3. Lumsden Road Repair - MP 9.17 Plans.pdf

FOREST LOCATION

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE

1 TITLE SHEET

2 ABBREVIATIONS & LEGEND

3 VICINITY MAP

4 SUMMARY OF QUANTITIES & GENERAL NOTES

5 TYPICAL ROADWAY SECTION & PROJECT CONTROL

6 TYPICAL REINFORCED SOIL SLOPE SECTION

7 RSS DETAILS

8 ROAD PLAN & PROFILE

9 WALL PLAN & PROFILE

10 DRAIN DIP DETAILS

11 SLOPE ROUNDING DETAIL

12 EROSION CONTROL DETAILS

13-20 ROAD CROSS SECTIONS

FR 1N10 LUMSDEN ROAD REPAIR MP 9.17

GROVELAND RANGER DISTRICT

STANISLAUS NATIONAL FOREST

TUOLUMNE COUNTY, CALIFORNIA

(R05) PACIFIC SOUTHWEST REGION

SHEET 1 OF 20

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

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PROJECT LOCATION

PROJECT SITE

ENGINEERS

PLANNERS

SURVEYORS

APPROVED:

DISTRICT RANGER DATE

FOREST SUPERVISOR DATE

REGIONAL GEOTECHNICAL

ENGINEER

DATE

D

DHV

DIA.

DIAG.

DIAPH.

DIST.

DLT

DRWG(S).

E e

EA.

EL. 94.16 FT

ELEV.

EMB.

EP

EQ OR EQ.

ER

EVCE

EVCS

EW

EXC.

EXP. JT.

EAST

SUPERELEVATION RATE

EACH

ELEVATION WITH NUMBER

ELEVATION

EMBANKMENT

EDGE OF PAVEMENT

EQUATION

EDGE OF ROAD

END VERTICAL CURVE ELEV

END VERTICAL CURVE STA

EDGE OF WATER

EXCAVATION

EXPANSION JOINT

DIAMETER

DESIGN HOURLY VOLUME

DIAMETER

DIAGONAL

DIAPHRAGM

DISTANCE

DESIGN LOAD TRANSFER

DRAWING(S)

GA.

GALV.

GAGE (GAUGE)

GALVANIZED

HDWL.

HEX.

HW

H:V

HEADWALL

HEXAGON

HIGH WATER

HORIZONTAL:VERTICAL SLOPE

FIN.

FLG.

FT2

FT3

FTG.

FINISH

FLANGE

SQUARE FOOT

CUBIC FOOT (FEET)

FOOTING

ID

JT.

K

INSIDE DIAMETER

JOINT

RATE OF VERTICAL CURVATURE

L

LAM.

LAT.

LNFT

LONG.

LPSM

LS

LSQ

LT. OR LT

LENGTH OF CURVE

LAMINATION

LATITUDE

LINEAR FOOT (FEET)

LONGITUDINAL

LUMP SUM

LENGTH OF SPIRAL

LUMP SUM QUANTITY

LEFT

R R.

R/W

RDWY.

REINF.

REQD.

RPC

RSS

RT. OR RT

RTE.

RADIUS

RANGE

RIGHT-OF-WAY

ROADWAY

REINFORCEMENT

REQUIRED

RED PLASTIC CAP

REINFORCED SOIL SLOPE

RIGHT

ROUTE

T T.

TBM

THD.

TS

TYP.

TANGENT DISTANCE

TOWNSHIP

TEMPORARY BENCH MARK

THREAD

POINT OF TANGENT TO SPIRAL

TYPICAL

V

VPH

VPI

DESIGN SPEED

VEHICLES PER HOUR

VERTICAL POINT OF INTERSECTION

YD2

YD3

SQUARE YARD

CUBIC YARD(S)

S

SADT

SC

SEC.

SHLDR.

SLRY

SPA.

SQFT

SQYD

SRS

SS

ST

STA

STD.

STGR.

STIFF.

STRUC.

STS

SYM.

S S

SOUTH

SEASONAL AVERAGE DAILY TRAFFIC

POINT OF SPIRAL TO CURVE

SECTION

SHOULDER

SLURRY UNIT

SPACING, SPACES OR SPACED

SQUARE FOOT

SQUARE YARD

POINT OF SPIRAL TO REVERSE SPIRAL

POINT OF SPIRAL TO SPIRAL (NO CURVE)

POINT OF SPIRAL TO TANGENT

STATION

STANDARD

STRINGER

STIFFENER

STRUCTURAL

POINT OF SPIRAL TO TANGENT SPIRAL

SYMMETRICAL

VERTICAL SPACING

HORIZONTAL SPACING

CUFT

CULV.

CUYD

CUBIC FOOT (FEET)

CULVERT

CUBIC YARD(S)

POINT OF CURVE

POINT OF COMPOUND CURVE

POINT OF CURVE TO SPIRAL

POINT OF INTERSECTION

PLATE

POINT NUMBER

POINT ON CURVE

POINT ON SPIRAL

POINT ON TANGENT

POINT OF TANGENT TO SPIRAL

POINT OF SPIRAL TO CURVE

POINT OF SPIRAL TO TANGENT

POINT OF TANGENT

POINT OF VERTICAL CURVE

POUNDS PER SQUARE INCH

PAVEMENT

PC

PCC

PCS

PI

PL.

PN

POC

POS

POT

PS

PSC

PST

PT

PIV

PSI

PVMT.

ON CENTER

OUT TO OUT

OUTSIDE DIAMETER

OFFSET

ORIGINAL GROUND

O. C.

O. TO O.

OD

OFF.

OG

NORTH

NORMAL CROWN

NUMBER

N

NC

NO.

MATERIAL

MAXIMUM

THOUSAND GALLON

MINIMUM

MONUMENT

MECHANICALLY STABILIZED EARTH

MATL.

MAX.

MGAL

MIN.

MON.

MSE

C Ø S Δ α

CURVE CENTRAL ANGLE

DIAMETER

SPIRAL CENTRAL ANGLE

CENTRAL ANGLE OF CURVE

DECLINATION ANGLE

ABUT.

ADT

AH

AQ

APPR.

BK

BM

BP

BR.

BRG.

BVCE

BVCS

ABUTMENT

AVERAGE DAILY TRAFFIC

AHEAD

ACTUAL QUANTITY

APPROACH

BACK

BENCH MARK

BALANCE POINT

BRIDGE

BEARING

BEGIN VERTICAL CURVE ELEV

BEGIN VERTICAL CURVE STA

CC

CLR.

CMP

COL.

CONC.

CONN.

CONSTR. JT.

CONT.

CQ

CP

CS

CTRS.

CENTER TO CENTER

CENTERLINE

CLEAR

CORRUGATED METAL PIPE

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION JOINT

CONTINUOUS

CONTRACT QUANTITY

CONTROL POINT

POINT OF CURVE TO SPIRAL

CENTERS

M.L.

MP

MAIN LINE

MILE POST

ABBREVIATIONS LEGEND

EXISTINGLENGTH OF VERTICAL CURVE

LOW WATER

LVC

LW

WESTW

CL

V H

CENTERLINE

CONSTRUCTION LIMITS

AGGREGATE SURFACE COURSE

TOE OF FILL

RSS REINFORCEMENT

SEPARATION GEOTEXTILE

GEOCOMPOSITE DRAIN

GEOMEMBRANE, HDPE

GABION AND REVET MATTRESS ROCK

SELECT GRANULAR BACKFILL OR ON-SITE MATERIAL

SUBBASE

PROPOSED

X X X X

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

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PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ABBREVIATIONS &

LEGEND

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

2 20

MAJOR CONTOUR

MINOR CONTOUR

EDGE OF GRAVEL

CENTERLINE

EDGE OF STREAM

CULVERT

EXISTING

N

NOT TO SCALE

PROJECT SITE

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

7/1 7/2

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PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

VICINITY MAP

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

3 20

SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECT (FP-14) AND APPLICABLE FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS (FSSS).

GEOTECHNICAL REPORT: COMPLIANCE WITH THE FINAL GEOTECHNICAL REPORT BY DIVIS/LANGAN IS REQUIRED. IN CASE OF CONFLICT BETWEEN THESE PLANS AND GEOTECHNICAL REPORT, THE GEOTECHNICAL REPORT SHALL TAKE PRECEDENCE.

EXCAVATION: THE ANTICIPATED EXCAVATION QUANTITY FOR RSS CONSTRUCTION IS 1294 CUBIC YARDS OF MATERIAL, INCLUDING THE EXISTING SLIDE DEPOSIT ON THE ROADWAY. ASSUMING A 20% LOSS DUE TO SHRINK/SWELL AND LOSS, 1035 CUBIC YARDS OF SUITABLE EXCAVATION MATERIAL IS ANTICIPATED TO BE USED AS BACKFILL MATERIAL FOR THE REINFORCED SOIL SLOPE WITH THE REMAINING 253 CUBIC YARDS OF MATERIAL ANTICIPATED TO BE WASTED. PLACED MATERIAL IS INCIDENTAL TO STRUCTURAL EXCAVATION BID ITEM.

CLEARING AND GRUBBING: CLEAR AND GRUB UP TO THE CONSTRUCTION LIMITS.

DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR UPON REMOVAL AND ARE TO BE DISPOSED OF BY REMOVING FROM THE FOREST IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. HAULING AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIAL IS INCIDENTAL TO ASSOCIATED WORK.

EROSION CONTROL PLAN: SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST THIRTY (30) DAYS PRIOR TO BEGINNING WORK. SEE SECTION 157 OF THE SUPPLEMENTAL SPECIFICATIONS FOR DETAILS. REMOVE ALL EROSION

CONTROL MATERIAL INSTALLED ON THE GROUND SURFACE THAT IS NOT BIODEGRADABLE.

WASTE SITE: GOVERNMENT-PROVIDED WASTE SITE IS AVAILABLE FOR THE DISPOSAL OF EXCAVATED MATERIAL. PROVIDE THE CONTRACTING OFFICER WRITTEN NOTIFICATION OF A NEED FOR WASTE SITE 14 DAYS PRIOR TO USE. REMOVE ONLY ENOUGH VEGETATION REQUIRED TO ESTABLISH SLOPE. PLACE THE EXCAVATED WASTE MATERIAL IN LIFTS NO GREATER THAN 4 FEET. CONSTRUCT FILL SLOPES NO STEEPER THAN 1V:1.5H, MAXIMUM FILL HEIGHT OF 10 FEET OR AS APPROVED BY THE CO AND GRADED TO MATCH THE EXISTING CONTOUR OF THE SITE. OBTAIN APPROVAL FROM THE CO PRIOR TO SEEDING. ANY EXPOSED SOIL MUST BE SEEDED, SEE SECTION 625.

MATERIAL STOCKPILE SITE APPROVAL: PRIOR TO PLACING ANY STOCKPILED MATERIALS, OBTAIN APPROVAL FROM THE CO FOR ALL AREAS

DESIGNATED FOR STOCKPILING OUTSIDE OF ROAD PRISM (STOCKPILE AREAS).

TEMPORARY TRAFFIC CONTROL: PREPARE A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH SECTION 156 OF THE FSSS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE CO FOR APPROVAL AT LEAST THIRTY (30)

DAYS PRIOR TO INTENDED USE.

GENERAL NOTES

ITEM NO. ITEM DESCRIPTION

MEASUREMENT

QUANTITY

METHOD UNIT

15101 MOBILIZATION LSQ LUMP SUM ALL

15201 CONSTRUCTION SURVEY & STAKING LSQ LUMP SUM ALL

15401 CONTRACTOR TESTING LSQ LUMP SUM ALL

15713 SOIL EROSION & POLLUTION CONTROL LSQ LUMP SUM ALL

20101 CLEARING & GRUBBING, DISPOSAL METHOD A LSQ LUMP SUM ALL

20305 REMOVAL OF SLIDE MATERIAL, DISPOSAL METHOD A CQ CUBIC YARD 300

20427 ROUNDING CUT SLOPES CQ LINEAR FOOT 100

20432 DRAIN DIP CONSTRUCTION AQ EACH 1

20801 STRUCTURE EXCAVATION LSQ LUMP SUM ALL

25101 PLACED RIPRAP, CLASS 2 CQ CUBIC YARD 10

26101 REINFORCED SOIL SLOPE, WELDED WIRE CQ SQUARE FOOT 2360

26104 GABION AND REVET MATTRESS ROCK CQ CUBIC YARD 330

30109 SUBBASE, GRADING A, COMPACTION METHOD E CQ CUBIC YARD 90

30115 AGGREGATE SURFACE COURSE, GRADING DESIGNATION F, COMPACTION METHOD E CQ CUBIC YARD 90

62407 PLACED CONSERVED TOPSOIL LSQ LUMP SUM ALL

62552 SEEDING & MULCHING, DRY METHOD LSQ LUMP SUM ALL

62901 ROLLED EROSION CONTROL PRODUCT, TYPE 4 CQ SQUARE YARD 646

SUMMARY OF ESTIMATED QUANTITIES

CQ= CONTRACT QUANTITY (SEE SECTION 109.02B OF THE SPECIFICATIONS), AQ=ACTUAL QUANTITY, LSQ=LUMP SUM QUANTITY

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

7/2 2/2

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PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

SUMMARY OF

QUANTITIES & GENERAL

NOTES

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

4 20

180018051810

182518301835

1840184518501855186018651870 1875188018851890

18901895

10+00

11+00

12+00

+0

CONTROL POINT TABLE

POINT #

CP-11

CP-13

CP-14

NORTHING

2126639.66

2126605.48

2126609.28

EASTING

6682487.25

6682590.77

6682683.97

ELEVATION

1891.89

1893.17

1883.87

DESCRIPTION

SET SS

SET SS

SET SS

CENTERLINE POINTS

POINT #

NORTHING

2126601.57

2126605.26

2126605.88

2126605.66

2126604.76

2126604.69

2126605.46

2126607.05

2126609.46

2126612.67

2126616.66

2126620.57

2126625.70

2126629.00

2126631.24

2126632.41

2126615.46

2126582.76

2126549.14

EASTING

6682679.88

6682665.97

6682637.77

6682636.10

6682626.15

6682616.15

6682606.18

6682596.31

6682586.61

6682577.14

6682567.98

6682560.58

6682550.15

6682540.72

6682530.97

6682511.05

6682463.00

6682427.68

6682399.16

ELEVATION

1883.48

1884.53

1886.40

1886.51

1887.13

1887.70

1888.23

1888.71

1889.14

1889.53

1889.87

1890.12

1890.42

1890.62

1890.78

1890.97

1891.75

1892.81

1893.69

DESCRIPTION

STA 10+25.59 - ROAD CL - PC

STA 10+40 - ROAD CL - BEGIN ROAD RECONSTRUCTION

STA 10+68.32 - ROAD CL - PRC

STA 10+70 - ROAD CL - BEGIN RSS CONSTRUCTION

STA 10+80 - ROAD CL

STA 10+90 - ROAD CL

STA 11+00 - ROAD CL

STA 11+10 - ROAD CL

STA 11+20 - ROAD CL

STA 11+30 - ROAD CL

STA 11+40 - ROAD CL

STA 11+48.37 - ROAD CL - PRC

STA 11+60 - ROAD CL

STA 11+70 - ROAD CL - END RSS CONSTRUCTION

STA 11+80 - ROAD CL

STA 12+00 - ROAD CL - END ROAD RECONSTRUCTION - BEGIN DRAIN DIP CONSTRUCTION

STA 12+51.66 - ROAD CL - PCC

STA 12+99.91 - ROAD CL - PT

STA 13+44 - ROAD CL - END DRAIN DIP CONSTRUCTION

NCOORDINATE SYSTEM: CALIFORNIA ZONE

III, US FT (OR USE HARN/CA.CAIIIF) PROJECT CONTROL

ROAD CENTERLINE POINTS

SURVEY CONTROL POINTS

SET SS = STEEL SPIKE SET BY LANGAN

TYPICAL ROAD SECTION

STA 10+40 TO 12+00

6'-0"

12'-0"

1'-6" MIN.

1'-6"

5'-0" MIN.

5'-0" MIN.

VARIES, SEE

X-SECTIONS

PROFILE GRADE

AGGREGATE SURFACE COURSE,

GRADATION F, COMPACTION METHOD E,

6" COMPACTED THICKNESS

CENTERLINE

ROAD

CLEARING LIMITS

CLEAR TO: TOE OF FILL, CUT DAYLIGHT, OR 5' MIN. SHOWN.

6'-0" 1.25

EXISTING CUT

SLOPE FAILURE

CP-13

CP-11

-3%

NOTE: WITHIN THE PROJECT LIMITS, DO NOT

CONSERVE AND RE-PLACE EXISTING

AGGREGATE SURFACING ON THE ROAD.

EXISTING FILL

SLOPE FAILURE

SCALE IN FEET

0 0.50" = 20' 1" = 40'

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

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

7/2 2/2

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PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

TYPICAL ROADWAY

SECTION & PROJECT

CONTROL

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

5 20

CP-14

WELDED WIRE

FACING

REINFORCEMENT LENGTH: 12', TYP.*

EXISTING

GRADE

0.75

1.25

2', TYP.

6'-0"

12'-0"1'-6" MIN.

PROFILE

GRADE

CENTERLINE

ROAD

6'-0"

EMBEDMENT DEPTH: 3', MIN.

REINFORCED SOIL SLOPE NOTES

WORK: DESIGN AND CONSTRUCT THE REINFORCED SOIL SLOPE (RSS) UNDER THE PROVISIONS OF SECTION 261 RSS AND SECTION 720.01(B) FOR WIRE FACING REQUIREMENTS (OR APPROVED EQUAL). THE CONTRACTOR HAS THE OPTION OF SELECTING AMONG A VARIETY OF RSS SYSTEMS, SUBJECT TO THE APPROVAL OF THE CO. THE DESIGN IS BASED ON THE WELDED WIRE SYSTEM TRADEMARKED BY HILFIKER RETAINING WALL. LAYOUT AND DESIGN THE REINFORCED SLOPE TO MEET OR EXCEED THE REQUIREMENTS SPECIFIED IN THE CONTRACT

DOCUMENTS AND GEOTECHNICAL REPORT.

MATERIALS: PROVIDE ALL MATERIALS SPECIFIED IN ACCORDANCE WITH SECTION 257 AND 261 FOR CONTRACTOR DESIGNED RSS SYSTEM AND MEETING THE SPECIFICATIONS OF THE RSS MANUFACTURER.

MATERIAL FOR RSS STRUCTURE MUST MEET MINIMUM YIELD STRENGTH OF 65 KSI AND MINIMUM TENSILE

RESISTANCE OF 2,800 LBS/FT.

METHOD OF MEASUREMENT AND BASIS OF PAYMENT: MEASURE THE WELDED WIRE RETAINING STRUCTURE BY THE NUMBER OF SQUARE FEET IN THE VERTICAL PROFILE IN PLACE AND ACCEPTED. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE STRUCTURE, FOUNDATION CONSTRUCTION, BACKFILL, TESTING, UNDERDRAINS, GEOTEXTILE, WELDED WIRE REINFORCEMENT GRID, OR EMBEDMENT LENGTHS. PAYMENT UNDER ITEM 26101, AT THE CONTRACT PRICE, SHALL BE FULL COMPENSATION FOR 1) FURNISHING THE WELDED WIRE AND ACCESSORIES, LABOR, TOOLS, AND EQUIPMENT, 2) PLACING THE WELDED WIRE MATERIAL AND ACCESSORIES, 3) BACKFILLING, 4) DRAIN, AND 5) OTHER INCIDENTALS NECESSARY TO COMPLETE THE WORK IDENTIFIED BY THE PLANS, SPECIFICATIONS, AND CO. ROADWAY CONSTRUCTION ABOVE TOP OF WALL SHALL BE

PAID UNDER CORRESPONDING ROADWAY BID ITEMS.

EXCAVATION: SLOPE THE EXCAVATION TO PROVIDE SAFETY FOR CONSTRUCTION WORKERS AND INSPECTION PERSONNEL AND PER THE GEOTECHNICAL REPORT. REMOVE BOULDERS, LOGS, ROOTS, AND ANY OTHER UNSUITABLE MATERIALS ENCOUNTERED AND DISPOSE OF IN ACCORDANCE WITH SECTION 203.05(A). CONTAIN ALL SUITABLE EXCAVATION TO BE USED FOR BACKFILL MATERIAL (HAND SORTING MAY BE REQUIRED) IN THE WORK AREAS OR ON THE ADJACENT ROADWAY AND DO NOT ENTER ADJACENT STREAMS. IN ORDER TO REMAIN VISUALLY SUBORDINATE TO THE SURROUNDING LANDSCAPE, EXCAVATION SHALL MIMIC THE NATURAL TEXTURE OF THE EXISTING GEOLOGIC FEATURES TO THE EXTENT PRACTICABLE, SUCH AS FORM, LINE, COLOR AND TEXTURE. EXCAVATION AND DISTURBANCES SHOULD BE LIMITED TO THE GREATEST DEGREE POSSIBLE.

ALL TOPSOIL WILL BE CONSERVED AND PLACED ON DISTURBED SURFACES OUTSIDE THE LIMITS OF THE ROADWAY PRISM AND RSS AFTER CONSTRUCTION IS COMPLETE AND PRIOR TO TURF REESTABLISHMENT.

LOCATION TO STOCK PILE FOR EXCESS TOPSOIL WILL BE IDENTIFIED BY THE USFS.

RSS BACKFILL MATERIAL: PLACE BACKFILL MATERIAL AS SPECIFIED IN THE TYPICAL SECTION. PLACE SUITABLE ON-SITE MATERIAL OR SELECT GRANULAR BACKFILL MEETING THE REQUIREMENTS OF SECTION 704.08 OF THE SPECIFICATIONS THE RSS, WITH GABION AND REVET MATTRESS ROCK MEETING THE REQUIREMENTS OF SECTION 705.01 FOR THE RSS ROCK FACE. A TOTAL OF 782 CY OF BACKFILL MATERIAL IS REQUIRED FOR RSS CONSTRUCTION, WHICH IS ANTICIPATED TO BE

COMPRISED OF ONSITE MATERIAL.

FOUNDATION APPROVAL: PRIOR TO STRUCTURE PLACEMENT, FOUNDATION WILL BE RELATIVELY LEVEL. MINIMUM FOUNDATION EMBEDMENT WILL BE CONFIRMED TO BE 3 FEET PRIOR TO PLACEMENT OF GRANULAR BACKFILL PLACEMENT, UNLESS OTHERWISE SPECIFIED. OBTAIN APPROVAL BY THE CO BEFORE ANY RETAINING ELEMENTS ARE INSTALLED.

REINFORCED SLOPE CONSTRUCTION: SET THE RSS ELEMENTS TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR DIRECTED BY THE CO. BATTER 0.75H:1V. PLACE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PLACE THE BEGINNING AND END OF THE REINFORCED SLOPE WITHIN 1 FOOT OF THE STATION, 0.1 FOOT FROM THE OFFSET, AND VERTICALLY WITHIN 0.1 FOOT IDENTIFIED ON THE PLAN AND PROFILE SHEETS, UNLESS OTHERWISE APPROVED BY THE CO.

REINFORCEMENT SPACING WILL BE INSTALLED PER MANUFACTURER SPECIFICATIONS.

BACKFILLING: BACKFILL SIMULTANEOUSLY WITH THE PLACEMENT OF THE TIERS. COMPACT EACH LAYER OF THE BACKFILL MATERIAL PER SECTION 209.10 UNLESS OTHERWISE SPECIFIED. PLACE THE BACKFILL MATERIAL IN LAYERS NOT EXCEEDING 8 INCHES (LOOSE). THE CONTRACTOR SHALL DECREASE THIS LIFT THICKNESS, IF NECESSARY TO OBTAIN COMPACTION.

REMOVE ORGANIC MATERIAL AND ROCKS GREATER THAN 4 INCHES IN DIAMETER FROM THE BACKFILL. EXERCISE CARE TO AVOID DAMAGING THE WIRE GALVANIZING DURING THE COMPACTION OF THE BACKFILL. THE CO MAY DIRECT THE

CONTRACTOR TO REPLACE WALL ELEMENTS DAMAGED DURING THE BACKFILLING.

CONTRACTOR'S QUALITY CONTROL: SECTION 106 - PROVIDE A QUALITY CONTROL SYSTEM THAT WILL ENSURE THAT

CONSTRUCTION REQUIRED UNDER THIS CONTRACT CONFORMS TO THE CONTRACT REQUIREMENTS.

· SUBMIT A QUALITY CONTROL PLAN IN WRITING. THIS WILL INCLUDE, BUT NOT LIMITED TO, COMPACTION TESTING REQUIREMENTS FOR ALL REINFORCED SOIL SLOPE BACKFILL, SUBBASE, AND AGGREGATE SURFACING.

· USE AN AASHTO ACCREDITED LABORATORY FOR ALL TESTING PROVIDED UNDER THIS CONTRACT.

· SUBMIT THE QUALITY CONTROL PLAN AND SHOP DRAWINGS TO THE CO FOR APPROVAL A MINIMUM OF 14 DAYS

PRIOR TO CONSTRUCTION. INCLUDE WALL LAYOUT FOR CULVERT CROSSINGS IF APPLICABLE. FOLLOW THE

REQUIREMENTS SPECIFIED IN SECTION 153.03.

· WORK IS CONSIDERED INCIDENTAL TO ITEM 26101.

4" DIA. UNDERDRAIN,

SEE DETAIL SHEET 7

GABION AND REVET

MATTRESS ROCK

3'-0"

2' COVER OVER

DRAINAGE PANELS

-1% MIN

GEOCOMPOSITE SHEET DRAIN.

INSTALL 2' WIDE DRAINAGE PANELS

AT 5' SPACING.

NON-PERFORATED OUTLET PIPE.

SEE DETAIL SHEET 7.

VARIES, SEE

X-SECTIONS

SELECT GRANULAR BACKFILL

OR ON-SITE MATERIAL

SUBBASE, GRADING A,

COMPACTION METHOD E

6"1'-0" MIN. COVER

AGGREGATE SURFACE COURSE,

COMPACTION METHOD E

0.75

PREPARE FOUNDATION PER

GEOTECHNICAL REPORT

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

7/2 4/2

5 1 0:

AI

DA

N.

RE

IL

LY C

:\D

JA

-P

W W

OR

K\

DJ

A-

PR

OD

\D

MS

8\7

2 L

UM

SD

EN

R D

RE

PA

IR

MP

9.

D

ES

IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

TYPICAL REINFORCED

SOIL SLOPE SECTION

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

6 20

GEOMEMBRANE, HDPE

SEE DETAIL SHEET 7

SEPARATION GEOTEXTILE,

NONWOVEN, CLASS 2, TYPE A, TYP.

SEE DETAIL SHEET 7.

*NOTE: WHERE RSS HEIGHTS ARE LESS THAN 10 FT, THE

WELDED WIRE MAT LENGTH CAN BE REDUCED TO 10 FT LONG.

VARIES,

1.5H:1V MAX

2H:1V

EDITORIAL 7/24

NOTE:

1. COVER THE END OF THE OUTLET PIPE WITH GALVANIZED NO. 17 GAGE HARDWARE

CLOTH SCREEN. SECURE IN PLACE BY APPROVED MEANS.

2. ALL LABOR, EQUIPMENT AND MATERIALS ASSOCIATED WITH FURNISHING AND

INSTALLING THE WALL DRAIN ARE INCIDENTAL TO ITEM 26101.

3. PLACE 1/2 CUBIC YARD OF CLASS 2 RIPRAP AT OUTLET OF WALL DRAIN FOR EROSION

CONTROL.

4. INSTALL UNDERDRAIN PER SPECIFICATION SECTION 605.

4" DIA. CORRUGATED HDPE

DRAINAGE TUBING (PERFORATED).

INSTALL WITH PERFORATIONS

FACING DOWN.

GRANULAR

BACKFILL,

CRUSHED

X

SEPARATION GEOTEXTILE, NONWOVEN,

CLASS 2, TYPE A.

OVERLAP A MINIMUM OF 12".

6"

16"

REINFORCED SOIL SLOPE UNDERDRAIN DETAIL

NOT TO SCALE

GEOCOMPOSITE

SHEET DRAIN

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

7/2 4/2

5 1 0:

AI

DA

N.

RE

IL

LY C

:\D

JA

-P

W W

OR

K\

DJ

A-

PR

OD

\D

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8\7

2 L

UM

SD

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R D

RE

PA

IR

MP

9.

D

ES

IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

RSS DETAILS

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

7 20

GEOMEMBRANE AND SEPARATION FABRIC DETAIL

NOT TO SCALE

3"

2%, TYP.

GEOMEMBRANE, HDPE

SEPARATION GEOTEXTILE,

NONWOVEN, CLASS 2, TYPE A

1'-0", TYP.

2'-6"

1'-0", TYP.

RSS PROFILE VIEW

NOT TO SCALE

GEOMEMBRANE, HDPE

WELDED WIRE

FACING

2', TYP.

GABION AND REVET

MATTRESS ROCK

SUBBASE, GRADING A,

COMPACTION METHOD E

AGGREGATE SURFACE COURSE,

GRADING F, COMPACTION METHOD E

WELDED WIRE

FACING

GABION AND REVET

MATTRESS ROCK

SELECT GRANULAR

BACKFILL

SUBBASE, GRADING A,

COMPACTION METHOD E

AGGREGATE SURFACE COURSE,

COMPACTION METHOD E

3"

3"

3"

SEPARATION GEOTEXTILE,

NONWOVEN, CLASS 2, TYPE A

MECHANICAL COUPLING (OR

APPROVED EQUAL) MEETING FSSS

SECTION 605.03

5' MIN.

GALVANIZED STEEL

OUTLET PIPE

FINISHED GROUND

SURFACE

NON-PERFORATED HDPE

OUTLET PIPE WHERE SHOWN ON

SITE PROFILES OR EVERY 100'.

INSTALL AT THE LOW POINT.

SLOPE MIN. 1% TO DAYLIGHT.

EDITORIAL 7/24

10+20 11+00 12+00 13+00 13+60

6.64%

0.67%

PVI STA: 11+30.00

PVI ELEV: 1890.50

K: 21.79

LVC: 130.00

BV

C

S:

0+

.0

BV

C

E:

6.

EV

C

S:

1+

.0

EV

C

E:

0.

ST

A

+4 0.

EL

4.

STA = 12+00.00

EL = 1890.97

STA = 13+44

ELEV = 1893.69

+6

10+00

11+00

12+00

+0

CURVE DATA

L=103.29' R=90.00'

D=65°45'25" e=MATCH EXISTING

CURVE DATA

L=43.26' R=90.00'

D=27°32'14" e=MATCH EXISTING

CURVE DATA

L=79.52' R=120.00' D=37°58'08" e=0.060

CURVE DATA

L=48.25'

R=200.00' D=13°49'24" e=MATCH EXISTING

PC

: 1

0+

.5

PT: 12+99.91

PCC: 12+51.66

PR

C

: 10+68.85

PR

C:

1+

.3

191019051900

18301825 PLAN

PROFILE

CENTERLINE ROAD

FINISHED GRADE AT

CENTERLINE ROAD

EXISTING GROUND AT

CENTERLINE ROAD

STA 12+00

END ROAD RECONSTRUCTION

BEGIN DRAIN DIP CONSTRUCTION

MATCH EXISTING

SCALE IN FEET

0 0.50" = 15' 1" = 30'

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

NEW EDGE OF

ROAD

STA 10+40

BEGIN ROAD

RECONSTRUCTION

MATCH EXISTING

7'-6"

5'

20'

7'-6"

'-0

STA 12+90

DRAIN LINE

7' -0

6' -1

0"

7' -6

7' -6

STA 10+40 TO 10+60

TAPER TO DESIGN WIDTHS

CP-14 CP-13

CP-11

MIN. HORIZONTAL RSS

LIMITS, SEE SHEET 9

STA 12+00 - 13+44: CONSTRUCT DRAIN DIP

SEE SHEET 10 FOR DETAILS

10'-0"

7'-6"

7'-6"

STA 11+60 TO 12+40

CURVE WIDENING,

20' TRANSITIONS

TOP OF CUT

(1.25:1, TYP.)

GRADE SLOPE, SEE SLOPE

ROUNDING DETAIL SHEET 11

TOE OF CUT

CONSTRUCTION

LIMITS

~50' TO SPILLWAY PIPE

STA = 13+44

END DRAIN DIP CONSTRUCTION

MATCH EXISTING

TOP OF RSS

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

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MP

9.

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IG

N.

DW

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R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ROAD PLAN & PROFILE

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

8 20

ALIGNMENT - MP 9.17

10+60 11+00 11+90

11+00

PLAN

PROFILE

SCALE IN FEET

0 0.50" = 5' 1" = 10'

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

FINISHED GRADE AT

CENTERLINE ROAD EXISTING GROUND AT

CENTERLINE ROAD

NEW EDGE OF

ROAD

10'

CP-13

MIN. HORIZONTAL

RSS LIMITS

CENTERLINE ROAD

APPROXIMATE EXISTING

GROUND AT TOE OF RSS

MINIMUM RSS

VERTICAL LIMITS

APPROXIMATE LATERAL RSS STEPS

(1:1 MAX, 2' VERTICAL CUTS TYP.)

STA 11+80

END RSS

CONSTRUCTION

STA 10+70

BEGIN RSS

CONSTRUCTION

STA 11+05

UNDERDRAIN OUTLET

STA 11+49

UNDERDRAIN OUTLET

TOP OF RSS

TOP OF RSS

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

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PA

IR

MP

9.

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IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

WALL PLAN & PROFILE

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

9 20

GEOMEMBRANE, HDPE

SEE DETAIL SHEET 7

DRAIN DIP NOTES:

1. CONSTRUCT DRAIN DIP IN THE LOCATION

SPECIFIED IN THE PLANS, OR AS DIRECTED BY

THE CO.

2. INCORPORATE EXCESS EXCAVATION FROM

DRAIN DIPS INTO THE ADJACENT ROAD

SURFACE. WASTE UNSUITABLE EXCAVATION

EVENLY OVER THE FILL.

3. SLOPES MAY VARY FROM WHAT IS SHOWN,

CONTRACTOR TO FIELD FIT TO MATCH EXISTING

CONDITIONS. OBTAIN APPROVAL FROM THE CO

PRIOR TO PLACING AGGREGATE SURFACE

COURSE.

4. UNDERLAY RIPRAP OUTFALL WITH FILTER

FABRIC.

FLOW DIRECTION

36'

54'

TOP OF SLOPE

DRAIN

LINE

A

A

SKEW

OUTSIDE EDGE

OUTSIDE INSIDE

AVERAGE

EXISTING GROUND

54'

36'

54'

A-A

C

DRAIN LINE

L

EST 1% PROFILE GRADE

FILL AREA

CUT AREA

FINISHED GRADE

SECTION

0.8' 0.3'

EDGE EDGE

DEPTH (H)

H

INSIDE EDGE

RIPRAP OUTFALL

3' DEPTH KEYED RIPRAP,

CLASS 2, 9.5 CY TOTAL.

RIPRAP OUTFALL DETAIL

NOT TO SCALE

54'

1.6%

STA 12+00

STA 12+54

STA 12+90

STA 13+44

0%

MATCH EXISTING

MATCH EXISTING

1.6%

2.5%

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

LY C

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OR

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A-

PR

OD

\D

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8\7

2 L

UM

SD

EN

R D

RE

PA

IR

MP

9.

D

ES

IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

DRAIN DIP DETAILS

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

10 20

3'-0"

3' -0

1.5

3'-0"

FG

ROAD

CLASS 2

RIPRAP *

SEPARATION GEOTEXTILE,

NONWOVEN, CLASS 2, TYPE A

11+00

12+00

CURVE DATA

=65°45'25" e=MATCH EXISTING

PR

C

: 10+68.85

PR

C:

1+

.3

PLAN SLOPE ROUNDING DETAIL

10'

10'

CATCH POINT

ROUNDED SLOPE

EXISTING SLOPE, GRADE

TO MATCH ADJACENT

CONTOURS

GENERAL NOTES:

1. NOTIFY THE CO PRIOR TO BEGINNING THE SLOPE

ROUNDING FOR ACCEPTANCE OF THE COMPLETED

DESIGN SLOPE WORK.

2. SLOPE ROUNDING SHALL MATCH EXISTING TERRAIN.

3. PERFORM SLOPE ROUNDING TO MATCH EXISTING

TERRAIN ON EITHER SIDE OF THE SLIDE. OBTAIN

APPROVAL FROM THE CO THAT THE SLOPE IS

SUFFICIENTLY GRADED.

4. CONSERVE EXISTING TOPSOIL AND RESPREAD OVER

DISTURBED SOIL. PLACE ROLLED EROSION CONTROL

PRODUCT, TYPE 4 OVER DISTURBED OR BARE SOIL ON

SLOPES STEEPER THAN 2:1 SLOPE.

CENTERLINE ROAD

NEW EDGE OF

ROAD

CP-13

SCALE IN FEET

0 0.50" = 10' 1" = 20'

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

GRADE SLOPE TO

MATCH ADJACENT

CONTROURS

SLOPE ROUNDING, TYP.

SEE DETAIL THIS SHEET.

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

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:\D

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OR

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A-

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8\7

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UM

SD

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R D

RE

PA

IR

MP

9.

D

ES

IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

SLOPE ROUNDING

DETAIL

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

11 20

RUNOFF FROM

DISTURBED AREAS

INSTALLATION BEYOND TOE OF SLOPE

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

FIBER ROLL STAKING DETAIL

FIBER ROLL LAPPING DETAIL

INSTALLATION ALONG SLOPESSLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL

EXISTING

GROUND

EXISTING GROUND,

(TYP.)

EXCAVATE TRENCH 2"

LARGER THAN FIBER ROLL

BACKFILLED AND COMPACTED

SOIL TO MATCH GROUND LEVEL

FIBER ROLL

INSTALL FIBER ROLLS

ALONG CONTOURS

STAGGER JOINTS (TYP.)

1" X 1" OR 1" Ø WOOD

STAKES. SEE NOTE 2.

FIBER ROLL

SLOPE

SLOPE

1" X 1" WOOD STAKE

STEP 1: EXCAVATE TRENCH AND

INSTALL FIBER ROLLS

STEP 2: BACKFILL SOIL AGAINST

FIBER ROLLS

3' MIN OR AS

SPECIFIED IN PLANS

TO

E

O F

FI

LL

S

LO

PE

RUNOFF FROM

DISTURBED AREAS

2" TO 3"

M

IN

.)24

M

IN

PLACE EXCAVATED MATERIAL

ON UPHILL SIDE OF FIBER ROLL

FLOW

FLOW

SEE FIBER ROLL

SPACING CHART

PAY LIMITS

12" (MIN.)

OVERLAP

PAY LIMITS

DIRECTION OF RUNOFF

FILL SLOPE

3' (MIN.)

PLAN

ELEVATION

RUNOFF FROM

DISTURBED AREAS

FIBER ROLL SPACING

SLOPE SPACING

(FT)

1:4 OR FLATTER 40

1:3 30

1:2 20

1:1 10

STAKES REQUIRED

FIBER ROLL LENGTH

(FT)

STAKES REQUIRED

FOR EACH ROLL

25 8

20 6

12 4

FIBER ROLL DETAILS

NOT TO SCALE

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

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MP

9.

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ES

IG

N.

DW

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R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

EROSION CONTROL

DETAILS

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

12 20

NOTE:

1. DRIVE STAKES AT EACH END AND AT 4-FOOT

SPACING UNTIL FIBER ROLL IS SECURE TO

SLOPE. LIVE STAKES MAY BE USED FOR

PERMANENT INSTALLATIONS. DO NOT CRUSH

FIBER ROLL WHILE STAKING.

2. OVERLAP FIBER ROLLS 12-INCH MINIMUM. DRIVE

STAKES AT 6-INCHES FROM FIBER ROLL END

ANGLES TOWARD THE ADJACENT FIBER ROLL

AND SPACE STAKES AT 4-FOOT MAX.

3. FIBER ROLLS SHALL BE CERTIFIED WEED FREE IF

COMPOSED OF NATURAL MATERIALS.

10+40.00

10+68.32

-20 0 20

-20 0 20

EXISTING GROUND,

TYP.

1.5' 6' 6' 1.5'

MATCH EXISTING

START RSS

WALL

15'

10+70.00

-20 0 20

TOE OF RSS

OFFSET =14.33

ELEV = 1880.25

0.9'

TOP OF RSS

OFFSET =12.82

ELEV = 1884.25

10'

-3.7% -3.7%

-3.2% -3.2%

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

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UM

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PA

IR

MP

9.

D

ES

IG

N.

DW

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R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ROAD CROSS SECTION

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

13 20

10+80.00

10+90.00

-20 0 20 -20 0 20 40

TOE OF RSS

OFFSET =27.73

ELEV = 1864.25

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TOE OF RSS

OFFSET =22.46

ELEV = 1870.25

X

X

X

X

X

X

X

X

X

X

X

X

TOP OF RSS

OFFSET =13.46

ELEV = 1884.25

12'

12'

-0.4% -0.4%

-4.6% -4.6% TOP OF RSS

OFFSET =14.24

ELEV = 1884.25

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

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UM

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PA

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MP

9.

D

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IG

N.

DW

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R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ROAD CROSS SECTION

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

14 20

11+00.00

11+10.00

-20 0 20 -20 0 20 40

TOE OF RSS

OFFSET =29.43

ELEV = 1862.25

TOE OF RSS

OFFSET =29.71

ELEV = 1862.25

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TOP OF RSS

OFFSET =12.90

ELEV = 1886.25

TOP OF RSS

OFFSET =13.21

ELEV = 1886.25

12' 12'

-6.0% -6.0% -6.0%-6.0%

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

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:\D

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W W

OR

K\

DJ

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\D

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8\7

2 L

UM

SD

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R D

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PA

IR

MP

9.

D

ES

IG

N.

DW

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R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ROAD CROSS SECTION

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

15 20

11+20.00

-20 0 20 40

TOE OF RSS

OFFSET =25.79

ELEV = 1868.25

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TOP OF RSS

OFFSET =13.79

ELEV = 1886.25

12'

-5.1% -5.1%

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

LY C

:\D

JA

-P

W W

OR

K\

DJ

A-

PR

OD

\D

MS

8\7

2 L

UM

SD

EN

R D

RE

PA

IR

MP

9.

D

ES

IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ROAD CROSS SECTION

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

16 20

11+30.00

-60 -40 -20 0 20 40 60

TOE OF RSS

OFFSET =26.17

ELEV = 1868.25

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TOP OF RSS

OFFSET =14.17

ELEV = 1886.25

12'

-4.2% -4.2%

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

LY C

:\D

JA

-P

W W

OR

K\

DJ

A-

PR

OD

\D

MS

8\7

2 L

UM

SD

EN

R D

RE

PA

IR

MP

9.

D

ES

IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ROAD CROSS SECTION

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

17 20

11+40.00

-60 -40 -20 0 20 40 60

TOE OF RSS

OFFSET =30.67

ELEV = 1862.25

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TOP OF RSS

OFFSET =12.67

ELEV = 1888.25

12'

-2.8% -2.8%

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

LY C

:\D

JA

-P

W W

OR

K\

DJ

A-

PR

OD

\D

MS

8\7

2 L

UM

SD

EN

R D

RE

PA

IR

MP

9.

D

ES

IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ROAD CROSS SECTION

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

18 20

11+48.37

-60 -40 -20 0 20 40 60

TOE OF RSS

OFFSET =30.92

ELEV = 1862.25

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TOP OF RSS

OFFSET =12.92

ELEV = 1888.25

12'

-2.1% -2.1%

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

LY C

:\D

JA

-P

W W

OR

K\

DJ

A-

PR

OD

\D

MS

8\7

2 L

UM

SD

EN

R D

RE

PA

IR

MP

9.

D

ES

IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ROAD CROSS SECTION

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

19 20

11+60.00

11+70.00

11+80.00

-20 0 20 40

-20 0 20

-20 0 20

12+00.00

-20 0 20

MATCH EXISTING

TOE OF RSS

OFFSET =31.25

ELEV = 1862.25

TOE OF RSS

OFFSET =23.80

ELEV = 1874.25

6' 6' 4'1.5'

6' 6' 2.7'

END RSS

WALL

X

X

X

X

X

X

X

X

X

X

X

1.5'

TOE OF RSS

OFFSET =17.83

ELEV = 1884.25

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TOP OF RSS

OFFSET =13.25

ELEV = 1888.25

TOP OF RSS

OFFSET =14.80

ELEV = 1888.25

TOP OF RSS

OFFSET =16.33

ELEV = 1888.25

12'

12'

10'

-1.0%

-0.4% -0.4%

-1.5% -1.5%

-1.0%

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

7/2 2/2

5 0 9:

AI

DA

N.

RE

IL

LY C

:\D

JA

-P

W W

OR

K\

DJ

A-

PR

OD

\D

MS

8\7

2 L

UM

SD

EN

R D

RE

PA

IR

MP

9.

D

ES

IG

N.

DW

G

R5

PACIFIC SOUTHWEST REGION

STANISLAUS

NATIONAL

FOREST

LUMSDEN ROAD

REPAIR

STANISLAUS NATIONAL

FOREST

FR 1N10

MP 9.17

TUOLUMNE COUNTY

ROAD CROSS SECTION

07/2025

D. LAUTZENHEISER

A. REILLY

J. PEDERSON

20 20