ARRA_STRAWBERRY_PLANS.pdf

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STANISLAUS N. •

o('~ '<7-'V oF'RESND o BAKERSF'lELD

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION FIVE

STANISLAUS NATIONAL FOREST

DRA~INGS FOR PROPOSED

TIMBER SALE ROADS (STRAWBERRY)

INDEX TO SHEETS

ROADS: 41725L, 41816H, 41830D,4N12H, NO DESCRIPTION

1 TITLE SHEET4N39,4N39A,4N67,4N67A,4N72 2 GENERAL NOTES

3 DRAINAGE SUMMARYROAD DECOMMISSIONING: 4N28YB

4 ROAD RECONSTRUCTION SECTIONS

STATE OF CALIFORNIA

INDEX MAP

STANISLAUS NATIONAL FOREST

5-16 ROAD RECONSTRUCTION

TUOLUMNE COUNTY, CALIFORNIA

RECONSTRUCTION MILES= 5.17 MILES

ROAD DECOMMISSIONING MILES= 0.075 MILES

17-22 TYPICAL SECTIONS

23 ROAD DECOMMISSIONING

--- Reconstruction Roads

==::::1 Decommission Roads

.& Water Source

DRAWINGS

SHEET

NUMBER st£ETS

1 23

R

THE ~ATER SOURCES

ARE,

AGGREGATE:

CLEARING:

a;

s:

:j3 RECONDITIONING

So.. EXISTING ROADBED:d

<t j ru 0'1

..... 0 QUANTITY SUMMARY,

\D

0 EXISTING DRAINAGE

Q.I

VI

STRUCTURES,

Q.I

C! OVERSIZE DISPOSAL:

SLASH DISPOSAL:

RIPRAP,

~ TIMBER DECKS:

o

L...

d s::

o

~ CALL BEFORE YOU

~ DIG:

d iii t:

d

CI)

~ CONTROLLED AREA:

Qj

CI)

~ BURIED ~ATER LINE,

QI

o

L...

I=l

CI)

::J

ALL ~ATERING IS INCIDENTAL TO SECTIONS 204 AND 303 AS PER

SECTION 109'J INDIRECT PAYMENT, ~ATER SOURCE SITES ARE

IDENTIFIED ON THE PROJECT AREA MAPS,

AGGREGATE COST ESTIMATES ARE BASED ON COMMERCIAL SOURCES,

3/4' MINUS AGGREGATE SPOT ROCK SHALL BE PLACED ON ROADS

4N12J 4N39J AND 4N67,

ON RECONSTRUCTION ROADS THE CLEARING PAY UNIT IS IN LUMP SUM,

THE ESTIMATED AREA TO BE CLEARED INCLUDES ROAD~AY CLEARING,

THE TRAVELED ~AY AND SHOULDERS SHALL BE SCARIFIED

TO A DEPTH AS SHO~N ON THE DRA~INGS, EXCESS MATERIAL

GENERATED DURING THE CONSTRUCTION OF TURNOUTSJ

ROADBED ~IDENING OR THE LO~ERING OF THE GRADE SHALL

BE USED IN THE EXISTING ROADBED UNLESS SHO~N OTHER~ISE

ON THE DRA~INGS,

FOR ESTIMATED QUANTITIES ARE SHO~N IN THE SCHEDULE OF ITEMS,

ALL DRAINAGE STRUCTURES (CUL VERTSJ LEADOFF DITCHESJ DIPS

AND CATCH BASINS) SHALL BE MAINTAINED AS PER SECTI[IN 303,

ALL OVERSIZE MATERIAL DEVELOPED UNDER SECTION 204 SHALL

BE USED AS RIPRAP OR INCORPORATED IN FILL CONSTRUCTION,

ALL CONSTRUCTION SLASH SHALL

AS SPECIFIED IN THE SCHEDULE

IN SECTION 203,

RIPRAP FOR ENERGY DISSIPATORS

FROM A COMMERCIAL SOURCE,

TIMBER DECK LOCATIONS ARE TO

BE DISPOSED OF USING METHOD (g)

OF ITEMS AND DESCRIBED

AND RIPRAP FILLS ARE ESTIMATED

BE DETERMINED BY A

REPRESENTATIVE OF THE FOREST SERVICE, THE EXACT LOCATIONS

~ILL BE MARKED IN THE FIELD,

BEFORE ROAD DECOMMISSIONING 4N28YBJ PHONE UNDERGROUND SERVICE ALERT

(800-227-2600) TO VERIFY UNDERGROUND UTILITIES LOCATION,

DO NOT DRIVE VEHICLES OR CONSTRUCTION EQUIPMENT OFF ROAD

ON ROAD 4N39 AT M,P, 0,87 AND M,P, 1.30,

CONTACT 'UNDERGROUND SERVICE ALERT' PHONE (800-227-2600),

GENERAL NOTES

FOREST PROJECT ROAD # SHEET SIHT'S,

S T F STRAWBERRY AS APPLICABLE 2 23

RIPRAP RIPRAP

STATION DRAINAGE FEATURES STATION DRAINAGE FEATUREScu. YDS. cu. YDS.

, THICKNESS THICKNESS

IN INCHES IN INCHES

DIA LGTH DIA LGTH

REMARKS II III IV REMARKS II III IV

41725L 4N72

1+25 'w'B

FE AL FE AL

M.P. 0.060 'w'B

1+75 'w'B M.P. 0.073 'w'B

2+25 'w'B M.P. 0.088 'w'B

4+00 LOD-15'-L M.P. 0.107 'w'B

4+78 EXISTING 'w'B M.P. 0.121 'w'B

5+95 EXISTING 'w'B M.P. 0.335 'w'B

6+87 EXISTING .lJB M.P. 0.349 'w'B

8+47 'w'B M.P. 0.363 'w'B

9+52 'w'B M.P. 0.381 'w'B

41816H M.P. 0.395 'w'B

4+00 D'w'B

5+35 RESHAPE D'w'B

7+00 RESHAPE D'w'B

7+75 D'w'B

8+60 RESHAPE D'w'B

10+15 D'w'B

41830D

M.P. 0.079 LOD"'"25'-L

4N12H

DIPM.P. 0.19

M.P. 0.499 DIPILOD-20-L

M.P. 0.585 ROCK DIP

4N39 M.P. 0.179 LOD-l0-L

M.P. 0.81 ROCK DIP

4N39A

0+10 LOD-25'-L

0+80 'w'B

1+90 'w'B

P.M.P. = PERFORATED METAL PIPE MES - METAL END SECTION

2+75 'w'B C.M.P.A. = CORRUGATED METAL PIPE ARCH LoD = LEAD OFF DIDTCH3+75 'w'B C.M.P. CORRUGATED METAL PIPE D\vB DRIVEABLE \VATER BAR4+75 'w'B = =

5+75 'w'B S.P.P. = STRUCTURAL PLATE PIPE ED = ENERGY DISSIPAToR 6+75 'w'B S.P.P.A. = STRUCTURAL PLATE PIPE ARCH RD = ROCK DIP 7+75 'w'B S.P.A. = STRUCTURAL PLATE ARCH RRD = RIPRAP DRAINAGE

D = ROLLING DIP II/IV = CLASS OF RIPRAP

\VB = \vATERBAR

NOTEI 1. The contro.ctor ho.s the option of Insto.lllng either go.l vo.nlzed steel or o.luMlnuM ID = INTERCEPTING DIP o.lloy culvert o.t certo.ln loco.tlons on this project. the pipe schedule defines o.lterno.te AL = ALUMINUM thickness where o.luMlnuM o.lloy culvert pipe Mo.y be Isto.lled In lieu of go.lvo.nlzed steel pipe.

FE = GALVANIZED STEEL DRAINAGE SUMMARY2. All pipe 48' In dlo.Meter o.nd over sho.ll be elongo.ted 5/. unless otherwise specified. Culverts R.R.F. = RIPRAP FILL In sMo.ller dlo.Meters sho.ll be elongo.ted 5/. If noted.

C.B. = CATCH BASIN

3. Quo.ntltles on this sheet o.re bo.sed on design do.to. only o.nd o.re subject to o.djustMents SHEET NO. OFl.A. = INLET ASSEMBLY FOREST ROAD NO.before o.nd during construction to suit field conditions. PROJECT NO. SHEETSD.l. = DROP INLET

4. Corrugo.tlons to be 2-2/3' X 112' unless shown otherwise.

lie DENOTES SHOP ELONGATION STAN. STA'w'BERRY APPLICABLE 3 23 http:o.lterno.te http:certo.ln

CRB C-.-L

I--T,Y/, t

CLEARING LIMIT--------l

LIMIT 1

ROAD TEMPLATE TABLE

CRB I

Roa.d No, R,B, 5 REMARKST,Y/,-Jf ~SLOPE 3,1 1- SLIIPE [!:::> 41725L 12' 12' D

(typ)

~C_~.~_L~~-CRB--~~~~

I--- RB -.:....-j

4N72 12' 12' D1-1.------- RB

® 'WIDENING 'W 10 DITCH-CUT

CLEARING LIMIT

0'1

"...... a BALANCED 'W 10 DITCH Q) 1----- RB -------I

C\J " 3' MIN

SLOPE 311

<TYPICAl)

'WIDENING

® EMBANKMENT

2' MAX

D>~L=

NOTE. All OoggregOote IoOose Is grOocllng 2.

CLEARING LIMITS ~ ROAD WIDENING FOR WR, CW, TURNOUT DR DOUBLE LANE SEE DETAILS CD ® ® scor~ ilscorC-.-L

NOTES. EXISTING STANDARD SEE DETAILS Q) ® ® (!)

1. SEE RECONSTRUCTION DRAIJING SHEETS FOR REQUIRED IJIDTH.

III

2. SEE NEIJ CONSTRUCTION TYPICAL SECTIONS FOR BERM, ROADIJAYQj o

~ DITCH, AND SLOPE ROUNDING DETAILS.

L... 3. <T.W') TRAVELED WAY

d 4, (R,B,) ROADBED

5. (CRB) CLEAR EXISTING ROADBED AND DITCHES . TURNOUT DETAILS~ @ BALANCED 'W IDITCH 6.•• DR LENGTH SHOWING ON DRAWINGS.

z 7. MAINTAIN EXISTING ROAD SLOPE UNLESS SHOWN OHTERWISE.

r- 100' -----I(NR L or R) NARROW' ROAD STD, i---------CLEARING LIMIT---------I r 1 isO'

MATERIAL

~-*--------CRB--------~--~ T?J(t) COURSE DEPTH. SLOPE 1 1/21 1

EXISTING IJIDTH UNLESS DRAWINGS SHOIJ DTHERIJISE .

------------I ..----t-r-i EXCESS

OR PULL TO T.W.

ALTERNATE

SEE DRAIJINGS FOR CURVE WIDENING LOCATIONS. ORG. GROUND

CONFIGURATIONS

1. 'L' SHALL ACCOMODATE THE COMPACTING EQUIPMENT~RB~ 5'2. 'L' MAYBE WIDENED BY END DUMPING IN ORDER TO NR-L or R CUT SIDE

ACCOMODATE COMPACTING EQUIPMENT. THE REMAINDER

® THRU CUT OF THE EMBANKMENT SHALL BE PLACED AS SPECIFIED,

CLEARING LIMIT----I

3. PRIOR TO END DUMPING, SCARIFY THE

I--- RB ~

NR L or R EMBANKMENT

5'

ORIGINAL GROUND.

FILL SLOPE - ROCK

DR MATCH EXISTINGCOMMON SLOPE.

ROAD RECONSTRUCTION SECTIONSCUT SLOPE - SOLID ROCK t~~:t CONSTRUCT AS STAKED

LOOSE ROCK

COMMON 1 11211

Forest ProJect Roa.d # Sheet

STF STRAWBERRY SEE ABOVE 4

THRU FILL

AB-5 AGGREGATE BASE- DEPTH(INCHES) 1O+00=E,D,P,

R-3- ENTIRE LENGTH ------1.._C-5-L DR R REMOVE &. DISPOSE OF ALL VEGETATION,(FT)LEFT DR RIGHT

CB-L DR R CONSTRUCT BERM-LEFT DR RIGHT t----- SC-4-L&R

CD-L DR R CONSTRUCT DITCH - LEFT DR RIGHT

CRB CLEAR EXISTING ROADBED AND DITCHES

EXISTING

C\./-5-L DR R ADD CURVE 'WIDENING - 'WIDTH-LEFT DR RIGHT

i~ i f ~B ~B j D-15'L 'WJB ~~ISTING ~XiSTING \O/BLO 'WBCT\./ CLEAR TRAVELED 'WAY

D DR ID CONSTRUCT DIP DR INTERCEPTING DIP, DIRECTION INDICATED

D\'/B CONSTRUCT DRIVEABLE 'WATER BAR

EMB EMBANKMENT 1-+--1r--T-I 1 ~I'-----+-1----'---1,------,II 1----'----1-It--rll 1 ---'------'11--+-1----,-----t,1 I Ifi 11l----r---1----'-1r-+--I 1-+-1~t----r-fI~It------r-I + --+-a1""--'1 1----'----1--rl-----t111--'-- 11r--r-1--+------->1Ir-+-/-.------I

EXC EXCAVATION : 9+00 5+00 +95 +87 +47 +52 10+00

KD KEEP SIDE ROAD OPEN

LG-5 LO'WER GRADE - DEPTH <INCHES) I

I I

I

LDD-5 CONSTRUCT LEAD-OFF DITCH - FEET

NR-L DR R NARRO'W ROAD-LEFT DR RIGHT TO SPECIFIED 'WIDTH

PMP-5 INSTALL PERFORATED METAL PIPE-LENGTH (FEET)

R-2 RECONDITION(SPEC,306)-SCARIFY DEPTH SHO'WN<INCH)

RB-L DR R REMOVE BERM - LEFT DR RIGHT

RRF RIPRAP FILL SLOPE, SEE DETAIL SHEET

RG-6 RAISE GRADE - DEPTH<INCH)

I I I I I I I I I I I 1 I I I I I I I I I I ISl-L DR R REMOVE STUMP,NUMBER -LEFT DR RIGHT

SC-5-L DR R SLECTIVE CLEAR/PRUNE -'WIDTH(FT) LEFT OR RIGHT

SDS-L DR R 0 SLASH DISPOSAL SITE - LEFT DR RIGHT

SR-L DR R SLOPE ROAD -LEFT DR RIGHT (3/.-4/.)

T2L DR R REMOVE TREE, NUMBER -LEFT DR RIGHT

TD TIMBER DECK- LEFT DR RIGHT

\'/B CONSTRUCT 'W ATERBAR, DIRECTION INDICATED

\'/R-L DR R \oIIDEN ROAD-LEFT DR RIGHT TO SPECIFIED \oIIDTH

18' INSTALL CMP DIA,<IN')AND <FT) LENGTH INDICATED

CB ~ 30 DEG, \oI/CATCH BASIN(CB) DROP INLEHDD METAL END SECTION

(MES)DEBRIS RACK(DR) AND/OR SKE'W <nEG) lS' I I I I CLEANOUT AND REPAIR EXISTING CMP <INCH DIA)

EXTEND <FT) INDICATEDR ~~

INSTALL BERM DRAIN(FT) INDICATED

W REPAIR EXISTING BERM DRAIN

-1-----=\li7,.;.B=-----~-- ~-~- - - ~~~~~~~~~~~---I--------

'V REMOVE BERM DRAIN AND FLUME

INSTALL DO'WNDRAIN DIA<IN') AND LENGTH (FT)

DEG, INDICATED \01/30 DEG, ELBO\ol

CONSTRUCT DOUBLE LANE< >

/ CONSTRUCT TURNOUT\ II I I III I I I I I I I I I I I I I I I I I I I 1 I I

EXISTING DOUBLE LANE/TURNOUT

CONSTRUCT INTERSECTION, 25' RADIUSt>-~~

Of---------<O INSTALL GATE, STANDARD DR STOCKYARD

I PROPERTY BOUNDARY

NOT8 ALL \O/ATERBARS SHALL BE INSTALLED AFTER HAUL

CD REMOVE AND REINSTALL EXISTING ROCK BARRIER AND EXISTING \o/ATERBARS, RECONSTRUCTION

TOT AL SELECT CLEARING= .18 ACRES,

SHEET NO. OF

FOREST PROJECT ROAD NO, NO SHEETS

Designed By: M,S, 8c v,s, Checked By: V,S, STAN. STRA\oIBERRY 41725L 5 23

AB-5 AGGREGATE BASE-DEPTH<INCHES)

C-5-L DR R REMOVE 8. DISPOSE OF ALL VEGETATION,(FnLEFT DR RIGHT R-2 ENTIRE LENGTH

SC-4-L&RCB-L DR R CONSTRUCT BERM-LEFT DR RIGHT

CD-L DR R CONSTRUCT DITCH - LEFT OR RIGHT EXISTING

CRB CLEAR EXISTING ROADBED AND DITCHES pC-6-R - ~ GATE \.JR-4-R- +70 24"CW'-5-L DR R ADD CURVE \.JIDENING - \.JIDTH-LEFT DR RIGHT (EXCAVATION=74 ( ,YDS,)

RESHAPE RESHAPE RESHAPE ICTW' CLEAR TRAVELED 'vIAY " It D\.JB D\.JB D\.JB D\.JB D\.JB

D DR ID CONSTRUCT DIP DR INTERCEPTING DIP, DIRECTION INDICATED

DW'B CONSTRUCT DRIVEABLE 'vIATER BAR

EMB EMBANKMENT

I I I I I I I I I I I I I I I I I I I II(I I I I I I I I II I II I I Il~ I I

EXC EXCAVATION 0+00 1 5+00 I

+75 +60 +43 10+00

KD KEEP SIDE ROAD OPEN

LG-5 LO'vlER GRADE-DEPTH <INCHES) SC-4-L&R -ILDD-5 CONSTRUCT LEAD-OFF DITCH - FEET E,O,P,NR-L DR R NARRO'vl ROAD-LEFT DR RIGHT TO SPECIFIED 'vIIDTH

14+51PMP-5 INSTALL PERFORATED METAL PIPE-LENGTH (FEET)

R-2 RECONDITION(SPEC,306)-SCARIFY DEPTH SHO\.JN<INCH) CD

IDflE l RG-6 RAISE GRADE - DEPTH <INCH) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ISl-L DR R REMOVE STUMP,NUMBER -LEFT DR RIGHT +15 15+00SC-5-L DR R SLECTIVE CLEAR/PRUNE -'vIIDTH(Fn LEFT OR RIGHT 10+00

SR-L DR R SLOPE ROAD -LEFT DR RIGHT (3%-4%)

TD TIMBER DECK- LEFT DR RIGHT ·

W'B CONSTRUCT 'vIATERBAR, DIRECTION INDICATED

W'R-L DR R 'vIIDEN ROAD-LEFT DR RIGHT TO SPECIFIED 'vIIDTH

18' INSTALL CMP DIA,(IN')AND (FT> LENGTH INDICATED

DEG, 'vi/CATCH BASIN(CB) DROP INLEHDD METAL END SECTION

CB~ 30

(MES)DEBRIS RACK(DR) AND/OR SKE'vI (DEG)

1S' CLEAN OUT AND REPAIR EXISTING CMP <INCH DIA) I I I· I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IR EXTEND (FT> INDICATED~~

W INSTALL BERM DRAIN(FT> INDICATED

W REPAIR EXISTING BERM DRAIN

REMOVE BERM DRAIN AND FLUME 'W

18 K INSTALL DO\.JNDRAIN DIA<IN') AND LENGTH (FT>

DEG, INDICATED 'vi /30 DEG, ELBO'vlW30

CONSTRUCT DOUBLE LANE< >

L ~ CONSTRUCT TURNOUT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

EXISTING DOUBLE LANE/TURNOUTC~Z--~

CONSTRUCT INTERSECTION, 25' RADIUSt>

0 0 INSTALL GATE, STANDARD OR STOCKYARD

PROPERTY BOUNDARYI

CD CONSTRUCT ROCK BARRIER,

RECONSTRUCTION

NOT8 ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE EXISTING

ROADBED AND SHALL NOT HINDER DRAINAGE, SHEET NO, OFFOREST PROJECT ROAD NO, NO SHEETSTOTAL SELECT CLEARING= ,28 ACRES, M,S, g, V,S, v,s,Designed By: Checked By: STAN, STRA'vIBERRY 41816H 6 23

AB-5 AGGREGATE BASE- DEPTH CINCHES) M.P.0.122=E.O.P.

R-3- ENTIRE LENGTH --------------------------------~C-5-L OR R REMOVE 8. DISPOSE OF ALL VEGETATION,(FnLEFT DR RIGHT f-- SC-4-R SC-4~L&R

CB-L OR R CONSTRUCT BERM-LEFT DR RIGHT

~ f-C-8-L --CD-L OR R CONSTRUCT DITCH - LEFT DR RIGHT

>- I--W'R-5-L--CRB CLEAR EXISTING ROADBED AND DITCHES

LOD-25'LCW'-5-L OR R ADD CURVE VIDENING - VIDTH-LEFT DR RIGHT 5I (EXCAVAT ON= 65 C. YDS.)fP=llCTW' CLEAR TRAVELED '.lAY ~I

D OR ID CONSTRUCT DIP DR INTERCEPTING DIP, DIRECTION INDICATED

I DW'B CONSTRUCT DRIVEABLE VATER BAR 1

EMB EMBANKMENT ~ il .~5 I I 1.02f I I I I I 1.071 I I I I I I I I I I I I I

EXC EXCAVATION MIP. M.P, M.P.

Ko KEEP SIDE ROAD OPEN O.~O 0.1 0.2

LG-5 LOVER GRADE-DEPTH CINCHES)

LoD- 5 CONSTRUCT LEAD-OFF DITCH - FEET

NR-L OR R NARROV ROAD-LEFT OR RIGHT TO SPECIFIED VIDTH

R-2 RECONDITIONeSPEC.306)-SCARIFY DEPTH SHOVNeINCH)

RB-L OR R REMOVE BERM - LEFT OR RIGHT

RG-6 RAISE GRADE - DEPTH(INCH)

I I I I I I Sl-L OR R REMOVE STUMP,NUMBER -LEFT OR RIGHT

SC-5-L OR R SLECTIVE CLEAR/PRUNE -VIDTH(Fn LEFT DR RIGHT

SDS-L OR R 0 SLASH DISPOSAL SITE - LEFT OR RIGHT

SR-L OR R SLOPE ROAD -LEFT OR RIGHT (3%-4%)

T2L DR R REMOVE TREE, NUMBER -LEFT OR RIGHT

TD TIMBER DECK- LEFT OR RIGHT

W'B CONSTRUCT VATERBAR, DIRECTION INDICATED

W'R-L OR R VIDEN ROAD-LEFT DR RIGHT TO SPECIFIED VIDTH

18' INSTALL CMP DIA.<IN.)AND (FT) LENGTH INDICATED

CB~ 30 DEG. V/CATCH BASIN(CB) DROP INLET<DD METAL END SECTION

(MES)DEBRIS RACKeDR) AND/OR SKEV (DEG)

I I I I I I CLEANOUT AND REPAIR EXISTING CMP <INCH DIM

EXTEND eFT) INDICATED

INSTALL BERM DRAIN(FT) INDICATED

W REPAIR EXISTING BERM DRAIN

~~~~B· .~~~~~- - - - - -~------- - - -- - --- - - - -- - -- --~--- -.~ -~.~--~-----~~-~~

\f REMOVE BERM DRAIN AND FLUME

18" INSTALL DO '.IN DRAIN DIA<IN') AND LENGTH eFT)

W30 DEG. INDICATED '.1/30 DEG. ELBOV

CONSTRUCT DOUBLE LANE< >

CONSTRUCT TURNOUTI " I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

EXISTING DOUBLE LANE/TURNOUT

CONSTRUCT INTERSECTION, 25' RADIUSt>--o---~o INSTALL GATE, STANDARD OR STOCKYARD

PROPERTY BOUNDARY/

CD -INSTALL EARTH BARRIERS

BURIED W'ATER LINE, CONTACT COLD SPRINGS W'ATER COMPANY, BEFDRE DIGGING. RECONSTRUCTION

SHEET NO. OF

FOREST PROJECT ROAD NO.

TOT AL SELECT CLEARING=O.13 ACRES NO SHEETS

M.S. &. V.S. V .S.Designec/ By: Checked By: STAN. STRAVBERRY 41830D 7 23 http:CLEARING=O.13

AB-5 AGGREGATE BASE- DEPTH(INCHES) ~ R-3 ENTIRE LENGTH •C-5-L OR R REMOVE 8c DISPOSE OF ALL VEGETATION,(FDLEFT DR RIGHT

CB-L OR R CONSTRUCT BERM-LEFT DR RIGHT SC-4-L~R.ENTIRE LENGTH •

CD-L OR R CONSTRUCT DITCH - LEFT DR RIGHT I

CRB CLEAR EXISTING ROADBED AND DITCHES

C\.J-5-L OR R ADD CURVE W'IDENING - W'IDTH-LEFT DR RIGHT

CT\.J CLEAR TRAVELED W'AY

D OR ID CONSTRUCT DIP DR INTERCEPTING DIP, DIRECTION INDICATED

D\.JB CONSTRUCT DRIVEABLE W'ATER BAR

EMB EMBANKMENT

EXC EXCAVATION

KO KEEP SIDE ROAD OPEN

LG-5 LOW'ER GRADE-DEPTH (INCHES)

LOD-5 CONSTRUCT LEAD-OFF DITCH - FEET

NR-L OR R NARROW' ROAD-LEFT DR RIGHT TO SPECIFIED W'IDTH

PMP-5 INSTALL PERFORATED METAL PIPE-LENGTH (FEET)

R-2 RECONDITION(SPEC.306)-SCARIFY DEPTH SHOW'N(INCH)

RB-L OR R REMOVE BERM - LEFT DR RIGHT

RRF RIPRAP FILL SLOPE, SEE DETAIL SHEET

RG-6 RAISE GRADE- DEPTHCINCH)

Sl-L DR R REMOVE STUMP,NUMBER -LEFT DR RIGHT

SC-5-L OR R SLECTIVE CLEAR/PRUNE -W'IDTH(FT) LEFT DR RIGHT

SDS-L OR R 0 SLASH DISPOSAL SITE - LEFT DR RIGHT

SR-L OR R SLOPE ROAD -LEFT DR RIGHT (3%-4%)

T2L OR R REMOVE TREE, NUMBER -LEFT DR RIGHT

\.JB CONSTRUCT W'ATERBAR, DIRECTION INDICATED

\.JR-L OR R W'IDEN ROAD-LEFT DR RIGHT TO SPECIFIED W'IDTH

18' INSTALL CMP DIA.<IN.)AND (FT) LENGTH INDICATED

W'/CATCH BASIN(CB) DROP INLET<DD METAL END SECTIONCB~ 30 DEG.

(MES>DEBRIS RACK CDR) AND/OR SKEW' <DEG)

lS' CLEANOUT AND REPAIR EXISTING CMP (INCH DIA)R EXTEND (FT) INDICATED~~

W

INSTALL BERM DRAIN(FD INDICATED

W REPAIR EXISTING BERM DRAIN

W REMOVE BERM DRAIN AND FLUME

18' INSTALL DOW'NDRAIN DIA(IN') AND LENGTH (FT)

DEG. INDICATED W' /30 DEG. ELBOW'W30

L. ~ CONSTRUCT TURNOUT

C~T-~ EXISTING DOUBLE LANE/TURNOUT

CONSTRUCT INTERSECTION, 25' RADIUSC>

0 0 INSTALL GATE, STANDARD DR STOCKYARD

PROPERTY BOUNDARY

TOTAL SELECT CLEARING =0.68 ACRES.

K:\ps\e ~g'[I~(- r.;,0 t II ~tf..@ - . \S~ ~ N~';>"~\j' .r: .2W.m~~ fic:(;'~ ~:~"'c.!il ~ ,\ <iii .dre ( ' 1,a@Bf'~ mschaf r, Phaser 5500DN PS, 1:1.0542

END

18'EXISTING r-, PAVEMENTru I I D-z I'It

CJ

O!

.06 19 M.P.0.10.0 . 0.2

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I M.P. M.P. M.P.

0.3 0.40.2

D

LOD-20-L

RD

- C-6-R - LO.P.'WR-4-R NOT IN CONTRACT - -- M.P.0.7

50'- <EXCA\ A TION=22 C.YDS.)

18' r-, L-l

10.6f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

RECONSTRUCTION

SHEET NO. OFFOREST PROJECT ROAD NO.9:33:39 AM, NO SHEETS

M.S. ~ V.S. V.S.Designed By: Checked By: STAN. STRAWBERRY 4N12H 8 23

AB-5 AGGREGATE BASE- DEPTHCINCHES)

C-5-L DR R REMOVE 8c DISPOSE OF ALL VEGETATION,CFT>LEFT DR RIGHT

CB-L DR R CONSTRUCT BERM-LEFT DR RIGHT

CD-L DR R CONSTRUCT DITCH - LEFT DR RIGHT

CRB CLEAR EXISTING ROADBED AND DITCHES

C'w'-5-L DR R ADD CURVE WIDENING - WIDTH-LEFT DR RIGHT

CT'w' CLEAR TRAVELED WAY

D DR ID CONSTRUCT DIP DR INTERCEPTING DIP, DIRECTION INDICATED

D'w'B CONSTRUCT DRIVEABLE WATER BAR

EMB EMBANKMENT

EXC EXCAVATION

KD KEEP SIDE ROAD OPEN

LG-5 LOWER GRADE-DEPTH CINCHES)

LDD-5 CONSTRUCT LEAD-OFF DITCH - FEET

NR-L DR R NARROW ROAD-LEFT DR RIGHT TO SPECIFIED WIDTH

PMP-5 INSTALL PERFORATED METAL PIPE-LENGTH CFEET)

R-2 RECDNDITIDN(SPEC,306)-SCARIFY DEPTH SHDWN<INCH)

RB-L DR R REMOVE BERM. - LEFT DR RIGHT

RRF RIPRAP FILL SLOPE, SEE DETAIL SHEET

RG-6 RAISE GRADE- DEPTH<INCH)

Sl-L DR R REMOVE STUMP,NUMBER -LEFT DR RIGHT

SC-5-L DR R SLECTIVE CLEAR/PRUNE -WIDTHCFT) LEFT DR RIGHT

SDS-L DR R a SLASH DISPOSAL SITE - LEFT DR RIGHT

SR-L DR R SLOPE ROAD -LEFT DR RIGHT C3~-4~)

'w'B CONSTRUCT WATERBAR, DIRECTION INDICATED

'w'R-L DR R WIDEN ROAD-LEFT DR RIGHT TO SPECIFIED WIDTH

IS' INSTALL CMP DIA,(IN,)AND (FT) LENGTH INDICATED

DEG, W/CATCH BASINCCB) DROP INLETCDD METAL END SECTIONCB~ 30

(MES>DEBRIS RACK CDR) AND/OR SKEW CDEG)

lS' CLEAN OUT AND REPAIR EXISTING CMP <INCH DIA)R 15";1 EXTEND (FT> INDICATED ~...J

W

INSTALL BERM DRAINCFT> INDICATED

W REPAIR EXISTING BERM DRAIN

W REMOVE BERM DRAIN AND FLUME

18' INSTALL DOWNDRAIN DIAGN') AND LENGTH (FT)

W30 DEG, INDICATED W/30 DEG, ELBOW

L. ~ CONSTRUCT TURNOUT

C~T-~ EXISTING DOUBLE LANE/TURNOUT

CONSTRUCT INTERSECTION, 25' RADIUS ~

0 0 INSTALL GATE, STANDARD DR STOCKYARD

I- PROPERTY BOUNDARY

K:\ps\e 'l9ineer\construct\team-2 Strawber \4N12H_revised_2recon,DWG, Model, 4/13/2009 ~ >~\f"·~a•. ;' 55....fJ"~ r- ,~S 'r @t·"J rry\' 12lLre~d....2recon.D G 04/13/09 9'37at.l-iISClW'ER-XREFS:mscha I, ,. I ...._1 V U I J:. • :J ~ , NOT IN CONTRACT -

I I I I I I I I I I I I I I II

M,P, I M,P, I

0,8 0,9

FAB-. ~- NOT IN CONTRACT

(80 TONS) .

K-D

I I I I ~,031 I I I I ILl 9I I I M,P, I I I M,P, I

1.11.0

NOT IN CONTRACT

E,D,P,=M,P, 1.22

I I I 1.22 I I I I I I I I I I I I I I I

I I I I I I I I I I I I I I I I I I I I I I I I I

9:37:56 AM,

M,S, 8c v,s, v,s,Designed By: Checked By:

AB-4- r-

D j

I I I I I I I I I ,9~ I I M,P, 1.0

• C-5-L

~ WR-3-L

. ~=15 C,YDS,'

DD-25-L

I 111431 IUTI I I I II1.J . M,P,

1.2

I I I I I I . 1 I I I I I

I I I I I I I I I I I I I I I I

RECONSTRUCTION

SHEET NO, OFFOREST PROJECT ROAD NO, NO SHEETS

STAN, STRAIJBERRY 4N12H 9 23

AB:""5

C-5-L OR R

CB-L OR R

CD-L OR R

CRB

C\'/-5-L OR R

CT\,/

D OR ID

D\,/B

EMB

EXC

KO

LG-5

LOD-5

NR-L OR R

PMP-5

R-2

RB-L OR R

RRF

RG-6

Sl-L OR R

SC-5-L OR R

SDS-L OR R a

SR-L OR R

T2L OR R

TD

\,/B

\'/R-L OR R

CB~ 30 DEG.

18"

R '5;1 ~...J

\0/

W

W

18'

W30 DEG.

L. ~

C:"T-~

0 0 .,.

TOTAL SELECT

AGGREGATE BASE- DEPTH<INCHES)

REMOVE 8. DISPOSE OF ALL VEGETATION,(FnLEFT OR RIGHT

CONSTRUCT BERM-LEFT OR RIGHT

CONSTRUCT DITCH - LEFT OR RIGHT

CLEAR EXISTING ROADBED AND DITCHES

ADD CURVE WIDENING - WIDTH-LEFT OR RIGHT

CLEAR TRAVELED WAY

CONSTRUCT DIP OR INTERCEPTING DIP, DIRECTION INDICATED

CONSTRUCT DRIVEABLE WATER BAR

EMBANKMENT

EXCAVATION

KEEP SIDE ROAD OPEN

LOWER GRADE-DEPTH (INCHES)

CONSTRUCT LEAD-OFF DITCH - FEET

NARROW ROAD-LEFT OR RIGHT TO SPECIFIED WIDTH

INSTALL PERFORATED METAL PIPE-LENGTH (FEET)

RECIlNDITIDN(SPEC.306)-SCARIFY DEPTH SHOWN(INCH)

REMIlVE BERM - LEFT OR RIGHT

RIPRAP FILL SLOPE, SEE DETAIL SHEET

RAISE GRADE- DEPTH(INCH)

REMOVE STUMP,NUMBER -LEFT DR RIGHT

SLECTIVE CLEAR/PRUNE -WIDTH(FT> LEFT DR RIGHT

SLASH DISPOSAL SITE - LEFT DR RIGHT

SLOPE ROAD -LEFT OR RIGHT (3Y.-4Y.)

REMOVE TREE, NUMBER -LEFT IlR RIGHT

TIMBER DECK- LEFT OR RIGHT

CONSTRUCT WATERBAR, DIRECTION INDICATED

WIDEN ROAD-LEFT DR RIGHT Til SPECIFIED WIDTH

INSTALL CMP DIA.(IN.)AND (FT> LENGTH INDICATED

W/CATCH BASIN(CB) DROP INLETCDI> METAL END SECTION

(MES)DEBRIS RACK(DR) AND/OR SKEW (DEG)

CLEANOUT AND REPAIR EXISTING CMP <INCH DlA>

EXTEND (FT> INDICATED

INSTALL BERM DRAIN(Fn INDICATED

REPAIR EXISTING BERM DRAIN

REMOVE BERM DRAIN AND FLUME

INSTALL DIlWNDRAIN DIA<IN.) AND LENGTH CFT> INDICATED W/30 DEG. ELBIlW

CONSTRUCT DOUBLE LANE

CONSTRUCT TURNOUT

EXISTING DOUBLE LANE/TURNIlUT

CONSTRUCT INTERSECTION, 25' RADIUS

INSTALL GATE, STANDARD DR STOCKYARD

PROPERTY BOUNDARY

CLEAR = 2.66 ACRES.

-R-3 TO M.P. 0.9a5 •r-::- ~

SC-4-L&R ENTIRE LENGTH •

END

EXISTING

EXISTING

PAVEMENT GATE

00 1

>-1

~I

I

: ~.OO~ I I ~.O31 I I I I I I

MIP,

01r0

I I I I I I I I I I I I I I I I M.P.

0.2

I I I I I I I I I I I I I I I I M.P.

0.4

I I I I I I I I I I I I M.P.

0.6

M.S. 8. V.S.Designed Byl Checkecl Byl

LOD-10-L

I I I ~.p.1 I I I I I I I I I I I I I I .179 M,P, 0,1 0,2

KO

4N39A LT.

I I I I I I I I I I I I I I I ~'3~ I I I I I I1.1 M.P.0.3 0.4

I I I I I I I I I I I I I I I I I I I I I IIt IM.P. M.P.

4187C0.5 0.6

CONTROLLED

- -- - - - _AREA ___ - ---- - -- - ----

NO EQUIPMENT

OFF ROAD.

I I I I I I I I I I I I I O·t87 I I I I M.P. M,P.

0.7 0.8

RECONSTRUCTION

SHEET NO. OFFOREST PROJECT ROAD NO. NO SHEETS

V.S. STAN. STRAWBERRY 4N39 10 23

AB-5 AGGREGATE BASE-DEPTH(INCHES) END

C-5-L DR R REMOVE 8c DISPOSE OF ALL VEGETATION,(FT>LEFT DR RIGHT R-3

·CB-L DR R CONSTRUCT BERM-LEFT DR RIGHT BEGIN

CD-L DR R CONSTRUCT DITCH - LEFT DR RIGHT EXISTING

CRB CLEAR EXISTING ROADBED AND DITCHES AGGREGATE BASE

CVI-5-L DR R ADD CURVE IJIDENING - IJIDTH-LEFT DR RIGHT 4N39X

CTVI CLEAR TRAVELED IJAY RD

DVIB CONSTRUCT DRIVEABLE IJATER BAR

EMB EMBANKMENT ::; 1 ·1

0.9KD KEEP SIDE ROAD DPEN 0.8 1.0

LG-5 LOIJER GRADE-DEPTH (INCHES)

LDD-5 CONSTRUCT LEAD-OFF DITCH - FEET TlR

NR-L DR R NARROIJ ROAD-LEFT DR RIGHT TO SPECIFIED IJIDTH (31' DIA. []AK)

R-2 RECONDITION(SPEC.306)-SCARIFY DEPTH SHOWN(INCH)

RG-6 RAISE GRADE- DEPTH(INCH)

Sl-L DR R REMOVE STUMP,NUMBER -LEFT DR RIGHT 1 1 1 I 1 1 1 1 1 1 1 1 1 1

1 ~.p.1 1 1 1 1 I I I I I I I I I J.19~

M.P. M.P.SC-5-L DR R SLECTIVE CLEAR/PRUNE -IJIDTH(FT> LEFT DR RIGHT 1.11.0 1.2SDS-L DR R 0 SLASH DISPOSAL SITE - LEFT DR RIGHT

SR-L DR R SLOPE ROAD -LEFT DR RIGHT (3r.-4r.)

C[]NTR[]LLEDTD TIMBER DECK- LEFT DR RIGHT AREA

VlB CONSTRUCT IJATERBAR, DIRECTION INDICATED N[] EQUIPMENT

[]FF R[]AD.

VlR-L DR R IJIDEN ROAD-LEFT DR RIGHT TO SPECIFIED IJIDTH

18' INSTALL CMP DIA.(IN.)AND (FT> LENGTH INDICATED

rDEG, W/CATCH BASIN(CB) DROP INLET(DD METAL END SECTIONCB~ 30

(MES)DEBRIS RACK(DR) AND/OR SKEIJ (DEG)

W INSTALL BERM DRAIN(FT> INDICATED

REPAIR EXISTING BERM DRAIN EXISTINGW

- - - ---- - -- - - - -- ---- - --_. - -_. -- -- - - - - --- - --- __ ..__ 0_. ____ - - - . - - - ---- - - --S-,.[]e:~YARD- - - - -- -- - - - - - - - .. . . _. - - --- . "- _. - - ___ .._0

W REMOVE BERM DRAIN AND FLUME GATE

[]VERHEADINSTALL DOWNDRAIN DIA<IN.) AND LENGTH (FT>DEG. INDICATED 1J/30 DEG. ELBOIJ P[]WER LINEf30

CONSTRUCT DOUBLE LANE< >

1.4 1.5 1.6CONSTRUCT INTERSECTION, 25' RADIUSt>

RECONSTRUCTION

SHEET NO. OFFOREST PROJECT ROAD NO. NO SHEETS

M.S. 8c V.S. V.S.Designed By' Checked By' STAN, STRAWBERRY 4N39 11 23

AB-5 AGGREGATE BASE-DEPTH(INCHES)

C-5-L DR R REMOVE & DISPOSE OF ALL VEGETATION,(FnLEFT DR RIGHT

CB-L DR R CONSTRUCT BERM-LEFT DR RIGHT

CD-L DR R CONSTRUCT DITCH - LEFT DR RIGHT

CRB CLEAR EXISTING ROADBED AND DITCHES

CVI-5-L DR R ADD CURVE IJIDENING - IJIDTH- LEFT DR RIGHT

CTVI CLEAR TRAVELED IJAY

DVIB CONSTRUCT DRIVEABLE IJATER BAR

EMB EMBANKMENT I I I I I I I I I II I I I I I I I I I 1.1 I I I I I I I I ·1 I I I I I I I I I IEXC EXCAVATION M,P, M,P, KD KEEP SIDE ROAD OPEN 1.6 1.7 1.8

NR-L DR R NARROIJ ROAD-LEFT DR RIGHT TO SPECIFIED IJIDTH

R-2 RECONDITION(SPEC,306)-SCARIFY DEPTH · SHOIJN(INCH)

RB-L DR R REMOVE BERM - LEFT OR RIGHT

I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I ISl-L DR R REMOVE STUMP,NUMBER -LEFT DR RIGHT M,P, M,P, M,P,SC-5-L DR R SLECTIVE CLEAR/PRUNE -IJIDTH(FT> LEFT DR RIGHT 1.91.8 2,0SDS-L DR R 0 SLASH DISPOSAL SITE - LEFT DR RIGHT

SR-L DR R SLOPE ROAD -LEFT DR RIGHT (3r.-4r.)

VlB CONSTRUCT IJATERBAR, DIRECTION INDICATED

VlR-L DR R IJIDEN ROAD-LEFT DR RIGHT TO SPECIFIED IJIDTH

INSTALL CMP DIA,(IN,)AND (FT> LENGTH INDICATED

CB 4' 30 DEG, IJ/CATCH BASIN(CB) DROP INLET(DD METAL END SECTION~ (MES)DEBRIS RACK(DR) AND/OR SKEIJ (DEG)

18' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ICLEANOUT AND REPAIR EXISTING CMP (INCH DIA)R '5;1 EXTEND (FT> INDICATED M,P, M,P.M,P,~...I

2.0 2.1 2.2

W INSTALL BERM DRAIN(FT> INDICATED

W REPAIR EXISTING BERM DRAIN

- - -- - - --- - - - -- -- --_ .... _"- -- - --_ 0 --- -- .--- _ ·· _ ____ ____ - - --", . - - - -- - _.. - - - -- -- - --- - - - - - ., __ _ • __ __ -0 . . -- . - .. - - - - - -- .. - - -- - - - - - ... - - - - - - - . --- - .. -

REMOVE BERM DRAIN AND FLUME

Sf

INSTALL DOIJNDRAIN DIA(IN,) AND LENGTH (FT>

f30 DEG, INDICATED IJ/30 DEG, ELBOIJ

CONSTRUCT DOUBLE LANE< >

L. ~ CONSTRUCT TURNOUT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

C~T-~ EXISTING DOUBLE LANE/TURNOUT M.P. M.P. M.P.

2.2 2,3 2.4CONSTRUCT INTERSECTION, 25' RADIUSt>

SHEET NO. OFFOREST PROJECT ROAD NO, NO SHEETS

M,S, & V,S. V,S,Designed By' Checked By' STAN. STRAIJBERRY 4N39 12 23

AB-5 AGGREGATE BASE-DEPTH(INCHES)

C-5-L DR R REMOVE 8. DISPOSE OF ALL VEGETATION,(FT>LEFT OR RIGHT

CB-L DR R CONSTRUCT BERM-LEFT OR RIGHT

CD-L DR R CONSTRUCT DITCH - LEFT OR RIGHT

CRB CLEAR EXISTING ROADBED AND DITCHES

CW-5-L DR R ADD CURVE WIDENING - WIDTH-LEFT OR RIGHT

CTW CLEAR TRAVELED WAY

D DR ID CONSTRUCT DIP OR INTERCEPTING DIP, DIRECTION INDICATED

DWB CONSTRUCT DRIVEABLE WATER BAR

EMB EMBANKMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ·1 1 1 1 1 1 1I I I I I I I I 1.1 I I I I I IEXC EXCAVATION M,P, M,P, KD KEEP SIDE ROAD OPEN . 2.4 2,5 2,6

LG-5 LOWER GRADE-DEPTH (INCHES) M.P.2.70

LDD-5 CONSTRUCT LEAD-OFF DITCH - FEET E.D.P.

NR-L DR R NARROW ROAD-LEFT DR RIGHT TO SPECIFIED WIDTH

R-2 RECONDITIDN(SPEC.306)-SCARIFY DEPTH SHOWN(INCH)

RG-6 RAISE GRADE-DEPTH(INCH)

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I I I I I 1.1 I I I I ISl-L DR R REMOVE STUMP,NUMBER -LEFT DR RIGHT

·1

M,P,SC-5-L DR R SLECTIVE CLEAR/PRUNE -WIDTH(FT> LEFT DR RIGHT 2,6 2,7

SDS-L DR R 0 SLASH DISPOSAL SITE - LEFT OR RIGHT

SR-L DR R SLOPE ROAD -LEFT DR RIGHT (37.-47.)

T2L. DR R REMOVE TREE, NUMBER -LEFT DR RIGHT

TD TIMBER DECK- LEFT DR RIGHT

WB CONSTRUCT WATERBAR, DIRECTION INDICATED

WR-L DR R WIDEN ROAD-LEFT OR RIGHT Til SPECIFIED WIDTH !

INSTALL CMP DIA,(IN,)AND (FT> LENGTH INDICATEDCB~ 30 DEG, W/CATCH BASIN(CB) DROP INLET(DD METAL END SECTION

(MES)DEBRIS RACK(DR) AND/OR SKEW (DEG)

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIS"

CLEANOUT AND REPAIR EXISTING CMP (INCH DIA) 1 1 1 1 1 1 1 1

R '5~ EXTEND (FT> INDICATED

~...I

W INSTALL BERM DRAIN(FT> INDICATED

W REPAIR EXISTING BERM DRAIN

.. . -- - - - -- -- - - - -- _ _ __ - - __ _ _0'- • _._ ••_. -- - - -- -- - - - - - - - - - - -- . - - - - - .- - - - - -- -- - - - -- - --- - ---- - -- • - . --0 __ _ . _.. - . - .. _ .. - - - - . - --_ .. _ -- -- --- - --- -- - -- - - -- - - --- . -- .. - _. - -- ._-- - --- - - - ----

W REMOVE BERM DRAIN AND FLUME

INSTALL DOWNDRAIN DIA<IN.) AND LENGTH (FT>

'30 DEG, INDICATED W/30 DEG, ELBOW

CONSTRUCT DOUBLE LANE< >

L. ~ CONSTRUCT TURNOUT

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I I I I I I I I I I I I I I I I

C~T-~ EXISTING DOUBLE LANE/TURNOUT

CONSTRUCT INTERSECTION, 25' RADIUS~

0 0 INSTALL GATE, STANDARD DR STOCKYARD,. PROPERTY BOUNDARY

RECONSTRUCTION

SHEET NO, OFFOREST PROJECT ROAD NO, NO SHEETS

M,S, 8c v,s, v,s.Designed By. Checked By. STAN, STRAWBERRY 4N39 13 23 http:M.P.2.70

AB-5 AGGREGATE BASE-DEPTH(INCHES) 8+50=E.D.P.

C-5-L DR R REMIlVE s. DISPIlSE DF ALL VEGETATIIlN,(FnLEFT IlR RIGHT R-2 ENTIRE LENGTH •

SC-4-L8cRCB-L DR R CIlNSTRUCT BERM-LEFT IlR RIGHT

CD-L DR R CIlNSTRUCT DITCH - LEFT IlR RIGHT

D\.JB CIlNSTRUCT DRIVEABLE VATER BAR I I~I

I

EMB EMBANKMENT I

I

I I I I I I I I I I I I I I I I I I I I I I I I I

EXC EXCAVATIIlN I Oll-OO 5+00 8+50

KD KEEP SIDE RIlAD IlPEN

LG-5 LIlVER GRADE-DEPTH (INCHES)

LDD-5 CONSTRUCT LEAD-IlFF DITCH - FEET

NR-L DR R NARRIlV RIlAD-LEFT IlR RIGHT TO SPECIFIED VIDTH

PMP-5 INSTALL PERFIlRATED METAL PIPE-LENGTH (FEET)

R-2 RECONDITION(SPEC.306)-SCARIFY DEPTH SHOVN(INCH)

RB-L DR R REMIlVE BERM - LEFT DR RIGHT

RRF RIPRAP FILL SLIlPE, SEE DETAIL SHEET

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ISl-L DR R REMIlVE STUMP,NUMBER -LEFT DR RIGHT

SC-5-L DR R SLECTIVE CLEAR/PRUNE -VIDTH(FT> LEFT IlR RIGHT

SDS-L DR R 0 SLASH DISPIlSAL SITE - LEFT IlR RIGHT

SR-L DR R SLIlPE RIlAD -LEFT DR RIGHT (37.-47.)

T2L DR R REMIlVE TREE, NUMBER -LEFT IlR RIGHT

\.JB CONSTRUCT VATERBAR, DIRECTIIlN INDICATED

\.JR-L DR R VIDEN RIlAD-LEFT IlR RIGHT Til SPECIFIED VIDTH

INSTALL CMP DIA.<IN.)AND (FT> LENGTH INDICATED

CB 4' 30 DEG. "'/CATCH BASIN(CB) DRIlP INLET(DI> METAL END SECTION

(MES)DEBRIS RACK(DR) AND/OR SKEV (DEG)

18'

R rs;1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ICLEANOUT AND REPAIR EXISTING CMP (INCH DIA)

EXTEND (FT> INDICATED

~...J

W INSTALL BERM DRAIN(FT> INDICATED

~ - ..-- --- - --- - - -- _. - -- -- - --- - . -- - - -- -\if REPAIR EXISTING BERM DRAIN

W REMIlVE BERM DRAIN AND FLUME

INSTALL DO'tlNDRAIN DIA(IN.) AND LENGTH (FT>~;O DEG. INDICATED V/30 DEG. ELBOV

CIlNSTRUCT DIlUBLE LANE< > L. ~ CIlNSTRUCT TURNIlUT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C:"T-~ EXISTING DIlUBLE LANE/TURNIlUT t>

CONSTRUCT INTERSECTION, 25' RADIUS

I- PRIlPERTY BIlUNDARY

NOTEI ALL WlATERBARS SHALL BE INSTALLED AFTER HAUL.

SHEET NO. OF

AB-5 AGGREGATE BASE-DEPTH<INCHES) ..R-3 ENTIRE LENGTH

C-5-L OR R REMOVE 8. DISPOSE OF ALL VEGETATIDN,(FT)LEFT OR RIGHT I"AB-4(60.0 TONS)

SC-4-L~R ENTIRE LENGTH ..CB-L OR R CONSTRUCT BERM-LEFT OR RIGHT

EXISTINGCD-L OR R CONSTRUCT DITCH - LEFT OR RIGHT STOCKYARD

CRB CLEAR EXISTING ROADBED AND DITCHES 18' GATE

r-l

ICW'-5-L OR R ADD CURVE IJIDENING - IJIDTH-LEFT OR RIGHT I I I CD

CTW' CLEAR TRAVELED IJAY

("')1

D DR ID CONSTRUCT DIP OR INTERCEPTING DIP, DIRECTION INDICATED

DW'B CONSTRUCT DRIVEABLE IJATER BAR

I~!I TEMB EMBANKMENT I I I I I I I I I I I I I I I I I I 1·1o f I I I I I I I I I I I I I I I I I I1.0711

EXC EXCAVATION MIP. M,P, M,P,

Ko KEEP SIDE ROAD OPEN 010 0.1 0,2 r E.o.P.

LG-5 LolJER GRADE-DEPTH <INCHES) I 4N67

LoD-5 CONSTRUCT LEAD-OFF DITCH - FEET . BEGIN

4N67ANR-L DR R NARRolJ ROAD-LEFT OR RIGHT TO SPECIFIED IJIDTH

PMP-5 INSTALL PERFORATED METAL PIPE-LENGTH (FEET) C- 12-R

R-2 RECONDITION(SPEC.306)-SCARIFY DEPTH SHoIJN<INCH) \.IR-10-R

(EXCAVATIoN;:;390 C,YDS')RB-L OR R REMOVE BERM - LEFT OR RIGHT

RG-6 RAISE GRADE - DEPTH<INCH)

Sl-L DR R I I I I I I I I I I I I I I I I I I I I JJ.p .oi~= I.JNN1NG IRD. IJ I I I IOO~ I I I I I I IREMOVE STUMP,NUMBER -LEFT OR RIGHT M.P. M,P,SC-5-L DR R SLECTIVE CLEAR/PRUNE -IJIDTH(FT> LEFT OR RIGHT 0,2 0,3 0,1SDS-L DR R 0 SLASH DISPOSAL SITE - LEFT OR RIGHT

SR-L DR R SLOPE ROAD -LEFT OR RIGHT (3%-4%)

T2L OR R REMOVE TREE, NUMBER -LEFT OR RIGHT

TD TIMBER DECK- LEFT OR RIGHT

W'B CONSTRUCT IJ ATERBAR, DIRECTION INDICATED

W'R-L OR R IJIDEN ROAD-LEFT OR RIGHT TO SPECIFIED IJIDTH ~C-H\.IR-5-L

18' (EXCAVATIoN;:;150 C,YDS,)

INSTALL CMP DIA.(IN.)AND (FT> LENGTH INDICATED

IJ/CATCH BASIN(CB) DROP INLET<DD METAL END SECTION

CB~ 30 DEG,

(MES>DEBRIS RACK(DR) AND/OR SKEIJ (DEG)

lS' I .~491CLEANoUT AND REPAIR EXISTING CMP <INCH DIA) I I I I I I I I I I I I I I I I I I I I I I .~1O I I I I I I I I I I I I I I IR rs-;1 EXTEND (FD INDICATED M,P,~..J M,P, M,P, 0,1 0,2 0,3

W INSTALL BERM DRAIN(FD INDICATED

Lo,P, M,P.0.31

REPAIR EXISTING BERM DRAIN

1--- - - ~~- - - --- ._----- - ----- - ----- - - - . 1--------_ .__. -.---.- ------- - -- - - - - - - ---- - -- -- - -- - --. _.- _.. .. - --- -- -_.- - ---- -- - - . - - - • •• -- 0 - - - - - - - ---- - -- - - . - -"- - --- - . - - -- -------- - - - ------- -- - - --- - -- - -- - - - - - - - - -- - -- - -- - -- - - - - ---

REMOVE BERM DRAIN AND FLUMEW

\? I ®18 u INSTALL Do'w'NDRAIN DIA(IN.) AND LENGTH (FT>

DEG, INDICATED 'w' /30 DEG, ELBo'w' W30

CONSTRUCT DOUBLE LANE

L ~ CONSTRUCT TURNOUT

I I I IO.3~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c~7--~ EXISTING DOUBLE LANE/TURNOUT M,P, M,P, 0,3 0.4

0 0 INSTALL GATE, STANDARD OR STOCKYARD

PROPERTY BOUNDARYI

Q)- \.IooD GATE POST NEEDS TO BE REMOVED DURING HAUL AND REPLACED

AFTER HAUL.

®- EXIISTING BEE BOXES OCCUPYING EXISTING LANDING NEEDS

TO BE REMOVED,

RECONSTRUCTION

TOTAL SELECT CLEAR ON ROAD 4N67 ;:; 0,30 ACRES, SHEET NO, OF

TOTAL SELECT CLEAR ON ROAD 4N67A ;:; 0.41 ACRES, FOREST PROJECT ROAD NO, NO SHEETS

M.S. 8. V,S. V.S.Designed By: Checked By: STAN, STRAIJBERRY 4N67 8. 4N67A 15 23 http:M,P.0.31

AB-5 AGGREGATE BASE-DEPTH<INCHES) r- R-3 ENTIRE LENGTH • C-5-L DR R REMOVE 8. DISPOSE OF ALL VEGET A TION,(FnLEFT DR RIGHT

SC-4-L8cR,::::iCB-L DR R CONSTRUCT BERM-LEFT DR RIGHT a::: I C-4-R

CD-L DR R CONSTRUCT DITCH - LEFT DR RIGHT > C-4-L8cR-I·a::: lS'CRB CLEAR EXISTING ROADBED AND DITCHES a::: E~ w r-,EXISTING ~C'W-5-L DR R ADD CURVE IJIDENING - IJIDTH-LEFT DR RIGHT I t

~ PAVEMENT

CT'W CLEAR TRAVELED IJAY a:::

l- D DR ID CONSTRUCT DIP DR INTERCEPTING DIP, DIRECTION INDICATED Col) jeD

D'WB CONSTRUCT DRIVEABLE IJATER BAR I=l

...J EMB EMBANKMENT CJ ,p061

I I I I I I I I I III I I II M,P,I I II I I I I I I I I I I I I I I I I

lilt I HEXC EXCAVATION M,P, M,P, i

VB VB VB VB VBKD KEEP SIDE ROAD OPEN 0,0 0.1 0,2,06 ,073 ,107 .121

,OS8

NR-L DR R NARROIJ ROAD-LEFT DR RIGHT TO SPECIFIED IJIDTH SC H R lS'

- • @ r-, VB VB t I VBR-2 RECONDITION(SPEC,306)-SCARIFY DEPTH SHOIJN(INCH) ~ RB-L DR R REMOVE BERM - LEFT DR RIGHT

RG-6 RAISE GRADE-DEPTH(INCH)

I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I II 1111@1 III I IIISl-L DR R REMOVE STUMP,NUMBER -LEFT DR RIGHT M.P,M,P, ,335 ,349 ,363,367 ,381 SC-5-L DR R SLECTIVE CLEAR/PRUNE -IJIDTH(FT) LEFT DR RIGHT 0,3 ,395tci::' 0,2

SR-L DR R SLOPE ROAD -LEFT DR RIGHT (3Y.-4Y.)

T2L DR R REMOVE TREE, NUMBER -LEFT DR RIGHT -- SC-4-!-

TD TIMBER DECK- LEFT DR RIGHT L8cR

'WB CONSTRUCT IJATERBAR, DIRECTION INDICATED M'p,0.409

LO,P,'WR-L DR R IJIDEN ROAD-LEFT DR RIGHT TO SPECIFIED IJIDTH

IS' INSTALL CMP DIA,(lN,)AND (FT> LENGTH INDICATED

DEG, IJ/CATCH BASIN(CB) DROP INLET(DD METAL END SECTION

CB~ 30

(MES>DEBRIS RACK <DR) AND/OR SKEIJ (DEG)

lS' DIA) I0.4p9 I I I I I I I I I I I I I I I I I I I I I I I I I I I I CLEANOUT AND REPAIR EXISTING CMP <INCH

EXTEND (FT> INDICATED

R q~ M,P, 0.4

W INSTALL BERM DRAIN(FT> INDICATED

W REPAIR EXISTING BERM DRAIN

--- - ---------- ._-- .._.- _.. -_. -_.- -_......_- ._------ _._------- - - .__ .. - --------- ------------- --------------- - - ---- - - -- - - _ .. -- - - - ... _.... _._-_._---- . ----- -------- - --_ .. _-- - - -- - - - - - - -_. _.... -- ... - - . -- _. __.- -- --- -- - - - - ------ REHUVE BERM DRAIN AND FLUMEW

18 H INSTALL DOIJNDRAIN DJA<IN,) AND LENGTH (FT>

W30 DEG, INDICATED IJ/30 DEG, ELBOIJ

CONSTRUCT DOUBLE LANE

L. ~ CONSTRUCT TURNOUT

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

C~;Z--~- EXISTING DOUBLE LANE/TURNOUT

I- PROPERTY BOUNDARY

CD - CONSTRUCTION OF EARTH BARRIER,

® - SCATTER CLEARING DEBRI ON ROAD BED FOR 100' AFTER HAUL,

® -. CONSTRUCT \oIATERBARS AFTER HAUL AND SPACE EVERY 75', RECONSTRUCTION

0- REMOVAL OF C,M,P, AFTER HAUL. SHEET NO, OFFOREST PROJECT ROAD NO. NO SHEETS

TOTAL SELECT CLEARING= 0,40 ACRES M,S. 8. V,S.Designecl By' Checkecl By; v,s, STAN, STRAIJBERRY 4N72 16 23

DIP SECTION

ROADVIAY

COMPACTED FILL

NOTE:

COMPACT BERM 15' EACH SIDE OF DRAIN

COMPACT FILL SLOPE ADJACENT TO DRAI~

TOE OF FILL

TYPICAL RIPRAP FILL

EARTH BERM

HAND PLACED RIPRAP

A-A

3' l'

SECTI N C-C

I

-- ------ - -- ---- ~ - - - - --- -~-- - ---- -- --- ------ -1--

~------------8'------------~

SLOPE

1 112:1

TRAVELED \.JAY EARTH BERM

~ RIPRAP AS SHo\.JN

ON THE DDRA\.JINGS

COMPACTED FILL TYPICAL LEAD-OFF DITCH SECTION

6'MIN~

CLEARANCE IN DIP

RIP RAP FILL

BOTTOM OF DIP------->

I SHEET N~ OF

FOREST PROJECT ROAD NO. I NO. SHEETS

SECTION D- D

STAN STRAVBERRY 17 23

NOTE: CONSTRUCT TO A 10%

-0 Qj

VI

> TYPICAL LEAD-OFF DITCH SECTIONQj a::: TYPICAL 'vi ATERBAR DETAIL

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C\J (J\ C>

'" C>

GRADE

c

AREA TO BE CLEARED

AMD GRUBBED

GRADE VHENEVER POSSIBLE

SLOPE

1 1/2:1

3/ ________________~

VARIABLE SLOPE

3"1 MINIMUM

CUT AS NEEDED TO OBTAIN MATERIAL

FOR BERM. (NOT TO EXCEED

ROAD GRADE

19')

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+' 1. 01 EQUALS PERCENT OF GRADE PLUS 5.

~---8' ---~

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1=1 0'=20 ::J

2. NO COMPACTION REQUIRED FOR VATER BAR.

3. VATER BAR SHALL BE CONSTRUCTED TO 'vi ATER BAR DETAIL

ALLOV FOR VATER TO DRAIN TO THE FURRO\J) LEAD-OFF DITCH

OUTSIDE OF ROADBED. FOREST PROJECT ROAD # SHEET S S.

STF STRA\.IBERRY 18 23

BOTTOM OF DIP

A B c D

I

BREAK ~ITH DESIGN GRADE

DO'w'N GRADE ~ ROAD- -~ ---+----'1GRADE BREAK

VARIABLE

CO BERM 12' MINIMUM HEIGHTI

/ ~ I '\

E F --...-1"1 H

NOTES:

PLAN 1, BERM NOT REQUIRED ON INSLOPED ROADS.

ROUND TOP 2, COMPACT BERM 15' EACH SIDE OF DRAIN OPENING.

DESIGN GRADE

3, MATERIAL EXCAVATED SHALL BE PLACED BY COMPACTIONFILL VARIABLE

METHOD SPECIFIED FOR ADJACENT ROADBED

D 4. THIS TYPE OF DIP SHOULD NOT BE USED IN GRADES::::=-- H OVER 81..

VARIABLE AS NEEDED

.p

III FOR BALANCING 25' 25'

L Ql EXCAV ATION FROM DIP 5, BERM NOT REQUIRED ~HEN DIP EMPTIES ONTD o lL. NATURAL GROUND.

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DIP PROFILE - OUTSLOPED ROAD

III

d

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CS1G EVl

C ROUND TOP

d ::

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Ql L 12' 12' o lL.

A D

<I: E HI=l 1

::J VARIABLE AS NEEDEDC/)

18' 18' 100'FOR BALANCING

~ ROUND BOTTOM

100'

EXCAVATION FROM DIP

ROLLING DIP

DIP PROFILE INSLOPED ROAD

FOREST PROJECT ROAD # SHEET ss, STF STRA~BERRY APPLICABLE 19 23

ROCK DIP RIPRAP DRAINAGE

1-------- AGGREGATE BASE ----------1--.--------- AGGREGATE BASE -----------1

r I.. CLASS II _I ____.~-.-~~C~LA~S7S~I~I~R~IP~RA~P~---p~.---20'-_~, RIPRAP

10' MINIMUM

I VARIABLE I,/IDTH

::3 ~ -l W W ..J > W <l:

1<[ a:::

f

6'

.-+,,L-----,I--- RIPRAP, CLASS VII

PLAN

PLAN

--------- AGGREGATE BASE---------l

~ I VARIES 4* AGGREGATE BASE)r 20'--·-t-..~----.-:....:...:;...:..:.:::.=-----r--- 20'--1:-----30'-------1-------30'-----1

GRADING 2

4* AGGREGATE BASE)

~___~=_~__~_~~~2~G~~=~~~~~t~~~~~G:R:A~DI~N~G~2~Z=~~?--__ ___~ _______________________ ~___ ~~-~~~S~~~~~~~

CLASS II RIPRAP 1.5' DEEP MIN.

THICKNESS AS NEEDED TO MATCH

ROAD GRADE

PROFILE ALONG ( OF ROADl' DEEP CLASS II RIPRAP~4'-+-4'~

NOTE: CONSTRUCTION OF A ROCK

DIP INCLUDES THE PLACEMENT

NOTE: CONSTRUCTION OF RIPRAP DRAINAGEOF AGGREGATE BASE (304<11) PROFILEINCLUDES PLACEMENT OF AGGREGATEAND RIPRAP) CLASS II (619(01).

BASE) GRADING 2 (304<11)) RIPRAP)

CLASS II (619(01) AND RIPRAP)

CLASS VII (619(01).PROFILE

MATERIALS LIST: ROCK DIP

AGGREGATE BASE = 25 TONS

RIPRAP) CLASS II = 12 TONS RIPRAP DRAINAGE

SHEET NO. OF

FOREST PROJECT ROAD NO. NO. SHEETS

NO [ALE ST AN STRAVBERRY 20 23

STATION

NO SCALE

BEGINNING STATION

x CRB V i

CLEAR~NG

LIMIT

EXISTING /1

ELEVA TION-4-I---,

I

IVCLEARING

I- LIMIT

CUT FLUSH

wITH TRUNK

ROADwAY

CUT

DrQinQge oIitch HINGE POINT

4/--~Sol """I<lf--- 4 I ---s-;So'

ALONG TANGET INSIDE CURVE OUT SIDE CURVE

RD. NO. CUT SLOPE CUT SLOPE FILL SLOPE FILL SLOPE FILL SLOPE

X Xl Y Yl YO

ALL RDS.

AS 4 FEET 4 FEET 4 FEET 12 FEET 4 FEET

---APf2-b-I-GA-B-b-~----- ---- ---

Xl a.pplies to sections of roa.ds with a. dra.ina.ge ditch, the dista.nce will be

Mea.sured froM the Cl of dra.ina.ge oIitch.

YO, Y & X on surfa.ced roa.ds with a.spha.l t curb, a.ll MesureMents will be Ma.de froM the inside fa.ce of curb or gua.rd ra.il, on roa.ds with no curb or gua.rd ra.il. Mea.surMents will be Ma.de froM the HINGE POINT.

Y1 a.pplies to inside curves only where the sight dista.nce Mea.sured a.long the center line is less tha.n 300 feet, otherwise Qll clea.ring is 4 FEET.

Trees loco. ted on or nea.r clea.ring liMits tho. t require liMbs to be reMoved sha.ll

ha. ve liMbs cut flush with tree trunk on a.ll sides of tree.

Trees over eight (8) inches DBH tho. t require sixty (60) percent _or More of the liMbs to be reMoved, the entire tree sha.ll be reMoved, FOREST PROJEC ROAD# SHEET

CUTTING LIMITS SNF STRAW'BERRY 21 23

http:dra.ina.ge http:dra.ina.ge

24" min.

24" Max.

Barrier Rocks

Existing Roadway

~stan e va,fl_·e_s___________

Note: Rocks shall be 48" min, except where existing rocks from existing barriers can be used.

+> 48" Min.------1 Vl

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- - QI- ---- ----- --- - - -- - 1-,iu,u1u;uu_1 11_ _jll________ u

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\ Set fractures below grade at least 1/3 below ground surface

Rock Barrier Rock Barrier

Forest Project Roa.d # Sheet - S ~e~s

ASSTF 22 23STRAWBERRY APPLICABL

-P

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STATION DESCRIPTION OF WORK PAY ITEM

l} 0+00 BEGIN AT END OF RECONSTRUCTION, 4N28YB

OJ

1fI

> 1+00 CONSTURCT EARTH BARRIER 836A(04)

0,::

PULL EMBANKMENT UP INTO THE ROADWAY AND COVER

1fI s...

OJ WITH SLASH. SLASH SHALL COME FROM SLECTIVEo lL.

o s:

o 3+39 .CLEARING ON 4N.28YB RECON.STRUCTION 836A(18) o z

:p

3+95 ADD 2 ROCKS TO THE EXISTING ROCK BARRIER 836A(01)

o

.-~-.- -- _. - - - 1lJ· _. - .- - .- - - - - - - - .- .- - - - - ... --- - - - ... . - - .. -- _._. -- -- - - -- _ ..- - - -.. -- - . .

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ROAD DECOMMISSIONING

TotqlForest Project Roo.d # Sheet Sheets

STF STRAVBERRY 4N28YB 23 23