS

AutoCAD SHX Text

1 " X " SLOTS1932" X " SLOTS34" SLOTS

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

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

DROP INLET DETAILS

01/11/2025

B.COUPE

B.COUPE

F.K.

C-108 8 09

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

INLET TYPE A

AutoCAD SHX Text

FABRICATION DETAILS

AutoCAD SHX Text

INLET DIMENSION TABLE

AutoCAD SHX Text

OUTLET PIPE DIA.

AutoCAD SHX Text

INTLET DIA. THICKNESS

AutoCAD SHX Text 18"

AutoCAD SHX Text 36" - 0.109"

AutoCAD SHX Text 36"

AutoCAD SHX Text 40"

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

1) GRATE FOR TYPE "B" INLET ASSEMBLY SHALL BE INSTALLED ON TYPE "A" INLET WHEN SPECIFIED.

AutoCAD SHX Text

2) DIMENSIONS A AND C APPLY TO BOTH TYPES OF INLETS. DIMENSIONS B, D, AND E APPLY TO TYPE "A."

AutoCAD SHX Text

3) OPENINGS MAY BE FIELD CUT. CUT OPENINGS INSIDE OF INLET WHEN INLET IS LOCATED SO THAT WATER APPROACHES FROM TWO DIRECTIONS. TOTAL AREA OF OPENINGS SHALL NOT BE LESS THAN SHOWN.

AutoCAD SHX Text

4) USE ROUND OR SQUARE WOOD COVER WHEN SPECIFIED

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

INLET TYPE B

AutoCAD SHX Text

DETAIL A

AutoCAD SHX Text

LUG 3/4" X 1 1/2"

AutoCAD SHX Text

PUNCH 1" HOLE IN PIPE TO RECEIVE LUG

AutoCAD SHX Text

STANDARD END FINISH

AutoCAD SHX Text

1/4" CLEARANCE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

MAKE FROM CONSTRUCTION GRADE LUMBER (ROUGH).

AutoCAD SHX Text 2 X 6

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text

40" COVER

AutoCAD SHX Text

52" COVER

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text

INLET C.M.P.

AutoCAD SHX Text 2 X 8

AutoCAD SHX Text

METAL MARKER*

AutoCAD SHX Text

INSTALLATION DETAIL

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

COMPACTED SELECT BACKFILL OR AS OTHERWISE SPECIFIED

AutoCAD SHX Text

TOP OF INLET SHALL BE FLUSH WITH EDGE OF SHOULDER

AutoCAD SHX Text

STEEPEN SLOPE AS NECESSARY

AutoCAD SHX Text

SLOPE VARIABLE CONSTRUCT AS STAKED

AutoCAD SHX Text

SLOPE AS STAKED

AutoCAD SHX Text

*INSTALL METAL MARKER POST. REFER R.5-SD-D14-1 WHEN SPECIFIED ELSEWHERE.

AutoCAD SHX Text

EDGE OF SHOULDER

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

EDGE OF ROUND COVER 2" X 12"

AutoCAD SHX Text 3/16

AutoCAD SHX Text 3" X 2 1/2" X 3/8"

AutoCAD SHX Text

OPTIONAL SPLICE

AutoCAD SHX Text G

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

COMPACTED SELECT BACKFILL OR AS OTHERWISE SPECIFIED

AutoCAD SHX Text

*INSTALL METAL MARKER POST. REFER R.5-SD- D14-1 WHEN SPECIFIED ELSEWHERE.

AutoCAD SHX Text

EDGE OF SHOULDER

AutoCAD SHX Text

INSTALLATION DETAIL

AutoCAD SHX Text

TOP OF INLET SHALL BE FLUSH WITH BOTTOM OF DITCH

AutoCAD SHX Text 1/2"

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

RETAINER BAR

ROCK WATER BAR.

OVERSIZED NATURAL FORD

MIXED WITH NATIVE MATERIAL

12" MINIMUM DEPTH

10° TO 45°

NOTE:

ON SLOPES GREATER THAN 10% INSTALL REINFORCED ARMORED GRADE

DIP. PLACE OVERSIZED ROCK IN AN EXCAVATED TRENCH TO MATCH

SURFACE FLUSH WITH THE DRIVING TREAD SURFACE. CONSTRUCT WATER

BAR USING RECTANGULAR SHAPED ROCKS WITH MINIMUM SIZE OF 18" IN

THE SMALLEST DIMENSION, BUTTED TOGETHER BUT NOT OVERLAPPED.

PLACE THE HEAVIEST ROCK AT THE DOWNHILL SIDE AND LAY ROCKS UNTIL

TIED INTO THE BANKS. BURY 23 OF EACH ROCK AT A 45° ANGLE. ADD A

RETAINER BAR OF ROCKS ANGLED IN THE OPPOSITE DIRECTION FROM

WATER BAR NEARLY TOUCHING DOWNHILL EDGE OF THE WATER BAR. FILL

THE SPACE BETWEEN THE WATER BAR AND RETAINER WITH A COMPACTED

MIXTURE OF NATURAL FORD AND NATIVE MATERIAL.

PAY ITEM 20426-1 ROCK WATER BAR INCLUDES PAYMENT FOR MATERIALS

AND LABOR REQUIRED TO EXCAVATE TRENCH AND PLACE ROCKS FOR

WATER BAR AND RETAINER BAR. PLACEMENT AND COMPACTION OF 50'

LENGTH NATURAL FORD MATERIAL IS INCLUDED IN PAY ITEM 30118.

6"±

ROCK WATER BAR DETAIL

NTS

TRAIL DOWN HILL

50' ±

8' MAX

FL

O

W

SILT FENCE

OR

HAY BALES

TOE OF HILL

DITCH

STRAW BALE SEDIMENT BARRIER

NOT TO SCALE

WIRE TIE AROUND HAY

BALES

RIPRAP

" O

R

LA

R G

ER

" O

R

LA

R G

ER

SILT BARRIER BAIL INSTALLATION

NOT TO SCALE

SILT FENCE SEDIMENT BARRIER

15'MAX

FROM RIPRAP

15'MAX

FROM RIPRAP

10'MAX

FROM TOE

EMBANKMENT

CHANNELIZED

FLAT

BOTTOM

DITCH

SCARPING

3" TRENCH MINIMUM

COMPACTED

SOIL 3"HX3"W

STAKERIPRAP

FLOW

OPTION: UTILIZE STRAW WATTLE (IN LIEU OF

STRAW HAY BALES) BY NORTH AMERICAN

GREEN OR EQUAL. PRODUCT MUST BE

CERTIFIED WEED FREE.

NOTCH MUST BE

LOWER THAN THE ROAD

FOR BOTH STRAW WATTLE AND HAY BALE

NOTE:

· EROSION CONTROL MEASURES (WHERE APPLICABLE) SHALL BE PLACED PRIOR TO EARTH MOVEMENT

PER CALIFORNIA STATE WATER BOARD. CONTRACTOR SHALL DUE PROPER DILIGENCE TO PREVENT THE

MUDDYING OF AFFECTED CREEKS.

· C.O.R. OR E.R. MAY REQUIRE ADDITIONAL MEASURES OF SEDIMENT CONTROL DURING CONSTRUCTION

ACTIVITIES TO PREVENT THE MUDDYING OF DRAINAGE STRUCTURES.

· PRIOR TO WORK STOPPAGE ANY GRADED DRAINAGE STRUCTURES DISCHARGING INTO A WATERWAY

MUST BE SEEDED TO REDUCE SEDIMENTATION.

· PLANS SHOWN ARE EXAMPLES ONLY, CONTRACTORS MAY SUBMIT THEIR PLANS FOR COR/ER

APPROVAL.

FLOW

SUPPORT MESH

CHANNELIZED AREA ONLY

WOOD OR STEEL POST

6' SPACING W/O MESH

10'' W/ MESH

GEO-

TEXTILE

6"

EMBEDMENT

30-40"

4"

PROVIDE SUFFICIENT LENGTH

TO PREVENT WATER FROM

FLOWING AROUND THE END

OF THE SILT FENCE

FOR SPACING

SEE DETAIL LEFT

SILT FENCE INSTALLATION IN DITCH

NOT TO SCALE

PLACE IN DRAINAGE DITCH OR CULVERT

OUTLET DURING CONSTRUCTION ADJACENT

TO CREEKS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

EROSION CONTROL

DETAILS

01/11/2025

B.COUPE

B.COUPE

F.K.

C-109 9 09

AutoCAD SHX Text

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

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

FSR 20S05.3 STORM DAMAGE REPAIR

FROM BRADLEY, CA HEAD NORTH ON TO US HWY 101 NORTH. GET OFF AT EXIT 252 JOLON ROAD TOWARDS FORT HUNTER-LIGGETT. STAY ON JOLON ROAD FOR 21.3 MILES, TURN LEFT ON TO MISSION ROAD AND STAY ON THIS ROADWAY FOR 4 MILES. TAKE A SHARP LEFT TO STAY ON MISSION ROAD, THIS TURNS INTO NACIMIENTO - FERGUSSON ROAD. STAY ON NACIMIENTO - FERGUSSON ROAD FOR

17 MILES. TURN RIGHT ON TO FSR 20S05.3 (CONE PEAK ROAD) AND CONTINUE FOR 3 MILES

GREAT DIVIDE DISTRICT OFFICE

22223 STATE HIGHWAY 13

GLIDDEN, WI 54527

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER DATE

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

CALIFORNIA

MONTEREY COUNTY

(R05) SOUTTHWEST PACIFIC REGION

LOS PADRES NATIONAL FOREST

MONTEREY RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-101 COVERSHEET 01/11/25

C-102 SITE 1 SITE PLAN 01/11/25

C-103 SITE 3 SITE PLAN 01/11/25

C-104 SITE 4 SITE PLAN 01/11/25

C-105 SITE 5 & 6 SITE PLAN 01/11/25

C-106 SITE 7 SITE PLAN 01/11/25

C-107 SITE 1 STRUCTURE ALIGNMENT DETAILS 01/11/25

C-108 SITE 3 STRUCTURE ALIGNMENT DETAILS 01/11/25

C-109 SITE 4 STRUCTURE ALIGNMENT DETAILS 01/11/25

C-110 SITE 5 STRUCTURE ALIGNMENT DETAILS 01/11/25

C-111 SITE 6 STRUCTURE ALIGNMENT DETAILS 01/11/25

C-112 SITE 7 STRUCTURE ALIGNMENT DETAILS 01/11/25

C-113 ROLLING DIP & TOE DRAIN DETAILS 01/11/25

C-114 CULVERT & INLET DETAILS 01/11/25

C-115 ROADWAY DETAILS 01/11/25

C-116 EROSION CONTROL DETAILS 01/11/25

C-117 DOWN DRAIN DETAILS 01/11/25

C-18 PIPE ANCHOR ASSEMBLY DETAILS 01/11/25

C-19 DROP INLET DETAILS 1/11/2025

SITES 1,3-7

9+00

9+50

10+00

10+50

+0

+5

+0

+5

+0

BEGIN ROAD

RECONDITIONING.

ROAD ELEV. TO 3042

PROP. 1 - 60" X 92' CULVERT

MITER END TO CONFORM TO SLOPE.

ALIGN TO CENTERLINE

OF CREEK

10 C.Y. CLASS

2 RIP-RAP

OPTION:

200 C.Y. CLASS

2 RIP-RAP

FIELD ADJUSTMENT AS NEEDED

SITE #1

PROP. REINFORCED SOIL SLOPE

15'

BEGIN ROAD

RECONDITIONING.

ROAD ELEV. TO 3048

END ROAD

RECONDITIONING.

ROAD ELEV. TO 3044

87'

16.0'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

SITE 1 SITE PLAN

XX/XX/XXXX

B.COUPE

B.COUPE

F.K.

C-102 2 19

No known control points. Actual locations shall be located in the field and staked by

Contractor. Staking to be approved by COR prior to commencement of 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

18+50

19+00

19+50

+0

+5

+0

21+50

BEGIN ROAD

RECONDITIONING.

PROP. REINFORCED

FILL SLOPE

16 C.Y. CLASS

2 RIP-RAP

END ROAD

RECONDITIONING.PROP. 18"x 30' OVERSIDE DRAIN

SITE #3

25.0' 16.0'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

SITE 3 SITE PLAN

XX/XX/XXXX

B.COUPE

B.COUPE

X.XXX

C-103 3 19

No known control points. Actual locations shall be located in the field and staked by

Contractor. Staking to be approved by COR prior to commencement of 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

+0

+5

+0

33+50

34+00

34+50

BEGIN ROAD

RECONDITIONING.

PROP. REINFORCED

SOIL SLOPE

40 C.Y. CLASS

2 RIP-RAP

END ROAD

RECONDITIONING.

PROP. 36" X 84' CULVERT

WITH DOWN DRAIN

PROP DROP INLET 36"X60"

EXCAVATE BASIN TO ACCOMODATE

DROP INLET. FIELD

ADJUSTMENT AS NEEDED

EXCAVATE BASIN TO ACCOMODATE

DROP INLET. FIELD ADJUSTMENT AS NEEDED

SITE #4

.0

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

SITE 4 SITE PLAN

XX/XX/XXXX

B.COUPE

B.COUPE

F.K.

C-104 4 19

No known control points. Actual locations shall be located in the field and staked by

Contractor. Staking to be approved by COR prior to commencement of 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

+0

+5

+0

+5

+0

39+50

40+00

40+50

PROP. 18" x 20' OVERSIDE DRAIN

10 C.Y. CLASS

2 RIP-RAP

BEGIN ROAD

RECONDITIONING.

END ROAD

RECONDITIONING.

BEGIN ROAD

RECONDITIONING.

END ROAD

RECONDITIONING.

PROP. ROLLING DIP

PROP. 36" X 94' CULVERT

PROP DROP INLET 36"X60"

15 C.Y. CLASS

2 RIP-RAP

15 C.Y. CLASS

2 RIP-RAP

PROP. 36" X 94' CULVERT

PROP DROP INLET 36"X60"

SITE #5

SITE #6

EXCAVATE BASIN TO ACCOMODATE

DROP INLET. FIELD

ADJUSTMENT AS NEEDED

EXCAVATE BASIN TO ACCOMODATE

DROP INLET. FIELD

ADJUSTMENT AS NEEDED

25.0'

50'

.0

.0'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

SITE 5 & 6

SITE PLAN

XX/XX/XXXX

B.COUPE

B.COUPE

X.XXX

C-105 5 19

No known control points. Actual locations shall be located in the field and staked by

Contractor. Staking to be approved by COR prior to commencement of 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

42+50

+0

+5

+0

44+50

45+00

45+50

END ROAD

RECONDITIONING.

BEGIN ROAD

RECONDITIONING.

PROP. 36" X 55' CULVERT

PROP DROP INLET 36"X48"

21 C.Y. CLASS

2 RIP-RAP

EXCAVATE BASIN TO ACCOMODATE

DROP INLET. FIELD

ADJUSTMENT AS NEEDED

SITE #7

16.0'

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY

RANGER DISTRICT

SITE 7

SITE PLAN

XX/XX/XXXX

B.COUPE

B.COUPE

X.XXX

C-106 6 19

No known control points. Actual locations shall be located in the field and staked by

Contractor. Staking to be approved by COR prior to commencement of 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

AT

IO

N (F

EE

T)

11+04.06

EXCAVATION EXTENTS

ROADWAY ELEV.

3046 ft.

EXISTING

TOPOGRAPHY

MAINTAIN MIN. 1' COVER OVER CULVERT

PROP. CULVERT 1 60"X92 FT

MITER INLET TO CONFORM TO

SLOPE

10 C.Y RIP-RAP CLASS 2

ROAD BASE MAINTAIN MIN. 1 FT

PLACE 260 SY CLASS 1 NON WOVEN

GEOTEXTILE

ON PREPARED SURFACE PRIOR TO

INSTALLING RIPRAP

200 CY CLASS 2 RIPRAP- 2 FT THICK X 15 FT WIDE

OPTIONAL ITEM . PROVIDE U SHAPE, WITH CENTRLINE 1 FT

DEEPER THAN EDGE TO CREATE FLOWLINE

OPTIONAL ITEM

PROP. REINFORCED SOIL SLOPE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY RAY

RANGER DISTRICT

SITE 1 STRUCTURES

ALIGNMENT PROFILE

01/11/2025

B.COUPE

B.COUPE

X.XXX

C-107 7 19

AutoCAD SHX Text SITE 1 CONSTRUCTION NOTES: 1. ALL OF THE MATERIALS THAT ARE ALL OF THE MATERIALS THAT ARE EXCAVATED FROM THE SLOPE WILL BE SALVAGED FOR THE CONSTRUCTION OF THE REINFORCED SOIL SLOPE. EXCAVATION MUST LEAVE IN 4 FT X 4 FT BENCHES FOR INTERLOCKING OF EXISTING AND NEW FILL. 2. THE NEW FILL KEY AT THE TOE OF THE THE NEW FILL KEY AT THE TOE OF THE SLOPE IS 3 FT X 3 FT. THERE WILL BE RIP-RAP PLACED IN FRONT OF THE KEY THAT WILL EXTEND OUT 3 FT AND RUN UP THE SLOPE TO ELEV. 3046 FT. BOTTOM ELEV. OF THE RIP-RAP & KEY IS 3008 FT. 3. THE BOTTOM LAYER OF THE REINFORCED THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE WILL BE AT ELEV. 3008 FT. PRIMARY GOEGRID REINFORCEMENTS ON PRIMARY GOEGRID REINFORCEMENTS ON THE SLOPE; MINIMUM (15 FT LONG, PLACED MINIMUM (15 FT LONG, PLACED IN 2 FT LIFTS) SECONDARY SECONDARY REINFORCEMENT MAY BE 6' LONG. ACTUAL LENGTHS TO BE DETERMINED BY CONTRACTOR DESIGN. DESIGN. 4. 1 - 60 IN X 92 FT CMP CULVERT WILL 1 - 60 IN X 92 FT CMP CULVERT WILL BE PLACED AT 11+11.

AutoCAD SHX Text REQUIRED MATERIALS: 1. HDPE DRAIN PIPE: Non-perforated and perforated, double walled, 4" diameter HDPE pipe. Use Hancor Hi-Q or equivalent. 2. GEOCOMPOSITE: Use Aquadrain 20H on foundation with the drainage surface facing up or equivalent. 3. HDPE FILTER FABRIC GEOTEXTILE: Use Mirafi monofilament (filterweave) or equivalent. 4. GEOGRID: Tensar UX1600 MSE or equivalent.or equivalent.

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

CROSS SECTION OF OVERTOPPING REVETMENT

AT

IO

N (F

EE

T)

OFFSET (FEET)

19+62.37

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50

EXCAVATION EXTENTS

GEO-COMPOSITE

ON BACK SLOPE

ROADWAY ELEV.

3048 ft.

3 FT x 3 FT KEY

TRENCH AT TOE

PROP. REINFORCED SOIL SLOPE

SEE SLOPE DRAIN DETAILS

SLOPE 2% TO DAYLIGHT

MAINTAIN MIN. 1' COVER OVER GEOGRID

16 C.Y

RIP-RAP

CLASS 2

EXISTING

TOPOGRAPHY

PROP. OVER DRAIN W/30' FLUME

4" ROAD SURFACE COURSE AGGREGATE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY RAY

RANGER DISTRICT

SITE 3 STRUCTURES

ALIGNMENT PROFILE

01/11/2025

B.COUPE

B.COUPE

X.XXX

C-108 8 19

AutoCAD SHX Text REQUIRED MATERIALS: 1. HDPE DRAIN PIPE: Non-perforated and perforated, double walled, 4" diameter HDPE pipe. Use Hancor Hi-Q or equivalent. 2. GEOCOMPOSITE: Use Aquadrain 20H on foundation with the drainage surface facing up or equivalent. 3. HDPE FILTER FABRIC GEOTEXTILE: Use Mirafi monofilament (filterweave) or equivalent. 4. GEOGRID: Tensar UX1600 MSE or equivalent.or equivalent.

AutoCAD SHX Text SITE 3 CONSTRUCTION NOTES: 1. ALL OFF THE MATERIALS THAT ARE EXCAVATED FROM THE SLOPE WILL BE ALL OFF THE MATERIALS THAT ARE EXCAVATED FROM THE SLOPE WILL BE SALVAGED FOR THE CONSTRUCTION OF THE REINFORCED SOIL SLOPE. EXCAVATION MUST LEAVE IN 3 FT X 3 FT BENCHES FOR INTERLOCKING OF EXISTING AND NEW FILL. 2. THE NEW FILL KEY AT THE TOE OF THE SLOPE IS 3 FT X 3 FT. THERE WILL THE NEW FILL KEY AT THE TOE OF THE SLOPE IS 3 FT X 3 FT. THERE WILL BE RIP-RAP PLACED IN FRONT OF THE KEY THAT WILL EXTEND OUT 4 FT AND GO UNTIL THE END OF THE OVER DRAIN. THE BOTTOM ELEV. OF THE RIP-RAP & KEY IS 3027 FT. 3. THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE WILL BE AT ELEV. 3030 THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE WILL BE AT ELEV. 3030 FT. 4. THERE ARE TWO REINFORCEMENTS ON THE SLOPE; GEOGRID (14 FT LONG, THERE ARE TWO REINFORCEMENTS ON THE SLOPE; GEOGRID (14 FT LONG, PLACED IN 2 FT LIFTS), AND GEOFABRIC (4 FT LONG, PLACED IN 1 FT LIFTS BETWEEN THE GEOGRID LAYERS. 5. THE SLOPE AT THE HEEL OF THE SLOPE WILL DAYLIGHT AT A 2% SLOPE AT THE SLOPE AT THE HEEL OF THE SLOPE WILL DAYLIGHT AT A 2% SLOPE AT STATIONS 19+50 & 19+85. 6. THE EXISTING OVER DRAIN AT THE SITE WILL BE PLACED AT 19+69. THE EXISTING OVER DRAIN AT THE SITE WILL BE PLACED AT 19+69. 7. COMPACTION WILL BE TO 95%.COMPACTION WILL BE TO 95%.

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

AT

IO

N (F

EE

T)

OFFSET (FEET)

0 10 20 30 40 50 60 70 80 900-10-20-30-40-50-60-70-80-90

EXCAVATION EXTENTS

3 FT X 3 FT BENCHES

GEO-COMPOSITE

ON BACK SLOPE

ROADWAY ELEV.

3080 ft.

PROP. REINFORCED SOIL

SLOPE 1 14:1 (H:V) OR FLATTER

SEE SLOPE DRAIN DETAILS

SLOPE 2% TO DAYLIGHT

MAINTAIN MIN. 2' OVER CULVERT AND GEOGRID

40 C.Y

RIP-RAP

CLASS 2

EXISTING

TOPOGRAPHY

PROP. CULVERT 36"X34 FT

WITH DOWN DRAIN

PROP. DROP INLET 36" X 60"

ROAD BASE MAINTAIN MIN. 1 FT

50 FT DOWNDRAIN

FIELD VERIFY LENGTH

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY RAY

RANGER DISTRICT

SITE 4 STRUCTURES

ALIGNMENT PROFILE

01/11/2025

B.COUPE

B.COUPE

X.XXX

C-109 9 19

AutoCAD SHX Text REQUIRED MATERIALS: 1. HDPE DRAIN PIPE: Non-perforated and perforated, double walled, 4" diameter HDPE pipe. Use Hancor Hi-Q or equivalent. 2. GEOCOMPOSITE: Use Aquadrain 20H on foundation with the drainage surface facing up or equivalent. 3. HDPE FILTER FABRIC GEOTEXTILE: Use Mirafi monofilament (filterweave) or equivalent. 4. GEOGRID: Tensar UX1600 MSE or equivalent.or equivalent.

AutoCAD SHX Text SITE 4 CONSTRUCTION NOTES: 1. ALL OFF THE MATERIALS THAT ARE EXCAVATED FROM THE SLOPE WILL BE SALVAGED FOR THE CONSTRUCTION OF ALL OFF THE MATERIALS THAT ARE EXCAVATED FROM THE SLOPE WILL BE SALVAGED FOR THE CONSTRUCTION OF THE REINFORCED SOIL SLOPE. EXCAVATION MUST LEAVE IN 3 FT X 3 FT BENCHES FOR INTERLOCKING OF EXISTING AND NEW FILL. 2. THE NEW FILL KEY AT THE TOE OF THE SLOPE IS 3 FT X 3 FT. THERE WILL BE RIP-RAP PLACED IN FRONT OF THE NEW FILL KEY AT THE TOE OF THE SLOPE IS 3 FT X 3 FT. THERE WILL BE RIP-RAP PLACED IN FRONT OF THE KEY THAT WILL EXTEND OUT 3 FT. BOTTOM ELEV. OF THE RIP-RAP & KEY IS 3038 FT. 3. THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE WILL BE AT ELEV. 3040 FT. THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE WILL BE AT ELEV. 3040 FT. 4. THERE ARE TWO REINFORCEMENTS ON THE SLOPE; GEOGRID (17 FT LONG, PLACED IN 2 FT LIFTS), AND THERE ARE TWO REINFORCEMENTS ON THE SLOPE; GEOGRID (17 FT LONG, PLACED IN 2 FT LIFTS), AND GEOFABRIC (5 FT LONG, PLACED IN 1 FT LIFTS BETWEEN THE GEOGRID LAYERS. 5. THE SLOPE AT THE HEEL OF THE SLOPE WILL DAYLIGHT AT A 2% SLOPE AT STATIONS 32+75, 33+25, 34+00. THE SLOPE AT THE HEEL OF THE SLOPE WILL DAYLIGHT AT A 2% SLOPE AT STATIONS 32+75, 33+25, 34+00. LENGTH OF PIPE NEEDED IS AT EACH STATION IS 22 FT. 6. 2 - 36 IN X 84 FT CMP CULVERTS WILL BE PLACED AT 33+00 & 33+28. THE DROP INLET SIZE IS 36 IN X 60 2 - 36 IN X 84 FT CMP CULVERTS WILL BE PLACED AT 33+00 & 33+28. THE DROP INLET SIZE IS 36 IN X 60 IN. 7. COMPACTION WILL BE TO 95% OF T-180.COMPACTION WILL BE TO 95% OF T-180.

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

AT

IO

N (F

EE

T)

OFFSET (FEET)

0 10 20 30 40 50 60 70 800-10-20-30-40-50-60-70

EXCAVATION EXTENTS

3 FT X 3 FT BENCHES

GEO-COMPOSITE

ON BACK SLOPE

ROADWAY ELEV.

3086 ft.

3 FT x 3 FT KEY

TRENCH AT TOE

PROP. REINFORCED SOIL SLOP

1 14:1 (H:V) MAX SLOPE

SEE SLOPE DRAIN DETAILS

SLOPE 2% TO DAYLIGHT

10 C.Y

RIP-RAP

CLASS 2

EXISTING

TOPOGRAPHY

PROP. OVER DRAIN W/35' FLUME

4" SURFACE COURSE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY RAY

RANGER DISTRICT

SITE 5 STRUCTURE

ALIGNMENT PROFILE

01/11/2025

B.COUPE

B.COUPE

X.XXX

C-110 10 19

AutoCAD SHX Text REQUIRED MATERIALS: 1. HDPE DRAIN PIPE: Non-perforated and perforated, double walled, 4" diameter HDPE pipe. Use Hancor Hi-Q or equivalent. 2. GEOCOMPOSITE: Use Aquadrain 20H on foundation with the drainage surface facing up or equivalent. 3. HDPE FILTER FABRIC GEOTEXTILE: Use Mirafi monofilament (filterweave) or equivalent. 4. GEOGRID: Tensar UX1600 MSE or equivalent.or equivalent.

AutoCAD SHX Text SITE 5 CONSTRUCTION NOTES: 1. ALL OFF THE MATERIALS THAT ARE EXCAVATED FROM ALL OFF THE MATERIALS THAT ARE EXCAVATED FROM THE SLOPE WILL BE SALVAGED FOR THE CONSTRUCTION OF THE REINFORCED SOIL SLOPE. EXCAVATION MUST LEAVE IN 3 FT X 3 FT BENCHES FOR INTERLOCKING OF EXISTING AND NEW FILL. 2. THE NEW FILL KEY AT THE TOE OF THE SLOPE IS 3 THE NEW FILL KEY AT THE TOE OF THE SLOPE IS 3 FT X 3 FT. THERE WILL BE RIP-RAP PLACED IN FRONT OF THE KEY THAT WILL EXTEND OUT 3 FT. BOTTOM ELEV. OF THE RIP-RAP & KEY IS 3059 FT. 3. THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE WILL BE AT ELEV. 3065FT. 4. THERE ARE TWO REINFORCEMENTS ON THE SLOPE; THERE ARE TWO REINFORCEMENTS ON THE SLOPE; GEOGRID (14 FT LONG, PLACED IN 2 FT LIFTS), AND GEOFABRIC (5 FT LONG, PLACED IN 1 FT LIFTS BETWEEN THE GEOGRID LAYERS. 5. THE SLOPE AT THE HEEL OF THE SLOPE WILL THE SLOPE AT THE HEEL OF THE SLOPE WILL DAYLIGHT AT A 2% SLOPE AT STATION 37+85 6. REMOVE EXISTING OVERDRAIN AND SAFE TO PLACED REMOVE EXISTING OVERDRAIN AND SAFE TO PLACED AT 37+85. 7. COMPACTION WILL BE TO 95%.COMPACTION WILL BE TO 95%.

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

AT

IO

N (F

EE

T)

OFFSET (FEET)

39+25.96

0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120

EXCAVATION EXTENTS

3 FT X 3 FT BENCHES

GEO-COMPOSITE

ON BACK SLOPE

ROADWAY ELEV.

3092 ft.

3 FT x 3 FT KEY

TRENCH AT TOE

PROP. REINFORCED SOIL

SLOPE 1 14" : 1 (H:V) MAX SLOPE

SEE SLOPE DRAIN DETAILS

SLOPE 2% TO DAYLIGHT

30 C.Y

RIP-RAP

CLASS 2

EXISTING

TOPOGRAPHY

PROP. CULVERT 36"X34 FT

PROP. DROP INLET 36" X 60"

SEE SLOPE DRAIN DETAILS

SLOPE 2% TO DAYLIGHT

4" SURFACE COURSE AGGREGATE

MAINTAIN MIN. 2 FT COVER OVER

REINFORCEMENT AND CULVERT

INSTALL 2-60 FT DOWN

DRAINS. FIELD VERIFY

LENGTH

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/22

/25

:4 4 F

KU

RA

MA

TA

F :\D

OC

UM

EN

TS

\L

OS

P

AD

RE

S\

PR

OJ

EC

TS

\C

ON

E

PE

AK

\L

PN

F_

CO

NE

PE

AK

_2

JB

ED

IT

S2

DW

G.

DW

G;

(R05) Pacific Southwest Region

FSR 20S05.3 -

Storm Damage

Los Padres National Forest

MONTEREY RAY

RANGER DISTRICT

SITE 6 STRUCTURE

ALIGNMENT PROFILE

01/11/2025

B.COUPE

B.COUPE

X.XXX

C-111 11 19

AutoCAD SHX Text REQUIRED MATERIALS: 1. DRAIN PIPE: HDPE perforated, double walled, 4" diameter HDPE pipe. Use Hancor Hi-Q or equivalent. FOR TH NON PERFORATED SECTION DAYLIGHTING OUT FACE OF RSS, USE GALVANIZED STEEL OR STAINLESS STEEL 2. GEOCOMPOSITE: Use Aquadrain 20H on foundation with the drainage surface facing up or equivalent. 3. HDPE FILTER FABRIC GEOTEXTILE: Use Mirafi monofilament (filterweave) or equivalent. 4. GEOGRID: Tensar UX1600 MSE or AS or AS REQUIRED BY DESIGN.

AutoCAD SHX Text SITE 6 CONSTRUCTION NOTES: 1. ALL OFF THE MATERIALS THAT ARE EXCAVATED FROM THE SLOPE WILL BE ALL OFF THE MATERIALS THAT ARE EXCAVATED FROM THE SLOPE WILL BE SALVAGED FOR THE CONSTRUCTION OF THE REINFORCED SOIL SLOPE. EXCAVATION MUST LEAVE IN 3 FT X 3 FT BENCHES FOR INTERLOCKING OF EXISTING AND NEW FILL. 2. THE NEW FILL KEY AT THE TOE OF THE SLOPE IS 3 FT X 3 FT. THERE WILL BE THE NEW FILL KEY AT THE TOE OF THE SLOPE IS 3 FT X 3 FT. THERE WILL BE RIP-RAP PLACED IN FRONT OF THE KEY THAT WILL EXTEND OUT 3 FT. BOTTOM ELEV. OF THE RIP-RAP & KEY IS 3050 FT. 3. THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE WILL BE AT ELEV. 3060 FT. THE BOTTOM LAYER OF THE REINFORCED SOIL SLOPE WILL BE AT ELEV. 3060 FT. 4.