Attachment 3 Corrected Plans Drawings.pdf

N

* " W E" , ..-A • S

N

W E

S

OREGON

FOREST SERVICE

STANISLAB~GI~A~IO~"lL FOREST

DRA~NGS FOR PROPOSED

TIMBER SALE ROADS (SOLDIER CREEK)

.eAl<EllSl'l£ll> lOS

STATE Of CALIfORNIA

INDEX IAAP N.T.S.

Tuolumne County, California From Sonora, California, travel approximatr.ly 5 rniles Southwest on State Highway 108 to State Highway 49 and turn South (left), then proceed South on State Highway 49 for approximately 2 112 miles to State Highway 120, then proceed East (left) on State Highway 120 fur approximately 23 miles

NO. IS71

RECONSmUCTION OF ROAD

NO.

RECONSmUCTION OF ROAD

NO.2S4O

RECONSffiUCTION OF ROAD

NO. 2SB7

ROAD

SECTION DETAILS

RECONsmuCTION OF DIP

INSTAltATION OF

METAL END SECTIONS

32 RECONSffiUCTION OF WA1£R BARS AND l£AO OFF DITCHES

33 RECONSffiUCTION OF IN1£RSEPllNG DIP

34 RECONSTRUCTION OF

DRIIlEABLE WA1£R BAR

35 RECONSmUCTION OF ROCK DIP RlPRAP DRAINAGE

36 RECONSTRUCTION OF

ClEAR

-sTANOARO SP£afJCA'fDfS Fat ~ (E ROADS All) BRlDOES ... ft:DSW. IIGHWAY PftO.EC'ls fP-03 u.s. CUS'JCtIARY !IW.L tXMRH.

WATER SOURCE OPTIONS: ttDr:aw:n~~~~~~~~~

1) Carlon day use site east of Evergreen Rd.

APPROVED BY:

2) Highway 120 crossing of the South Fork. and

3) Harden Flat Road crossing of Rush Creek.

Access to Rush Cr. mUll".

~~~~~f~~~_~~~~~~~16~J~~~~~;~~r.~~Z~~~:~~~~~~'~1:b:e on the east side of Rush Cr

Y, O1S70, 0IS71, 02830,

STANISLAUS NATIONAL fOREST INDEX MAP - IU.s.

02S40, and 02S87. Total road reconstruction mileage is approximately 12.01.

01S71 and 02S87 are affected by a Limited Operating Period (L.O.P.) with a start work date of September 15, 2010 for all of 01S71 and August 15, 2010 for 02S87 from station 21+19 to 27+69. All the other roads including 02S87 from station 0+00 to 21+19 of are not affected by the L.O.P.

E. SETNESS &M.SCHAFER

TITLE SHEET &

VICINITY MAP

AS SHOWN

STANISLAUS

TIMBER SALE ROADS

ER

Dro.ino.ge Feo.ture RlPRAP

STATION cu. YDS.

~R[]AD ISOIY DlA LGTH REMARKS BASE: '.. II III VII

0.66 MI.

0+47 RD

2+92 DVBIL[]D-2Q'-R

3+60 ~~,BILIlD-l!O'-R 4+57

. -- 1--- -- - .- . .-!-' . --

D/L[]D-2Q'-R 6+62 ,L[]D-2O'-R

~~2 ;;;,.- 1----1-- . -- ---I . -- 9+62 L[]D-2Q'-R 9+94 LIlD-20'-R 10+34 RDlLIlD-20'-R 11+35 D/LIlD-2Q'-R-- 1--- -- - -DVM[]D-15>::"R- ---I , -- --i3~2;; DVB/L[]D-15'-R 14+30 DVBlL[]D-15'-R 15+50 DVB/LIlD-15'-R

1~-- -- '--- --- -, I!llIJJ;I!L~-:lt __ , .-! . -- LIlD-IO'-R DVBlLIlD-lO'-R RDlL[]D-I~~:.IL

19+60 DVBl20'

-1:5' - .-1-- LIlD-=i5'='-1f" - - -- -- -- -- D/LIlD-I5'-R

D/LOD-1S'-R

DVBlLIlD-lO'-R

-~~; - ~8i:~'-R-- 1--- --- --- r - 5'=R- ---i . -- ~;; DVB/LIlD-1S'-R

DVBlLIlD-I5'-R DVB/LIlD-1S'-R

-n:!- VB-- --- -- .-.!--VB ----- -- -, . --

LOD-S'-R

30+25 D/LIlD-IS'-R

DVB/LOD-15'-R

-: !" r- '--- -- --- ' -~-~- ---1-- -- - !+ DVB/LIlD-20'-R

R[]~:.:SOly] DIPILIlD-l!O'-R

0.51 MI.

, ~:~; DVB/LIlD-20'-R 3+30 DVBILIlD-20'-R i

6+49 DVBlLIlD-2O'-R 8+15 DVBlLIlD-l!S'-L

STATIOI'!

RlPRAP !

Dro.ino.ge Feo.ture cu. YDS. , ~g~¥. 1S01YB DIA LGTH FE AL REMARKS II III IV f;?;5 DVBlLIlD-20'-R 16+34 DVB/LIlD-25'-R 17+79 DVBlLIID-25'-L 18+80 DVB/LIlD-25'-R

~~t . -- c--- -- DVB/LIlD-l!5'-L -- -- -- - . -- - liIlB/LIlD-l!O'-L - 1 DVBlLIlD-25'-L

23+65 DVB/LIlD-2S'-L 24+42 D/LIlD-l!S'-R 26+00 D/LIlD-20'-R

RIlAD...fll '1.48 0+00-3+08 ~P~;R- 2~'ODi~' C.I14+07 '.

4+35 L[]D-ID'-R

8+05 r- ~~We PAVE~~2 ~~3~~-- ~R: ._-, . -- -- -- -, , REsH;;PE:~DVB & '10+25

10+50 L[]D-IO'-R

10+75

•~D-S'~l____ i:~~--1-- --- -- -- -- - . -- -, , ~~ ~~~~'Jn/'11+75 12+40 12+8S DVBlLIlD-1S'-R .13.!?S.. __ -- --- -- LIlD-IS'-R . -- r- 'DVBILIlD-15'-L - - - 14+82 16+41 DVB/LIlD-IO'-L

17+06 RESHAPE LOD-1S'-L

17+6S DVBILIlD-1S'-L 111+'4T- -, .- 1--- - .- r . -- -, .

19+85 DVBILIlD-IO'-L 20+70 DVBILIlD-~e;;;;, 21+67 22+S7 ._ -- --- -- -- r-g~~'W-~~'-l ._ -- ---,-- , r+4T

, ,'-L

24+64 RESHAPE-LIlD-5'-L 25+73 DVBILIlD-10'-L i

26+88 DVBlL[]D-10'-L i27+72 LIlD 5'-L

P.MP. = r~ METAL IPE MES METAL END :.t ~ IIUN

C.M-P.A. = CORRUGATED METAL PIPE ARCH LOD = LEAD [lIT DIDTCH

,,;C.M.P. = CORRUGATED METAL PIPE D'JB = DRIVEABLE 'JATER BAR

S.P.P. = STRUCTURAL PLATE PIPE ED = ENERGY DISSIPATIlR

S.P.P.A. = STRUCTURAL PLATE PIPE ARCH RD = ROCK DIP

SoP.A. = STRUCTURAL PLATE ARCH RRD = RIPRAP DRAINAGE D = ROlLING DIP II/IV = CLASS [J' RIPRAPNOTES, 'JB 'JATERBAR CD = CONSTRUCT DITCH1. THE CONTRACTOR HAS THE OPTION OF INSTALLING EITHER GALVANIZED STEEL DR ALUMINUM "

ALLOY CULVERT AT CERTAIN LIlCATIONS ON THIS PROJECT. THE PIPE SCHEDULE DEFINES ALTERNATE ID = INTERCEPTING DIP

THICKNESS 'JHERE ALUMINUM ALLOY CULVERT PIPE HAY BE ISTALLED IN LIEU OF GALVANIZED STEEL PIPE.

AL = AWMINUM

2- ALL PIPE 4S' IN DIAMETER AND OVER SHALL BE ELIlNGA TED 57. UNLESS DTHER'JISE SPECIFIED. CULVERTS FE = GALVANIZED STEEL

IN SMALLER DIAMETERS SHALL BE ELIlNGATED 5Y. IF NDTED.

R.RF. = RIPRAP FILL

3. QUANTITIES ON THIS SHEET ARE BASED ON DESIGN DATA ONLY AND ARE SUBJECT TO ADJUSTMENTS C.B. = CATCH BASIN

BEFORE AND DURING CONSTRUCTION TIl SUIT FIELD CONDITIONS.

I.A. = INLET ASSEMBLY

4. CORRUGATIONS TO BE 2-<Y3' X 1/2' UNLESS SHD\iN OTHER'JISE. D.I. = DROP INLET

1I DENOTES SHOP ELONGATION

C:\_workingGIS-CAD\Projec!s\Soldier-Creek\08001-54-S0LDlER_CRI(J'S\dr.wings-!or -project\3reeonst- drainsum-3.DWG 02/04/10 7:33am-ESETNESS-XREFSc K:\PS\engineer\ construct\2008 PROJECTS\08001-54-S0LDIER_CRLTS\dr.wings-for-projecl\ USFS-STIl-l1XlL v04.dwg

_E. SETNeSS & •. SCHAFER Revisions Forest ~he~. ntle Sheet U.S. DEPARTMENT OF AGRICULTURE NO. DESCRIPTION DAlE BY STANISLAUS . RECONSTRUCTION SUMMARY 3S FOREST SERVICE Ooolgned

R-5 Revtewod roJ= ""rtMBER SALE ROADS OF DRAINAGE FEATURES

Appro..... Seale PACIFIC SOUTHllEST REGION (SOLDIER CREEK) NOT TO SCALE of 36

STATlDN

ISI6Y

18+89-20+20 19+38 lIlA LGTH

~~1~:.22±.O!!.-1--- - - --r::.':':~"-""_I--- - - --

- ---1--

I<EHARKS II III IV

REHrM: 131 Lf. OF SR-L RDILIlD-5'-L

5 COY.RRF

MD-R 167' LF.

lMilllD=I5'=l -

EXISTING 18' C.MP.

~R~D~ I~s!--L__ 5 C.Y.

B~:fU DIlBIUlD-20'-l l!ll::I! 16'...u:.... __ RDILIlD-5'-l

~~M"l ~~)tr.- ---::- D\lBIUlD-IS'-L D\lBIUlD-30'-L ~-15'-L-2Q'-l

"Rll=R '22B""cr. - D\lBIUlD-2Q'-L

SlATlDN Dr~In~ge Fe~ture

DIA REMARKS

L 'tlI"'-_ _ __

---1--- --+-~

70+25

75+89 77+11

R!lAD 1S13Y

0.25 HI.

1ItJ5-I3+§2 1+00-2+5

----1--- --

24' 30' 0.064 D.06O

;-:;7!l!r-- -- -- ---

CU. TIIS.

III VII

2 COY.

P.M.P. = PERFllRATED METAL PIPE HES - METAL END SECTION c.M.PA = C!lRRUGATED METAL PIPE ARCH LllO = LEAD IFF DlDTCH c.M.P. CORRUGATED METAL PIPE DIlB = DRIVEABLE VATER BAR" S.PP. = STRUCTURAL PLATE PIPE ED = ENERGY DISSlPATllR

SPP.A. = STRUCTURAL PLATE PIPE ARCH RD = ROCK DIP

SPA. = STRUCTURAL PLATE ARCH RRD = RIPRAP DRAINAGE

D = ROLLlIIG DIP lIm = CLASS IF RIPRAP

VB = VATERBAR CD CONSTRUCT DITCH'"

m = INTERCEPTING DIP

CDNTRACTOR HAS THE DPTmN IF INSTAlLING EITHER GALVANIZED STEEL DR AlUMINUM AL = AIJlJMINUMAlLOY CULVERT AT CERTAIN LOCATIONS IlN THIS PROJECT. THE PIPE SCHEDULE DEFINES ALTERNATE

THICKt4ESS VHERE ALUHlNUM ALLOY CULVERT PIPE MAY BE ISTALLED IN UEU IF GALVANIZED STEEL PIPE. FE = GALVANIZED STEEL

RRf. = RIPRAP FIlL

2. ALL PIPE 48' IN DIAMETER AND OVER SHALL BE ELONGATED 5r. IJNlESS DTHERVISE SPEClfJED. CULVERTS

IN SMALLER DIAMETERS SHALL BE ELONGATED 5% IF NOTED.

c.B. = CATCH BASIN

LA. = INLET ASSEMBLY3. IlUANTITJES IlN THIS SHEET ARE BASED DN DESIGN DATA IlNLYAND ARE SUBJECT mADJUSTMENTS BEFllRE AND DURING CDNSTRUCTlIlN TO SUIT FIELD CONDITllINS. D.I. = DROP INLET

I DENOTES SHOP ELDNGATlDN

4. CDRRUGATIONS Tn BE 2-2/3' X 1/2' UNLESS SHDVN OTHEMSE.

C:\_workingGIS-CAD\Projects\Soldier-Creek\080m -54-S0LDIER_CRIU'S\drawings-lor-project\4 recon'l-drainsum -4.DWG 02/04/10 1O;02am- ~SE'!'liESS-mEl's: K: \ps \ engineer\ construel\2008 PROJOCT.l\OBOO! -54-SOLDIER_CRLTS\drawi"lls-for-projcc!\ USFS- .l'1'D-I1X17_v04.dwg

U.S. DEPARTMENT OF AGRICULTURE

e FOREST SERVICE

R-5 PACIFIC SOUTHWl!iST REGION

DrawnE. SETNESS &Y.5CHAFER NO.Designed _____

_ed_____

Approwd _____ evislons DESCRIPllON DATE BY

Foreot Bet Title Sh .... t

STANISLAUS RECONSTRUCTION SUMMARY 4

me

TIMBER SALE ROADS

OF DRAINAGE FEATURES

SOLDIER CREEK ~ .. NOTTO SCALE of 36

RIPRAP

STATIllN Drolnoge fe.ture . CU. 'fIlS.STATIDN Dr.IJHlge f e.tu", IS16Y DIA LGTH

I-~::--- -- -- ---n ill VIT

14 c.Y.

;;-r.;:;-;"-- -r - - - - - - - -

6 C.Y.

6 C.Y.

PN, = ~ATED METAL PIPE MES - METAL END SECTION

c.M.PA = CORRUGATED METAL PIPE ARCH LllD = LEAD orr DlDTCH c.M.P. = CIlRRUGATED METAL PIPE DIIB = DRIVEAlllIE IIATER BAR SP,p. = STRUCTlJRAL PLATE PIPE ED = ENERGY D1SSIPATllR Sf'p,A. = STRUCTURAL PLATE PIPE ARCH RD = RlICK DIP

SPA. = STRUCTURAL PLATE ARCH RRD = RIPRAP DRAINAGE

D = ROLLING DIP ITIIV = CLASS Df RIPRAP liB = IIATERBAR CD = CONSTRUCT DnCHNms.

ID = INTERCIJ'TING DlP

L THE CIlNTRACTllR HAS THE DPTIllN Dr INSTALLING EITHER GALVANIZED SlID. IlR ALUMINUH AL = ALUMlIU4ALLOY CULVERT AT CERTAIN lOCATIONS ON THIS PRlIJECT. THE PIPE SCHEDULE DEFINES ALTERNATE

THICKNESS llHERE ALUIIINUM ALLDY CULVERT PIPE MAY BE !STALLED IN LIEU Dr GALVANIZED STEEL PIPE. FE = GALVANIZED SlID.

R.R.F. = RlPRAP Fn..L2. ALL PIPE 48' IN DIAMETER AND llVER SHALL BE EUlNGATED ~ UNlESS ITTHEIMSE SPECIf1ED. CUlVERTS

I~ SMALLER DIAMETERS SHALL BE ELONGATED ~ IF NOTED. C.B. = CATCH BASIN

LA. = INlET ASSEMBLY

3. QUANTETIES ON THIS SHEET ARE BASED O~ DESIGN DATA O~LY AND ARE SUBJECT TO ADJUSlMENTS

BEFORE AND DURING CONSTRUCTIllN TO SUIT FIELD CDNDITIllNS. D.L = DROP lNlET

• DOTES SHOP ~GATIllN4. CDRRUGATIIlRS TO BE N/3' X112' UNlESS SHDI/N UTHERIiISE.

C: \_workingGI3- CAD\Project,\Soldier-C.... k \ OBOOl-54-SOLDIER_CRK_TS\drawings-lor-project \ ,reronst -drainsurn-5.DlIG 02/04/10 II:23am-ESE'l'NESS-XREFS: K:\ps\ engineer\construct\ 200B PROJECTS\08001-54-S0LDIER~CRK_TS\drawings- for-projcc!\ USFS-STIJ-ll X17_v04.dwg

DIA LGTH REMARKSR!lAD IS59 IT ill IV

COO.

9+00

FE AL

DllBILOD-ID-R

9+56 D

DIIB/LllD-5-R1O+6D -!.~95___ I- ,!ESHAPE EXISTING ~I{l--- c--- LOD-5'-R10+95 1~+05 10 c.y.

12+80

RD/RRr-R

EXISTING 18'GNP

.ruaQ=13.tlL JIP-l ~ C.I'--- r- ------ 5 c.Y.~hi\~&PRRfl~ 14+80 DIIBJUlD-15'-R 16+04 DIIBIL[lJl-1S'-R

J. J;;:f._--- I- JlIl.1J1l::iO~::L - - --- 1----t~--- B'W-ulJii~~-R mt8 .~f~~+50 --- I- DllBILOD-15'-R- - i+5O- RDlLDD-15'-R

27+94

+69

MILllD-2O'-R 29+22-29+68 MD-L 46 L.r.

J:XISJlIIli.2~--- 1---~~-- --- t- CB-L 32' Lf. - ~30+OO-31+113 4 c.Y.~tIIf-i~ LE.32+44 ~f-35+522- __ BII'LE --- I- =W~---

RDlLDD-S'-R~~

EXISTING 36'CMP35+52

D1IBJUlD-1D-R37+~ M lOD-15'-R39+79 --- r- lm=!: 49'Tr. - - i~D+28 RDIP/LOD-1ORIRRf • IOC.Y.~~~ DllBILOD-11I'-R

41+66 MIL0D-25'-R !42+65 MILOD-2II'-R

43+85 D\/BILOD-20'-R

I:~ ~~=:i i

U.S. DEPARTMENT OF AGRICULTURE

e FOREST SERVICE

R-5

PACIFIC SOUTHWEST REGION

DrownE. SETNESS &M.SCHAFER Revisions OESCRIPllON

Fo!"Ollt

STANISLAUS

Sheet TItle Sheet

RECONSTRUCTION SUMMARY 5

OF DRAINAGE FEATURES

NO. DATE BY

ro me

TIMBER SALE ROADS

SOLDIER CREEK co .. NOTTO SCALE of 36

Designed _____

R."OWII!i _____

ApproYlld _____

RlPRAP STATlIlN Dralno.ge reature cu. YDS.

RIIAD ISGIV DIA lGTH IT

D.35ML

Al REMARJ(S B~bAI II III

4+37 REMIlVE AND 1»01 BI IRH POST f+ DIP

IIl.DIl-IO-Lr-{~ . - -- --- -- -- rllW----- ---I . --i9+ RD

-it- RESHAPE EXIST M

DIP

:-- --- ,- DIlOD-2O'-\. . -- -- r - RESHAPEEXISTING, ~

17+E5 RESHAPE EXISTING

18+37 RESHAPE EXISTING ~

RIIAD 1570

OJ6 ML

2+89 I.6+09 6+36 ~~1~ n8+41

RnAD 1S7I

L49 ML

1+48 24' B' REPAIR 24' CHP ME! ·L

2+31 DIl.DIl-I5'-R 3+02 1--

I- _ DIiB/llllHS'"!. __ . -- 5+ - -- r--- -- RD/lDD S'-R ---I

NF°D-B'-R

DIIB

, . --- -- -ji! --

!+~ '7 3 c.l.

. --- --- I-_ 'MS· - - . -- --

: 24' CHP

134' Lr.-: --- -, r-i - -- --

24' CMP

11~--R

. -- 1---- 1-- IIl11l~U" ~ - -- -- -- I -- ,' ~ lf~

VII

43+14 45+20

Drnlnage renture

DlA lGTH

- - - ----t'-,,~

----1- --

=-'''''''''-1·-- - - --

PDlHDlESl4X4,lX1,3X3 POlHDlE12X2

EXIS'CMP

PIlTHIllL'8X6 - S'XS' POTHrn..ElPATCH tID-L 121lf R-6' III

- - - - - - - - - -1- -:::~s;m~~r-i'" -

EX 18'CMP

II

4'AD

3'AD

RIPRAP

YDS.

ill tIDTES,

1. THE CONTRACTOR HAS THE OPTION OF INSTALLING EITHER GAL VANIZEO STEEL OR AlUMINUM

ALl.lI\' CULVERT AT CERTAIN LOCAnIINS ON THIS PROJECT. TIE PIPE SCHEDUlE DEFINES ALTERNATE

THICKNESS llHERE ALUMINUM ALl.lI\' CULVERT PIPE MAV BE !STAlLED IN LI£.l) or GALVANIZED STEEL PIPE.

2. ALL PIPE 48' IN DIAMETER AND DYER SHAll BE EUlNGATED 5'7. UNLESS IITI£RI/lSE SPECIFIED. CULVERTS

IN SMALLER DIAMETERS SHAlL BE ELIJlGATED 5'7. IF NIlTEO.

3. flUANTITIES ON THIS SHEET ARE BASED ON DESIGN DATA 0NlVAND ARE SUBJECT ill ADJJSTMENTS

BEFORE AND DURING CONSTRUCTlIlN ill SUIT FIElD CDNDITIllNS.

4. CIlRRIJGAnIINS ill BE 2-213' X112' UNLESS SHD\IN !lTHER\llSE.

C:\_workingGlS-CAD\Projeots\ Soldier-Cr..k\08001-54-SOIJllER.CRLTS\drawings-for-project\6reeon,1-drainsum-6.0WG 02/04/10 1:OOpm-ESE'lNESS-XREFS: K: \ps\engineer\eonslrud\2008 PROJECTS\08001-54-S0WlIER.CRLTS\drawings-for-project\ USFS - STO-llX17_,04,dwg

U.S. DEPARTMENT OF AGRICULTURE

S

FOREST SERVICE

R-5 PA~C SOtnlnfEST REGION

DrawnE. SETNESS &M.SCHAFER O..lgnod _____

R."••od _____

Approvod _____

NO,

Revisions

DESCRIPTION

Forest DAlE BY STANISLAUS ro am.

TIMBER SALE ROADS

SOLDIER CREEK

REC()NS1'RI ,I\·T,n.., SUMMARY

NOT TO SCALE

8TATlIlII Drolnoge feoture

ROO 2830

COO.

60+05 65+66 73+62

DtA LGTH FE

RIPRAP

CU. YDs, AL II III VII

126+04 126+45 128+36 l=--~-- 133+20

IS'CHP

IS'CHP

6'X4' PDTHIILEIPATCH

6'X3' PDTHIILEIPATCH

- - -- --+:r>"", i!~i~>--- - -- -

00+00-19+98 00+00-00+48

~tf~-23+25 8+05

EXISTING I8'CHP

S-R &LIGHT SC-5-L&R

AB-4'

DIP LIJD-S'R

CT\I-SLASH

DIP LDD-IO'R

'_~':I!::!'!l~ DEFINES ALTERNATE l~IAll.1:Jl

~IPRAP

8TATlIlN Drainage feature ell YDS.

2840 DlA LGTH FE AL REMARKS II III PI

21+20 DIP l1ID-20'R

23+12 DIPILI!D-5'L

~""..-I'--- - - --

____ ...J __ r~~9r-- - - --

DR ALUHlNUM

GALVAIllZED STEEL PIPE.

i!. ALL PIPE 48' IN DIAMETER AND OVER SHALL BE ElllNGATED 5',( UNLESS IlTI£Rl(JSE SPECIFIED. CULVERTS

IN SMALLER DlAMETER8 SHALl. BE ELIlNGATED 5Z IF NOTED.

3. QUANmlE8 IlN THIS SHEET ARE llASED DN DESIGN DATA IlNLY AND ARE SUB.£CT III ADJUSTMENTS

BEFDRE AND DURING CIlNSTRUCTlIlII III SUIT FIELD C!lNDITIIJNS.

4. CIIRRUGATI!lNS III BE 2-213' XIn' UNLESS SHOIIN OTHERI/ISE.

·C: \_workingGIS-CAD\Proj""ts\Soldler-Creek\08001-54-SOLDIER_eRICTS\dra.ings- lor-project \ 7recons;-drainsum-7.DE 02/04/10 1:15pm- ESETNESS - XREFS: K: \ps \ engineer\construc;\2008 PROJECTS\08001-54- SOLDIER_CRLTS\drawings-for - project\ USFS-STD-IIX17_v04.dwg

!l

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

R-5

PACIFIC SOUTHWEST REGION

DrawnE. SmESS &M.SCHAFER

D"'gnod _____

R."...od _____

Approvod _____

Fornt

STANISLAUS

m.

TIMBER SALE ROADS

SOLDIER CREEK

NO.

eVlslons

DESCRIPllDN DATE BY Sh e Sheet

RECONSTRUCTION SUMMARY 7

co • NOT TO SCALE of 36 i Ii

EOP STATION 35+02

NOTTOSCALE

WATER SOORCE

SEE SHEET 1 • OTHER OPTIONS

SEE SHEET 2·SPECIAL NOTES FOR SUMP FILTE

NOTES:

0>-R-6, PLACE 6" THICK LAYER OF AGGREGATE BASE.

@-REMOVEEARTH AND STUMP BARRIER AND REINSTALL POST HAUL.

® EXISTING PAVEMENT

TOTAL ESTIMATED CLEARING= 1.21+/· ACRES

R

SC·5UR ENTIRE LENGTH OF PROJECT ROAD ..

;---- R.6SR.R-:;;:====iMo:R=====:-jr----- R·3SR·R ----,-------------....-r-~-----.-(1)--...~-----MD·R !0.: o iii ::J: '":= Q 0

~ i ~l!a..~LLI c 6~a"':

O:::U):::;)2'!

~ Q l'ti

INcae iS9 ig $c

C

~ c e 0

..J

'" ~ ~ Ifc!. '" '" :!: c!.

~ ~:!: :!:c c 9 9 9 09 9 9

.. SC-5·L&R ENTIRE LENGTH OF PROJECT ROAD----------------------------1

~-----iR~SR~----------------------------------~..~1

.. SC·5·L&R ENTIRE LENGTH OF PROJECT ROAD

R·3SR·"

fh~ ClW-12'

C)

C) z z '"Q .J. '" ~ ~ If Q .J. ~ z ci .J. .., 5 ...

:5 ~ I cae ...

0 !!:c cae me cae ",'c iSg :::80 9 ..J

C 9 i5 9 is.!:! iS9 '" z e z c w Ul , I ~ I ~:; ~ III I ~Il I I 1m I I I~I ~ I I~ I m I I I ~

N NIN

.. SC·5-L&R ENTIRE LENGTH OF PROJECT ROAD----:""'I

1--------- R~SR.R---------_--I.

1---------- ClW12' ... a.:

S

NOTE: SEE SHEET 2 FOR LEGEND AND ABBREVIATIONS

9:02em-ESEl'NESS-XllEFS:

'" '" .J.

j§ ~ mme ca::: ::::::00

I I I~ I I I i~ I ~I I ~it N

U.S. DEPARTMENT OF AGRICULTURE

S FOREST SEEN1CE

R-5

PACIFIC SOUTHWEST REGION

Dtmm E. SETNESS &M.SCHAFER Designed _____

RO'IIow.d _____

Approved _____

Revisions Fo

STANISLAUS

Sheet TItle

RECONSTRUCTION OF

ROAD NO.1S01V

Sheet of 36

NO. DESOOIPlJON DAlE BY

ro. om.

SOLDIER CREEK co e NOTTO SCALE

.f-!....------8B'C-5-L&R ENTIRE LENGTH OF PROJECTROAD------------------------------"1 I "'f-I....f------- R.2 ..

, 0, I ail 1 I

Ico I 'wl!:i:i I ~I ~:! a:

l:Hi ca~ al~ 0 01;:0 Q m~ .' 0 0 3:0.... 3:0>1 0.;;0 09

~r'-.-nk.--r~-,r-.--r~-.-;--r-T.~-~;--r-,-~+--r-.-.-;--r,s-.-+--r~-.-~rr~-.-+-.--r~~ gI c ~

- ..-------!lSC-5-L&RENTIRELENGTHOFPROJECTROAD-----------------------------.....-1

R-4 •

NOTTOSCALE

- ..------8SC-5-L&R ENTIRE LENGTH OF PROJECT ROAD--------------...-I

R-4

HWY12

1S01Y SEE SHEET 8STATION 2+22

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONSNOTES:

CD CTW,REAUGN ROAD AND R-4

TOTAL ESTIMATED CLEARING= 0.62+/· ACRES

K:\ps\engineer\ construct\2008 PROJEcrS\08001-54-S0IDIER_CRILTS\drawings-lor-project\9reeonst-IS01YB.dwg 02/02/10 1:44pm-ESI<TNl:SS-XREFS: K:\ps\engineer \construet \2008 PROJECTS\OBool-54-S0IDIKILCHILTS\drawings-far-project\ USFS-S'fD-UX1L v04.dwg

Dnlwn E. SETNESS &M.8CHAfE

U.S. DEPARTMENT OF AGRICULTURE

11 FOREST SERVICE

R-5 PACIFIC SOU-tallEST REGION

O..lgned _____

RO'<!owed _____

Approwd _____

ReVisions Sheet Title

RECONSTRUCTION OF

ROAD NO.1S01YB

DESCR!PilON OA1E BY

Foroot

STANISLAUS

Sheet

NO.

ro. am.

TIMBER SALE ROADS

SOLDIER CREEK co • NOT TO SCALE of 36

8 EXISTING PAVEMENT---------------------::::-----------------"

~ ffi ;....---------------CD-L --.-------1 oIX

Ig:;iil wlQ ~C>

SO-5 R& L·ENTIRE PROJEOT ROAD

w

W

BOP OF 1S11 @ INTERSECTION

STATION O+OOl=OR 1S11 THIS SHEET

STATION 140+74 FOR 2S30 SEE SHEET 26

~: i·;'~ "

.'1 • , .t)

. I ~

O~ '\~ .

t:'+; . -- '.

(9 .... :~.

:2830

NOTE: SEE SHEET 2FOR LEGEND &ABBREVIATIONS

:\_IYorkingGIS-CAD\Project,\Soldier-Creek 08001-54-SOlJJIEILCRILTS\drawmgs-for-projecl\1 Oraeonst-1S1Ldwg 02/03/10 9:131lID-ESETNESS-XRIlrs: K: \ps \ engineer\construct 200B PROJECTS\OBOOl-54-S01JJIER_CRiLTS\drawings-for-project\USl'S-STO-I1X17_v04,dwg

FILL RUT

'.4::

... :. ... .:.": -- C:> se-5 R & L -ENTIRE PROJECT ROAD

".J !!: !!: Q.

In 0 0 6 2i ~ w ~ 6

~~ .... 0.... .... ~ ~ se-5 R & L ·ENTIRE PROJECT ROAD

W W ::r: en W W en

'Io"~ "" '" .... _ ",.. .:,:.", -...-.-.- -:"". ,.

~~OP STATION 78+28 .~:

~e

NOT TO SCALE

TOTAL ESTIMATED ClEARING= 1.80+1· ACRES to

9.

C>

1!5 e, " co is

:z :z.. !); Q.. ti ~ 1;; .... 5:-1-.....10 iij".J

~re CJ '" I:i to9 w~ .... ~~ ~o 0::Co ~8 I-O;!io::cO .... "' ....f3-' ",...J W

Ill: w

C> Q Q C> + ii + <t .t + ~ '" co

Q

U.S. DEPARTMENT OF AGRICULTURE

e FOREST SERVICE

R-5

PACIFIC SOUTHWEST REGION

0""", NO,Ooslgn«l ________

R."'..... _______ _ Approwd ________

Revisions DESCRIPTION DAlE BY

Sh••t Title

RECONSTRUCTION OF

F'oreat

STANISLAUS

ROAD NO. 1S11ro. arne

TIMBER SALE ROADS

SOLDIER CREEK Scal. NOTTO SCALE

She.t of 36 ic 9 0..: C:> 99 ::<: ~ ::<: to 9 to cD

~ 9 ~ 9 0cD;;:: '"' ;;:: 0

0 0 it.

SC-S R&L-ENTIRE PROJECT ROAD..

tu ~ cL cL -'r.; is S is ""W ~ ~ ::J: .... .... ~ Q w-' Q w-' Qen .... :I ~~ :I w-' :I w <'" 0."" .:z: .... • ~Q • '"W ",Q

~ ~ ~en ~9 ~9

STATION 140+74 FOR 2S30 SEE SHEET 26

"'~ i" ,..,. .

NOTTOSCALE

BOP OF 1S11 ~ INTERSECTION

STATION 0+00 OR 1S11 THIS SHEET

+ci

.... i ~ .., SC-S R&L-ENTIRE PROJECT ROAD

Q.. 0- :Ii! :Ii!r:L cL cL is is i:! .... -'

= t; '" is is U) it:> ~ w-' "-it:>< "'Q!ag

- ::g e:> e:> e:> 0 + + .,+ '" +..., ib it

C>

.., ~ U) ~ m'" '"

", . C> C

'" Ii:!'"

SC-SR &L-ENTIRE PROJECT ROAD

r:L !!.

c-' is it:> >< N W ~ ~

C w-' 0.- -' Q w-'

51 i:a :I <~ i:a, :Z:Q• Q "'0 <L9 ttl W-' ~g 0~ ~ W

NOTE: SEE SHEET 2FOR LEGEND & ABBREVIATIONS

C: \_workingGfS-CAD\Projecls\Soldier-Creek\00001-54-sm.JJIER_CRILlS\drawings-for-project\llreconsl-ISII-2.dwg 02/02/10 1:511pm-ESE'l'NESS-XREFS: K:\PS\engineer\construct\2OOS PROJECTS\OSOOI-54-S0LDIER_CRlL'I'S\drawings-for-project\USFS-STD-IlX17_v04.dwg

... ... ~ ~:-' Q Q c:: :I 51<3 w-' we:>

<L a.. .... • •w <0 <Q '" '"P :z:

~9 ;;:: ~",Qco ~9~ j!:

c

Sc.5 R&L-ENTIRE PROJECT ROAO 0 cLr:L :Ii!

is = is -' I "" ~-' en ~ ....... Q

"" '" ~-' 51.... <3 <it:>Q w :Z:c

51 p 0 ~co -' j!:

U.S. DEPARTMENT OF AGRICULTURE

S

FOREST SERVICE

R-5 PACIFIC SOtlTHll'EST REGION

Oro,," E. SEINESS &M.SCHAEER Designed _____

Re'ilewod _____

Approvod _____

NO.

Revisions OESCRlPlIOf>I

Forest

DAlE BY STANISLAUS ro lame

TIMBER SALE ROADS

SOLDIER CREEK

Sheet Title

RECONSTRUCTION OF

ROAD NO. 1S11

cole NOTTOSCALE

Sheet of 36

NOT TO SCALE

"'" EOP FOR is13Ycm INTERSECTION

STATION 18+22 FOR 1S13Y THIS SHEET

STATION 0+00 FOR 1S56Y SHEET 16

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS

SC·S' L & R 16' WIDE TW THE ENTIRE PROJECT ROAD

S().5' L & R 16' WIDE TW MD·R

AB-4" FULL iW

002"

----=9~llhn<e~I~~tF HWY 120

TOTAL ESTIMATED CLEARING" 0.30+/· ACRES

U.S. DEPARTMENT OF AGRICULTURE Drawn Do.lgnod ____ Ro_____

Appro..... ____S FOREST SERVICE

R-5

PACIFIC SOUTHWEST HEGION

ReviSions DESCRIPTION DAl[ BY

Fore*'

STANISLAUS

am.

TIMBER SALE ROADS

SOLDIER CREEK

Sheet Title Sheet

RECONSTRUCTION OF

ROAD NO.1S13Y

Sea e NOT TO SCALE of 36

SC-5' L&R 12' WIDE TW THE ENTIRE PROJECT ROAD

It'>.c;

RB-R.SR-l

4"AB. MO-R

Sc-5' L& R 12' WIDE TW THE ENTIRE PROJECT ROAD is

! - <><=>- + .t'"-

SO-S' L & R 12' WIDE TW THE ENTIRE PROJECT ROAD

SC-5' L& R 12' WIDE TW THE ENTIRE PROJECT ROAD

RB-R

R·e

!JoB

.....1·Il:>...

4"AB. MO-R

R2 MO·R AB4" ;;: I

d !!2.

~~EX18" .....~n_ttl.

Ii> o g cL

1i:l

NOTTOSCALE

TOTAL ESTIMATED CLEARING= 2.27+/- ACRES

4"AB R4

Ii>

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS

9:53am- ESE'l'NESS-XREFS:

......11 eel Tille She.tevisionsDra""E. SElNESS &M.SCHAfERU.S. DEPARTMENT OF AGRICULTURE NO. DESCRIPllON DAlE BY

S Doaignod _____ RECONSTRUCTION OFSTANISLAUS 13FOREST SERVICE

am. ROAD NO.1S16Y~""----- TIMBER SALE ROADSR-5 Approvod _____ Sea e NOTTO SCALE of 36PACIFIC SOUTHWEST BBGION SOLDIER CREEK

SC·5' L & R 12'WIDE lW TIfE ENTIRE PROJECT ROAD

4"AB R4

i:! i:! ..,.

MD·RMD-R .... ~I I I MD-R

~I I .... ....I 0 in a: b b 9 9 0 '" N ..

, . ..JX18" 9 ~ 0 0

'" '" <.> 0 9;;: l!S u,r. d. 9 .... ,•0 ....1 ~ is CD

'" III

OL '" 1:l l!S l!S

2 I I I I I I~ I I I ~ I I il I I

CD

~I I I ! I I ~ ~ I iii; l::g I I I~ I I I .:: + ;t +

>co co (j)

BO;;:P~OFsE1nS.1r6i(Y)NSTATION 0+00 It OFHWY120 ~

NOT TO SCALE

SC-5'L&R 12'WlDElW THE ENTIRE PROJECT ROAD

4"AB R-4 R12 4"AB SR-R_ R54"AB

MD-R MD-R ....I u, SR-L g ~ C:> ~ 0.. 9Q .... Q Q

9 '" '" 9 d.0 -'

• isas r:D ~i!5 i!5 '"

I I I I I I ~ I I ~ I I Ii I I I~ I I ~ L I I I d I I I ~I I I ~I I I g~ .5",IXC>

50-5' L&R 12' WIDE lW THE ENTIRE PROJECT ROAD b

I

;t

CD

SC·5' L & R 12' WIDE lW TlfE ENTIRE PROJECT ROAD

-,I-~----MD-R------------I

NOTE: SEE SHEET 2 FOR LEGEND AND ABBREVIATIONS

02/03/10 9;59am-ESETNESS-XREFS:

Fom! eel TIlle She.1Revisions0""", E. SETNESS &M.SCHAFEU.S. DEPARTMENT OF AGRICULTURE NO. DOSCRIPllON DATE BY

S D.slgned ____ RECONSTRUCTION OFSTANISLAUS 14FOREST SERVICE R.....wod ____ ro arne ROAD NO.1S16YTIMBER SALE ROADSR-5 ApproYOd ____ Sea. NOT TO SCALEPACIFIC SOUTHWEST REGION of 36SOLDIER CREEK

OF 1S16Y STATION 0+00

'---:-:-'IN=TE"'=RSECTION OF HWY 120

SC-5 R& L-ENTIRE PROJECT ROAD

tu w ::I:

CIl

W

W

0 ~ .:Ii «> on ;l; .!;

CI)<:j? 0 e e 0..... •

<D i~ e

0 '" 0

SR-l R4 AB4"

MD-R'" ~ e i

CD CD CD IX; co ."i i'" '"

SC-5 R& L-ENTIRE PROJECT ROAD

R4 AB4"

MOoR R4 AB4" -' -'MD-R r,t:=-' c:. Q c:. CD·R~N

0'" '"e '" e '"eEX24,,6 :5 9n:Z';; 9. • we

0 <> 0 <> <> 0 ~ "" "" "" 0 "" "" .:. "" + + +.!; ~ t: j, ;l; co m .:.

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS

NOT TO SCALE

U.S. DEPARTMENT OF AGRICULTURE Dn"", E. afTNESS &MSCHAfE

NO.

S

FOREST SERVICE

R-5

PACIFIC SOUTHWEST REGION

Deulgned ____

Revfewed ____

Appro\'llld ____

F...., DATE BY STANISLAUS .m.

TIMBER SALE ROADS

SOLDIER CREEK

She.t Title

RECONSTRUCTION OF

ROAD NO. S16Y

cale NOTTO SCALE

Sheet

-l~1-~~_________S~C~.5_'L~&~R_1_2_'W_I_DE_TW~__________________________________~~______________________________~

~~------------~M~~~R~&L~~~~----------------------------------~Y~D-~l~--------------____~--~--------~I R-6" AB-4"

SC·S'L&R 12'WIDETW

'l

BOP OF 1S56Y@ INTERSECTION

MO· LSR·R SR·R

1--------AB-2"____-t-__ R-4 AD-4" --r---a!, RB-R -l-YD-l-l ~ ~ ~ I I ~oor ~ ;!EX24" EX36" ~r~ 5 :'" r.., r., -I I Q

OL L

~I I I I

CD-l R-6 YD-l l AB 4"/ H/2"ROCK EX18"r., I I L

SQ.5'L&R 12'WIDETW

STATION 0+00 FOR 1S56Y THIS SHEET NOTTO SCALE

STATION 18+22 FOR 1S13Y SEE SHEET 12

SR-R

TOTAL ESTIMATED CLEARING'0.70+/· ACRES

I~ I~

EX1S"

AB-2"

~ SR-R

YD-L

J

~ I I I ~ 'l :5 0 +

SR-R CD-R

l

SR-L SR-R

I

I ~

EX24" 0

9r, L~ ~

I I I ~Io~

I~I it

R-6 4"AB/I-I/2" ROCK YD-L z 0::

4"AB 0:: .0 Ih0::

Ii!§ 0::c:.

~ Ih 6c ~- 6 RB-R t- w C~~~6";!~ 0::'" 9 99 9 -0::

~ r, o::e. Ow <0

- ..J

~ <0 B ~ li!i is::: I~ ~c 0:: L ow 3:

0 0

~ I I I IiI I I II ~ ~ I I il I~ I Ii I i ~ C> 0'" '"

.t. 'l + + .t, .... r eo

I I 0+

NOTE: SEE SHEET 2 FOR LEGEND AND ABBREVIATIONS

U.S. DEPARTMENT OF AGRICULTURE Drawn E, SETNESS &MSCHAEE

FOREST SERVICE

R-5 PACIFIC SOtrrmlEST REGION

D••lgned _________

R.....wod ________

Approltod ________

NO.

evisions

DESCRIP'lION

Fom!

DAlE BY STANISLAUS ro, om.

TIMBER SALE ROADS

SOLDIER CREEK

Sheet t a

RECONSTRUCTION OF

ROAD NO.1 S56Y

ca a

NOT TO SCALE

Shaat http:CLEARING'0.70

BOP OF 1S59@ INTERSECTION

STATION 0+00 1859

STATION 37+60 1S1

k ;. ~ c er .I~ A'\

EOP STATION 4H+fI1\

NOT TO SCALE

B,O,P.

R-6

SC·5-L&R ENTIRE LENGTH OF PROJECT ROAO ---------------------------1-,

R·2

INTERSEcnON

OWB

lOO·1O-l o lOO·1M

__-I CW·S·l 1-..1

.. Se-5UR ENTIRE LENGTH OF PROJECT ROAO _____________________--'1:!lIll.__--I"";

10+00

20+00 ..

RESHAPE ;;: --l ~D-I.

EXISTING • is" OWB ~ r~ CW-5-R lO[).5.9

R R-6 iirl J -RRF{5C.V,)CW·5·R o.l.

~ ~R ~ ~ lOO·5-R • r:L LOO· 5-R

R·6SR·R --------------1

OWB

LOO·15·R

o

LOO·1O-R

RRF·(1C.Y.)

OIP

lOIl-15

OWB

LOIl-15-R

20+00

SC-5-l&R ENTIRE LENGTH OF PROJECT ROAO --------------------------:-='!"t o

LOO·10·R

OWB

LOO·15·R

R.a--j

OWB

LOO·10·R

Se-SUR ENTIRE LENGTH OF PROJECT

DWB

LOO·15-R

RO

LOO·15-R

CW-5-R

OWB

LOll-20-R

N

TOTAL ESTIMATED CLEARING=1.07+/· ACRES

G) AB-4"

®CW-8-L

@CW.10.L

@c-10·.R

@MO'L

U.S. DEPARTMENT OF A.GRICULTURE

FOREST SERVICE

R-5 PACIFIC SOU'rRIlEST 'REGION

30+00

NOTE: SEE SHEET 2 FOR LEGEND AND ABBREVIATIONS

n>tr"'" 11:19am-ESI:lNESS-){REFS:

orawnE.SETNEllS&M,SCHAFER t:!Q;±======EiR~e~V5i~Stio=n::::s=====t:Ei4=::m::=1 Fore" NO. D£SCRIPllON DAlE BY STANISLAUS

Doo/gnod --- .........'"'=:",.. ..... _____-1 ro4t ame

R_..od____ TIMBER SALE ROADS AppI'O'lOd____ SOLDIER CREEK

Sheet TItle

RECONSTRUCTION OF

ROAD NO.1S59

cale NOTTO SCALE

Sheet

EOP STATION 46+8_1----l.

u.s. DEPARTMENT OF AGRICULTURE

11 FOREST SERVICE

R-5

PACIFIC SOUTHWEST REGION

o..lgned ____

Rolliowed ____

App"'YOd ____

M().lr-

,..., tL r 1 'r"a=11

'" L Jtu ti:

UJ C,

m~

UJ 0

UJ -' U) _

40+00

40+19

NO.

40+77

R·2 SC·5-l&R ENTIRE LENGTH

DWB

LOD·25-R

41+66

OESCRIPlION

DWB

LOD·20·R

42+65

DWB

LO[)'2()'R

43+80

DWB DWB E.O.P.

LOD.20·R LOD-25-R

46+25

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS

Forest DAlE BY STANISLAUS to me

TIMBER SALE ROADS

SOLDIER CREEK

Sheet Title

RECONSTRUCTION OF

ROAD NO. 1559

cole NOT TO SCALE

Sheet

SO-5' L & R 12' WIDE TW THE ENTIRE PROJECT ROAD

Q u..

z

L.~-'~~~wr-r~-.r-r-.-~.--r-.-.-,~r-.-.-.--r~~~'-+-'-'-'-~~-'~'-+-'-"~-+-.~~r-+-.-'--r~

~~---------------R~SR-L------------------------------------~------~

Q. a

NOTE: SEE SHEET 2 FOR LEGEND AND ABBREVIATIONS

TOTAL ESTIMATED CLEARING=o.o4+/· ACRES

(]) REMOVE EX DIRT BARRIER AND REINSTALL AFTER LOGGING

Oro"" E.U.S. DEPARTMENT OF AGRICULTURE NO.Osslgned _____

R."'.wed _____ Approved _____S FOREST SE~CE

R-5

PACIFIC SOVTHWEST REGION

Revisions

OESCRIP1JDN

Fo..'" AlE BY STANISLAUS

ro. ame

TIMBER SALE ROADS

SOLDIER CREEK

Sheet Title

RECONSTRUCTION OF

ROAD NO.1S61Y

Scale NOT TO SCALE

Sheet http:CLEARING=o.o4

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS

TOTAL ESTIMATED CLEARING= O.19+I-ACRES

C:\_workingGIS-CAD\Projects\Soldier-Creek\06001-54-S0LDIElLCRlLTS\drawings-[or-projecl\2Oreconsl-1S70.dwg 02/02/10 3:20pm-ESE:l'NES3-XREFS: K:\ps\engineer\construcl\200a PROJEC'l'S\OaOOl-54-ROLDIEILCRlLTS\drawings-for-projecl\USFS-SIll-I1X17-,,04,dwg

Font", Sheet Title SheetDrawnE.SETNESS&M.SCHAfER h~I-_____---;R~e""v",i~s;,:.io=-:..n:.:s=--____h,=-hrlU.S. DEPARTMENT OF AGRICULTURE NO. DESCRIPllON DATE BYDoalgood ____ RECONSTRUCTION OFSTANISLAUS 20mFOREST SE~CE Reyfcwed ____ • am. ROAD NO.1 S70TIMBER SALE ROADSR-5 Approvad ____ ca " NOT TO SCALE of 36SOLDIER CREEKPACIFIC SOUTHWEST REGION

BOP OF 1 @r~T!~~~s:rl'

STATION 0+00 1S71 THIS SHEET

NE ~

-"",r STATION 78+50

SC-5'l&R 1Z'WIDETWEXAB

C-10'l&R

SC-5'L&R 1Z'WIDETW EXAB

C-10'l&R

EX24~

r-,~r;

j I ~ L w

SC-S'L&R 12'WIDETW EXAB

""it> e a.

is

I--CD-L

is

MD-L

-JO'l&R EXZ4"r, " I 1 L Ii!

SC-5'l&R 12'WIDETWEXAB

C-1O'l&R

SC-5'L&R 12'

R.6.AB4" WIDETW EXAB AB-2"

1Z'WIDE 12'WIDE

it.

N

"" :z ... « '" is l is is... :I: CI-'

~ :EU;

(.,0

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS TOTAL ESTIMATED CLEARING=1.BD+/- ACRES

[WIIW'II 1l:16am-ESETNESS-XREFS:

Revisions NO. OESCRIPliON

Fo"",, OA'lE BY STANISLAUS f'O '* arne

TIMBER SALE ROADS

SOLDIER CREEK

Sheef TItle

RECONSTRUCTION OF

ROAD NO.1 S71

cale NOT TO SCALE re SC-5'l&R

2'WIDE

EXAB

Sheet of 36

SC-5'l&R 12'WIDETW EXAB ADD 4"AB 12' WIDE SC-5'l&R 12'WIDETW EXAB

THE L.O.P. AFFECTING ROAD 01 S71

REQUIRES A START WORK NO

e FOREST SERVICE

R-5

PA.ClFIC SOUTHllEST REGION

0""",E, SETtlES! &M.SCHAFER Oeslgned _____

R.\lowed _____

Appro'o'Od _____

I., t.

I

STATION 78+50

NOTTOSCALE

MATCH

SC-S'L&R 12'WIDETW EXAB

R12U

EXABTW

'" i

SC-S'L&R 12'WIDETW EXAB

SC-S'L&R 12'WIDETW EXAB

ABOVER '" CLASS2 ~ .,,'"ROCK 0::(.)

EX24'

~r.

I I L 9

EXAB WR-L3'

~~f ""c:...,

11. I I c..

cL c g i I I ~ I I I I

SC-S'L&R 12'WIDETW EXAB

EXAB

I I I

~OILEOROA[

g I~ I I

EXAB

I I! I~ I I I J[ I I I I ~

EXAB AB-4" MO-L EXAB

co 0'" 0gco ~ co ~.;; cti !... il: ... f! ..... :e

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS THE L.O.P. AFFECTING ROAD 01S71 WILL

REQUIRE A START WORK DATE NO EARLIER

SEPTEMBER 15, 2010_

U.S. DEPARTMENT OF AGRICULTURE

S FOREST SERVICE

R-5 PACIFIC SOUTHll'EST REGION

DrownE.SETNESS &M.SCHAFER Ooa!gned ____

R.".wod ____ Approwd ____

NO.

h"....-l

DESCRIPllON ______---;,,""e""v""i""s,;-io.::..;.;n...;:s'--___--+

DA1E

.......rl-

BY

-=--tI roroll

STANISLAUS . .

Sheet TIlle

RECONSTRUCTION OF

ROAD NO.1S71

CO 8 NOT TO SCALE

Sheet of 36

SOLDIER CREEK

'1 t.

yo t._ i'

ONSTWB

RESHAPE

100 L.F.

DITCH oEXISTING t2~~~;;iROADSIDE

EXISTING PAVEMENT

PRIVATE U.S. GOVERNMENT

LAND LAND

I I

I~ I

Ii ~.--.-.--~.--.-.~r_'-'-_'~--T-~-;~--T--r_.~--r-.--;~r_T-o--;~--T-~-;+1--T-~~~--r-~_r~ i

0+00 R-O·ENTIRE LENGTHHiGTiHOi;J;Ro:iEmlR<iA;-:========::::j nr------I===-~SC4-~~L&~RENTIRE LENGTH OF PROJECT ROADEXISTING PAVEMENT I~ I~~~~r.m~MmD~'R::~~------------------------------~

_ GRADE +5%

EX 18" EX 24"

GRADE +4% TW=2T

!;;: EK24'r-, Ir-'I ..:J r-, IL. I I l j l j I I jZ L w" °0

15.00 20+00·1°1~ITCHBACK RIGHT R-O·ENTIRELENGTH-----------------

~=NiD.R-=::::jr=:...

I

SC-4-L&R ENTIRE LENGTH

I- MD·R MO-L

EXISTING

ROADFR7029

LEFT EXISTING EX 18" PATCH POTHOLE f1\STOCKYARD r-, r-, 4'K4'AC V

NOTE GATE l J I J

20+00 30+00

~-------MO-L----------------_,~~--~----------------------------~._~~,,~~~"'~

1 O~ (3) R6- AC-3/AB-~ GEOTEXTILE FABRIC

P TCH '"

W

~._.-_r-+~,-._._~_._,-._+_~_r~~r_._~_r_+_,-._._~~_;-._+__r_r~~r_._o__r~_,-._._~~

NOTE: SEE SHEET 2FOR NOTES, LEGEND, AND ABBREVIATIONS

R6- AC-3/AB-4/ NOTE TOTAL ESTIMATED CLEARING:: 0.02+1· ACRES

EXINl~~.p. ST~~~~~i85GEOTEXTILE FABRIC (3) PATCHING POTHOLE SAWCUT PAVEMENT PLACE 3" AC OVER RELAYED EX.4"AB OVER GEOTEXTILE FABRIC

C:\_workingGIS-CAD\Projecl,\Soldier-Creek\OBOOI-54-S0LDIER_CRK.TS\drawings-!or-project\23recon,I-2S30-1.dwg 02/05/10 1:11pm- ESETIlESS-XREI'S: K:\p'\engineer\ construct\2008 PROJEC'l'S\0800l-54-S0LDIER_CRK.TS\drawings- for-projeel\USFS-STO-lIXl?_v04.dwg

+62 e

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

R-5

PACIFIC SOUTlIllEST REGION

RevisionsOro.., DESCRIP1!ONNO. DAlE BYIleaIgn.d ________

Rev!_________

Appro\'lMl _________

Fonta!

ON OFSTANISLAUS

roe Gm. ROAD NO. 2S30

NOT TO SCALESOLDIER CREEK

S

FOREST SERVICE

R-5

PACIFIC SOUTHWEST REGION

C")

.N MD·L

.9'1:i:i R6-3"AC OVER

RELAYEO EXIST AD

>-~ OVER CEO ILE ...' EX18n

.I' n r-,...

NOT@L J" '";.1 (Ow =>

0•.,:':1':: ,. (f)Ul :;:

40+00 ,_..---- M().I.

EXle"

PATCH 2'X2' r-, POT ' , 4'X4' 0 L J

HOLE1'X1' POT

3'X3' HOLE

PATCH

8'XS'

1 POT

HOLE

BLOCKED

EXISTING

ROAD LEFT

50+00

60+00 r--------M~L---------------------------------------;~

EX1Sn BLOCKED

_, EXISTING

, ROADLEFT

1.,.J50 , I I I I I I I I I I 60+00 65+00 70+00 r------M~L-----------------------------------_1

70+00

OVERHEAD

POWER

LINE

1Sn r-, l J

OVERHEAD POWER

POLE

POWER RIGHT

LINE

BLOCKED

ROAD

RIGHT

1 PATCHING POTHOLE SAWCUT PAVEMENT PLACE an AC OVER RELAYED EX,4nAB OVER GEOTEXTILE FABRIC ~

TE:

EXCAVATE FOR CATCH BASIN &ADD4 CYOFRRF NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS

@ M,D, LEFT CONSTRUCT DITCH DEEPER

0""", Designed _____

R.>fo"'" _____ Approved ______

ReVISions ilESCRlPTION DAlE BY

Fa"",, STANISLAUS

"'.TIMBER SALE ROADS

SOLDIER CREEK

Sheet Title

RECONSTRUCTION OF

ROAD NO. 2S30

oa ., NOTTO SCALE

80+00

She.t

.. to..fiJ:' Q:)

::' 'l(f'.>l: 'I

..:~ \\" "., "NAT.JONAL

~---------MD·L---------------------------------------------------------------I

~ CLEAN

~ OUTLET

W is''W is'' is'' A--,:E: r-, Rr-, I I I I

~ L TJ r mI ~,L I I OrOf I I I I I I I I I I I I I I I I I I sJ+81 I I I 80+00 85+00 90+00

.~---- MD·L ----------------------------------------------------------1

f1\ PATCH 18"V 1'xi'POT r-,HOLE I I L J

90+00 95+00 100+00

NOTTO SCALE

I I I r1~911 I I I I I I I I I I I I I I I I I I I I I I I 11~9+~S

110+00 115+00 120+00

CC

('\oj

/ij 24" is'' W

~--------- MD·L------------------------------------------------~

18" PATCH 24"r-,r-, 0 4'x4'POT I II I

H LE L JL J

100+00 110+0(

MD·L

r-, I , r-' :E:

tIJ ~T NOTE:o PATCHING POTHOLE SAWCUT PAVEMENT PLACE 3" AC OVER RELAYED EX.4"AB OVER GEOTEXTILE FABRIC

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS

evisions FornI

Drawn ~NOL.t=====::JO~ESCIII~PllON~~====1::!OA~JE4JBY!CI STANISLAUSO"llIned _______ I- Reviewed ___ Approl'lld _______

U.S. DEPARTMENT OF AGRICULTURE

11 FOREST SERVICE

R-5

PACIFIC SOUTHWEST REGION

roe ame

TIMBER SALE ROADS

SOLDIER CREEK

Sheet TItle

RECONSTRUCTION OF

ROAD NO, 2S30

co e NOTTO SCALE

Sheet of

NOTTO'~ALE

NOTE:

In N tu w ::J:

CI)

W W

CI)

EXISTING ROAD

RIGHT

r-~--------- MO~

140+00

I ..

Iii

EX18';:::!

R is z

PATCH

f.j\ 3'xS' POT

V HOLE

24" 4'X4'&1'X2' 8')(8' r.., POT POT

I J HOLES HOLE

140+00

M~L ------------------------~----------------------------------------~~

SC-5'I.&R

EXISTING

ROAD RIGHT

1S69

EX1S"

150+00 r-----------MD·L--------------------------------------------------------------------~

150+00

REPAIR &ClEAN 24" CMP

NO OUTLET FOUND

24" R

160+00

0) PATCHING POTHOLE SAWCUT PAVEMENT PLACE 3" ACOVER RELAYED EX.4"AB OVER GEOTEXTILE FABRIC

D""",U.S. DEPARTMENT OF AGRICULTURE NO.Deelgned ________

Reviewed ________

Approved ________S FOREST SERVICE

R-5 PACIFIC SOUTlJWEST REGION

NOTE: SEE SHEET 2FOR LEGEND AND ABBREVIATIONS

Revisions

DESCRIPTION DATE BY

Forea'

STANISLAUS

roe me

TIMBER SALE ROADS

SOLDIER CREEK

160+00

RECONSTRUCTION OF

EOP STATION 23+25

.\ ....". ". ".L_.... ~. 1

BOP OF-2S40.'~IN.tE:RSECTION It_.......-;;;;STi;i7A:;;TION O+OQ" #40 TH~SEET

JIIIII"'.... STATION 161 ~ 2S30 T 6

'\ .1 • ,,:

;/.. J' '."~. ,.I! ;.o:

I~, ,I '2S30 .;: F~ ~

B.O.P.

i 1-1....---- S·R EXIST ROCKED ROAD ---------10..-SC-5-l&RENTIRELENGTH ___________________________---<..__

S·R EXIST ROCKED ROAD

.. ClW·SLASH 0S1

C-5-L&R ENTIRE LENGTH

DIP LOD·10·R

RB·R

I I I I I 1 1 I Il.:lruq 1 1 +531

+00 12 00 f----- S·R ---------<-1 "-- ClW·SLASH Q) ------_..;...

f----- SC-5'L&R 51 o

LOD·20·R

T1R T1R

IX 9,

~!f o~ ...J ...

is

20+00 21+20

1 I 1 o

LOD-5-R

BEGIN

"'"7 1151541

15+00

25+0 f------- ClWSLASH 0l

AB4

LOD-3 ·R

1 +1!t ~1+571 16+3

I 1 I o

LOD-1O-R

I I I

10+00

I I I 20+00

NOTE: SEE SHEET 2 FOR LEGEND AND ABBREVIATIONS

NOTTOSCALE

([) BLADE DEBRIS OFF ROAD BED.

TOTAL ESTIMATED CLEARING= 0.53+/· ACRES

U.S. DEPARTMENT OF AGRICULTURE

S FOREST SERVICE

R-5 p~c SO~ST REGION

DesIgned ____

R.~.wed ____-----

NO.

m-ESETNESS-XREFS: s construct evrsions OESCRJI'llON DAlE BY vO . w

Font'"

STANISLAUS

am.

TIMBER SALE ROADS

SOLDIER CREEK

Sheel TIlle

RECONSTRUCTION OF

ROAD NO, 2S40

CQ • NOT TO SCALE

Sheel

OF 2S87 @INTERSECTION

STATION 0+00 2S87 THIS SHEET

STATION 5+761S11 SHEET10

THE L.O.P. AFFECTING ROAD 02S87 FROM

STATION 21+19 TO 27+69 REQUIRES ASTART

WORK DATE NO EARLIER THAN AUGUST 15,

2010 FOR THAT AREA OF ROAD.

TOTAL ESTIMATED ClEARING- 1.21+/- ACRES

1--------- SC-S'La:R 12' WIDE 1W ENTIRE PROJECT ROAD----------------------i -1;;' SR-L R4 R-4 SR-L TW 15' DIRT Ao4 RS RB-l

!ii~ TW 32' DIRT ARCHEOLOGICAL SENSITIVE AREA-L .... 3XI.

I~tl Ro-L 4'Xl.S' S20-L ~ i R-6 - f-

I~NI~ r;: ~~ ~ ~ 0...1 fi ~ ;0;; 0 ~ ~ ~..-- 2l; is S ~ ~I!l ~ -r 9 9 °.....0 3. e: g fa ~ c 0 :i. Ii t:t: §I -0 Q~ al-J ifi....t C IX:

: I ~ 1II 1~ I! I I ~ c!; I I I i I III 1 I I I! I I I 1 I I I i I I~ I i I ~I ! I ~ ~I ~ :tJ i 1-----AB4--RS----CO-----R-,U.,.,.SE:::--CUT- SC-S'La:R 12' WIDE 1W ENTIRE PROJECT ROAD---------;-A"""B--------------1 RB-L R F(7CY i- TO FILL ROAD 1W 12'-13' ND-L 1-1/2" IriB-L 1----R-6----i

RB-L

I'X 2' RRFIe 6Ao

_ 3~ r- WR-l'l.lR 3'X -1/, 1--WR 2' L_~-t-_-l---::.:S6---,-L;;

b..... ..... ..... ..... .... 24" b Ii> b Ii> 9 r,D< ~ Ii> Ii>~0 "

.... N ~

~I~

0 0 0 !lo ,,-0 0 9 ~ 9 9 9 ~ 09 _0 90

*I~I 1~2~1~1[ <>!~I~ ~~ I ~ II I 21 I~I 1 I~I! I~I~I~ III

0"" 0 <> '" <:> C> ~ ~ ~ ~ 6 ::. ct:i ct ~ .1; to ,.... eo en

<r"'" .,..., f~ .... - ...... ...... 'I:""" -

RO-L1 X2 RB-L I.S'X4'SC-S La:R 12 WIDE 1W ENTIRE PROJECT ROA'1iii_L I'Xl'

_R12 RRF Ie_-+- R12 RRF Ie RI2 RRF 1e __RB-L I'X3'--l--lANDING -L_

6 AS SR-L 6°AB SR-L 6 AB SR-L S2(10')-L

~=: S-1 0(S")-L ~ ~-8(12")-L b

9 -l 0 9::: (:) 9..- ~ 9 ~

I 1 I ~~ 1 I 1 II! I I I j I I ~ ~ I I I is

~ ~ ~ ____~_____i__ ~ i!i

. UMITED OPERATING PERIOD (LO_P.)----------I

NOTE: SEE SHEET 2 FOR LEGEND AND ABBREVIATIONS

o 0,, ~w b o

Ro-R

CD-R

I~I~ I

I I I !

C: \. workin/lGIS-CAD\ Projeets\Soldier-Cre.k\00001-54-SOLDIER CRIO'S\dr.wings-for-project\2Sre.onsHS87.dwg 02/03/10 6:08pm-ESr:rNESS-XREFS: K:\p,\.ngineer\construct\2008 PROJEC'lS\OaOOl -54-SOLDIER..CRILTS\drawiJW;-for-project \ USFS-STD-UX1? v04.dwg

U.S. DEPARTMENT OF AGRICULTURE

S FOREST SERVICE

R-5 PACIFIC SOUTH1lEST REGION

Oro... E. OI:nlCOO • u, De.1gned ____

ReM.1Id ____

ApprollOd ____

NO.

ReVisions fore.

STANISLAUS

rOJo.. ""TiMBER SALE ROADS

(SOLDIER CREEK)

She.t Title

RECONSTRUCTION OF

ROAD NO. 2S87

Scale NOT TO SCALE

Sheet

DESCIlIP110N OA1E BY

CLEARING LIMIT

1-- CR•.,IS----.I

BERM DETAIL

ABBREVIATIONS: ROAD TEMPLATE TABLE

T.C.= TOLERANCE CLASS

t= COURSE DEPTH Road No. R.B. I!:> t fl:::> T.W. R::> T.C. f'7::>. REMARKS

SL&:pj3:1 ~ T.W. - ~ SLOPi{!:>

. ~ RB '-./ '4I-r o WIDENING W/DITCH-CUT

SCor ._ SCor ~~4--CRRIS--__~~v---L \r--L.

v r- T.w·trl/.

SLOPE 3:1

(I¥P) -

CLEARING LIMIT 1

11--- T.W.---I

I CRB I / V

I----RB~ 1I,

CD WIDENING WIO DITCH-CUT

T.W.=TRAVELEDWAY 1S01Y 12'

R.B.= ROADBED 1S01YB 12'CRB= CLEAR EXISTING 1S11 12'

ROADBED AND DITCHES

No.=NUMBER 1S13Y 12'

SC= SELECT CLEAR 1S16Y 12'

Lor R= LEFT OR RIGHT lS56Y 12' NR= NARROW ROAD lS59 12' L=LAYER lS61Y 12'

1S70 12' 1S71 12' 2S30 14' 2S40 12' 2S87 12'

NOTE: All aggregate base is grading 2.

12' D 12' D Spot rock with O-ggregate Ioa.se.

12' D Spat rock with ~ga.te IoClSe.

12' D Spot rock with o.ggregate ba.sf!'.

12' D Spot rock with o.ggrego:te bo.ft.

12' D sPOt rock with AQQNOClw bo.se.

12' D Spot: rock wIth (lgg~te base.

12' D 12' D 12' D Spot rock with aQQreQo.te bose.

14' B pot rock with o.ggre-go.te DIlS8 8. o..c..

12' D 12' D Spot rock with aggregate bo.se.

VI-- RB--L...j

BALANCED WIO DITCH

CLEARING LIMIT _-/

1--- R"IS-----! ROAD WIDENING FOR WR, CW, TURNOUT OR DOUBLE LANE SEE DETAILS o o 3'MIN

I----_CR~

'--t T.W.~

2'MAX NOTES: EXISTING STANDARD SEE DETAILS

CLEARING LIMITS ~

scor~ .D SCor

C-*-L CR 7-*-L

~T,W'-=rr:!

SLOPE 3:1 -;)il=t=;:l=:c;~12:I~(TYPICAL)

T I" " MAX. LAVER

1. SEE RECONSTRUCTION DRAWING SHEETS FOR REQUIRED WIDTH.

2. SEE NEW CONSTRUCTION TYPICAL SECTIONS FOR BERM, ROADWAY

DITCH, AND SLOPE ROUNDING DETAILS.

3. (T.W.) TRAVELED WAY

Vf- RB t ,I o BALANCED W/DITCH

1-----CLEARING lIMIT---...-..J

SC~ ~~

e-*·L -I-::-"\.L....j---- CRRtI--___I-C:..-*...::-R.:..j

~ I- T.W.-l SL9PI\ It, I 3:1

(typ) VI-- RB~ v

® THRUCUT

LEARING LIMIT

SC or CRB-.. SC;or c.: ·L 1...... T.W. -I e- ·R

SLOPE 1- •

(~) /~ RB~

.......... '" 1'...()"

WIDENING '" ""'l /r---ISLOPE

CD EMBANKMENT I " '<... 13>

4. (R.B.) ROADBED

5. (CRB) CLEAR EXISTING ROADBED AND DITCHES

6...OR LENGTH SHOWING ON DRAWINGS.

1. MAINTAIN EXISTING ROAD SLOPE UNLESS SHOWN OHTERWISE.

[!:> lL=4' MIN. '::~ (NR L or R) NARROW ROAD STD.

TOLERANCE CLASS

BASE OR SURFACE COURSE DEPTH, SEE DRAWINGS FOR

(t) COURSE DEPTH.

EXISTING WIDTH UNLESS DRAWINGS SHOW OTHERWISE

SEE DRAWINGS FOR CURVE WIDENING LOCATIONS.

1. "L" SHALL ACCOMODATE THE COMPACTING EQUIPMENT

2. "LR MAY BE WIDENED BY END DUMPING IN ORDER TO

ACCOMODATE COMPACTING EQUIPMENT. THE REMAINDER

OF THE EMBANKMENT SHALL BE PLACED AS SPECIFIED.

3. PRIOR TO END DUMPING, SCARIFY THE

ORIGINAL GROUND.

CLEARING LIMIT -----oj

CRDB-___-oj .....-+-T'"i EXCESS MATERIALr- T,W'--j ~ ~/ 1~~O;&Ll¥~i.w.

t --""". V. / .7 ~~1f.~~~NO

I ! RB---4).J

NR-L or R CUT SIDE

CLEARING LIMIT---J

CR

CONFIGURATIONS

T.W. CUT SLOPEFILL SLOPE· ROCK

COMMON

1113:1

1112:1 SLOPE. _

[!:> CUT SLOPE· SOLID ROCK 114:1 CONSTRUCT AS STAKJ RB! I

TURNOUT DETAILS

r-- 100' ----I 2fi r 1 r5'

/1 5'

""-.1 5'

T.w·I l1D THRU FILL a&g~~~OCK 11YU NR Lor REMBANKM ~

:\_workingGIS CAD\Projects \Soldier-Creek\ 08001 54-S0LDlER_CRK...1S\drawings -for project\29rectyp-REV.DWG 02/03/10 9:30am ESETIlESS-XREFS: K:\p,\ engineer\conslrucl\200B PROJECTS\08001-54 SOlJllER CRIl.TS\drawing.Hor-project\USFS-STD-1IX17 v04.dw

D~~E~~~============~R~e~V~i~StiO~n~S=========+~~]L~ ~~ D••lgned I- NO. DESCRIPlJON DATE BY STANISLAUS ReYle.ed nv,_, 1'(°T'iMBER SALE ROADS Appr_d (SOLDIER CREEK)

Sheet Title

ROAD RECONSTRUCTION

SECTION DETAILS

Shest

29u.s. DEPARTMENT OF AGRICULTURE

S FOREST SERVICE

R-5 PACIFIC SOllTHWEST REGION seclle SCALE AS NOTED

BOTTOM OF DIP

A B C D

BREAK 'WITH DESIGN GRADE

~ - D[]'WN GRADE Ik ROAD

GRADE BREAK

VARIABLE

r BERM 12' MINIMUM HEIGHT , /' 'I

E F \G/I' 50' . I H

NOTES.

PLAN 1, BERM NOT REQUIRED []N INSUJPED R[]ADS.

R[]UND TOP

~"'lGH GRA"

DESIGN GRADE

2. C[]MPACT BERM 15' EACH SIDE []F DRAIN []PENING.

3. MATERIAL EXCAVATED SHALL BE PLACED BY COMPACTION

METH[]D SPECIFIED FOR ADJACENT ROADBED

FILL VARIABLE

I- I E

A. VARIABLE AS NEEDED

IF£lR BALANCING

EXCAVATION FROM DIP I

-SLO,..t:, ;

18' 18'

25' 25'

~ ROUND BOTTOM

I 100' I

D H

I I

4. THIS TYPE OF DIP SHOULD NOT BE USED IN GRADES

[]VER 8r..

5. BERM NOT REQUIRED 'WHEN DIP EMPTIES ONT[]

NATURAL GROUND.

DIP PR[]FILE - OUTSLOPED ROAD

ROUND TIlP

VARIABLE AS NEEDED

F£lR BALANCING

EXCAVATION FR[]M DIP

A

E I 18'

I

12' 12'

18'

~","G" G"" k"-- ROUND BOTTOM

I 100'

I

D H

I I

DESIGN GRADE

C:\_workingGIS-CAD\Projects\ Soldier-Creek\08001-54-SOUlIER-CRK..J'S\drawings-for-project\30rdip.DWG 02/W/l0 7:48am-ESETNESS-XREFS: K:\ps\engineer\ ronstrud\2008 PROJEC'I'S\OBOO!-54-S0UlIER_CRIUS\drawings-[or-projecl\USFS -STD-IIX1?_v04.dwg

U.S. DEPARTMENT OF AGRICULTURE

S FOREST SERVICE

R-5

PACIFIC SOUTHWEST REGION

OruwnE. smess&M.SCHAFER O."gned _____

Revtewed _____

App,o;ood _____

~NO~.

Revisions f=====jo~ts~CRIle!Plli2tiONEE===:::POA~TE4=JB~Y=l Fom!

STANISLAUS

.....j.eY l'tOT'iMBER SALE ROADS

(SOLDIER CREEK)

Sheet Title

RECONSTRUCTION OF DIP

Sheet at 36Scale NOTTOSCALE

CON.ORM TO tETAL END SECTICN, E--, '" ~ ~ 5 rr;E~ ~~I-r o ~ fI SKIRT

8' _d BEDmNG MATERIAL 4' (MIN> -/" T

I A I t! 1 A I roE PLATE EXTENSION IoIMEN REIlUIRED

GENERAL NOTES

I DIA _I All 3 PC BODIES SHAll HAVE 0,109' THICK STEEL SIDES DR 0.10S'1SPAN 1 ~ IoIARP SLOPE CF EMBANKMENT TO

1.

THICK ALUMINUM SIDES AND 0,38' STEEL DR 0,13S' ALUMINUM CENTER,..,

PANELS. WIDTH OF CENTER PANELS SHAll BE GREATER THAN 20r. OF THE'" PIPE PERIPHERY. MULTIPLE PANEL BODIES SHAll HAVE lAP SEAMS WHICH

ARE TO BE TIGHTLY JOINED BY 3/8~ GALVANIZED RIVETS DR BOLTS,

r , ~M~ 2. REINFORCED EDGES SHAll BE SUPPLEMENTED WITH GALVANIZED STIFFENER

ANGLES FOR THE 60' THRU 84' ROUND. 77'XS2' AND 83'XS7' PIPE-ARCH

l SIZES. THE ANGLES SHAll BE 2'X2'Xl/4' FOR THE 60' THRU 72'l ROUND, 77'XS2' AND 83'XS7' PIPE -ARCH SIZES AND 2 1/2'X2 1/2'Xl/4'

FOR 78' AND 84' ROUND, THE ANGLES SHALL BE ATTACHED BY 3/8'

GALVANIZED NUTS AND BOLTS,

ANGLE REINFORCEMENT SHAll BE PLACED UNDER THE CENTER PANEL SEAMS

ON THE 77'XS2' AND 83'XS7' PIPE ARCH SIZES.

,-' 3.

• I. ~ .1I.. A I' . 'VI TYPICAL ARCH PLAN 4. TOE PLATE SHAll BE FURNISHED WHEN SPECIFIED, PUNCH 7/16' C/l HOLES

IN TOE PLATE TO MATCH HOLES IN SKIRT, TOE PLATE SHAll BE ATTACHEDTYPICAL PLAN TYPICAL CROSS SECTION WITH 3/8' BOLTS.

S. END OF PIPE SHAll BE f'INISHED WITH ANNULAR CORRUGATIONS TO CONFORM TO FLARED END SECTION SO THAT NO lEAKAGE RESULTS FROMPIPE DIAMETER

_~ REINrORCED EDGE r 2'Q J

,1i~11 • SKIRT II~

I L I

THE CONNECTION.CONNECTOR LUG

6. WHEN ALUMINUM END SECTIIlNS ARE FURNISHED, All HARDWARE SHAll BE

FIll PROTECTIIlN SHAll BE IlF THE SAME TYPE AND CLASS AS DESIGNATED FIlR THE ENERGY DISSIPATOR FOR EACH INSTAllATION.IH ~ RIPRAP SHAll BE PLACED THE FUll lENGTH OF FIll SlIlPE, OPTIONAL TOE PLATE

TYPE 1

toR 12' THROUGH 24' ONLY "" ROAD GRADE, L 7/16' HOLES ON CENTER MAX r-REINrORCED EDGE

.if- 2' [ttlkp~ ") s' r"--: SKIRT :""'1I H T J., I

12' C. TIl C MAX, SPCG

TYPICAL ElEVATIIlN ARCH

TYPICAL ELEVATIOt-l ,r- jjkJl ""'"

PIPE STEEL ALUMINUM

DIMENSIONS IN INCHES 1 APPROX, E--, ~ DIA, IN THI~E:SS THII~ss BODY THREADED ROD - E:.---...SLOPE ROD H!lLDER~ ;;

INCHES INCHES INCHES A:I:: 1 B(MAX) H:I:: 1 L:I:: ~ 'W :I:: 2

/1~12 ,064 .060 6 6 6 21 24 2 1/2 1 PC

15 .064 ,060 7 8 6 26 30 2 112 1 PC

19 ,064 .060 8 10 6 31 36 2 112 1 PC

21 .064 .060 9 12 6 36 42 2 1/2 1 PC

TYPE 2

24 .064 .060 10 13 6 41 48 2 112 1 PC

F'DR 30' THROUGH aG' AND

21' )( 15' THROUGH 57' X 38'30 .079 .075. 12 16 8 51 60 2 112 1 PC

36 .079 .075 14 19 i1 60 72 2 112 2 PC

42 .109 .105 16 22 69 84 2 112 2 PC

48 .109 ,105 18 27 12 78 90 2 114 2 PC

54 .109 .105 18 30 12 84 102 2 2 PC STANDARD COUPLING ""' 60 18 33 12 87 114 1 3/4 3 PC BAND

66 SEE SEE 18 36 12 87 120 1 112 3 PC CDNNECTDR ::72 NOTE NOTE 18 39 12 87 126 1 113 3 PC

78 NO.1 NO.1 18 42 12 87 132 1 114 3 PC

SECTION /1';;'

84 18 45 12 87 138 1 1/6 3 PC

PIPE PAY LENGTH

,.::V PIPE PAY LENGTH

lT~' AVAILABLE.OR ALL SIZES

ROUND CULVERTS TYPE 3

tIlR 42' THROUGH 84' AND

64' X 43" THROUGH 83' X 57'

STANDARD CONNECTIlRS

-I:~r:Y~ ~

'M ,...",.~ ~ ~ .... 'il

TYPICAL RIPRAP DETAIL

NOTE) INSTALL RIPRAP rILL PROTECTION PER TYPICAL

DETAIL IoIHERE DESIGNATED ON DRA\oIINGS, PIPE ARCH I~Iy~NESSINCHES CHES

SPAN

A"" 1 IB(MAX)

7 10 8 12 9 14 10 16 12 18 13 21 18 26 18 30 18 33 18 36 18 39

RISE STEEL ALUM.

15 .064 .060 .064 .06018 .06420 .060 ,07924 .075

29 .079 .075 .10533 · .109

38 .105• .10943 .015• .109

SEE47 SEE

52 NOTE NOTE

NO, 157 NO.1

DIMENSIIlN IN INCHE~

1 L :J:: I!H ""

6 23 6 28

6 39

9 53 12 63 12 70 12 77 12 77 12 77

'W :J: 2

APPR[J)(

SLOPE

2 112 2 112 2 1/2 2 1/2 2 112 2 112 2 1/2 2 1/4 2 114

BODY

1 PC

1 PC

1 PC

1 PC

1 PC

2 PC

2 PC

2 PC

3 PC

3 PC I

3 PC I

ARCH CULVERTS

K;\p,\engineer\conslruct\2006 PROIEC'rS\OBOOl-54-SOLDIIlR_CRIL'lS\drawings-lor-project\31 Mes.dll'g 02/04/10 NOam-ESI!'I'NIlSS-XREFS; K;\ps\engineer\.onst,uct\2008 PIlOlECTS\OBOOI-54-S0LDIER_CRIL'lS\drawingg-lor-project\US!'S-STD-lIXlL v04.dwg

DrawnE, SETNESS &M.SCHAFER ReviSions r.re.tt Sheet Title Sheet U.S. DEPARTMENT OF AGRICULTURE NO. DESCRIPliON DAlE BY STANISLAUS INSTALLATION OFS FOREST SERVICE DesIgned 31

R-5 Re\4ewed ""I·......·TiMBER SALE ROADS METAL END SECTIONS Appro>Od

PACIFIC SOU'l'HllES'I' REGION (SOLDIER CREEK) ::icale NOTTOSCALE of 36

NOTE, CONSTRUCT TO A 10Z

GRADE 'WHENEVER POSSIBLEAREA TO BE CLEARED

AMD GRUBBED

~_______________ 3' ________________~

GRADE ..

c SLOPE

1 1/211

VARIABLE SLOPE

3'1 MINIMUM

l'

TYPICAL LEAD-OFF DITCH SECTION

TYPICAL \.IATERBAR DETAIL

CUT AS NEEDED TO OBTAIN MATERIAL

FOR BERM. (NOT TO EXCEED 19')

42' 1/

ROAD GRADE

NOTES,

1-------- 8'

1. 01 EQUALS PERCENT OF GRADE PLUS 5.

EXAMPLE, GRADE IS 15Z

TYPICAL FURRO\.l DITCH SECTION 15+5+20 rt=20

2, NO COMPACTION REQUIRED FOR 'WATER BAR.

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S Designed ________ STANISLAUS 32FOREST SERVICE R..tewod ______ am. BARS AND LEAD OFF DITCHES

TIMBER SALE ROADSR-5

Appro""'------ co e NOTTO SCALE of 36PAcnnc SOUllrWBST REGION SOLDIER CREEK

RETURN TO GRADE DO~N GRADE BREAK ~ITH

CRDSS SLDPE ~ B GRA~ CRDSS SLD~E >

.~----------------_+-I--------~~--~-----------+I---------~ I r-o / 45 APPROX, I

BERM DR DIKE

12' MIN, HEIGHT

I ,,~ OR AS STAKED ~

'AU

1->--- 20' ----1---____--'--'--____----1

(SEE SCHEDULE>

PLAN VIE VI

112 'n' E

B

~ VARIES ----1---- VARIES

PROFILE B,C,E,

H

F l

-10' MIN, VERT, CURVES

uA u

VARIES --I---"7(S::-:E:;:;;E:-;:;S'::C7-:H=ED:::U7.L-;:E::O")---...I

PROFILE F,G,H

DIMENSION SCHEDULE

NOTESI

BY COMPACTION METHOD SPECIFIED FOR

ADJACENT R[]ADBED.

(2) BERM NOT REQUIRED 'WHEN DIP EMPTIES []NTO

NATURAL GROUND OR N INSLOPED ROADS,

C:\_workingGiS-CAD\projects\Soldier-Creek\ 08001-54-SOlJlIER...CRR...TS\dr.wings-for-project\33id .DWG 02/04/10 1O:19am-ESETNESS-:<REFS: K:\ps \ engineer\ construct\2000 PROIECTS\08001--M-SOlJlIER_CRILTS\drawings-for-project\ USPS STD-llXIL v04.dwg

U.S. DEPARTMENT OF AGRICULTURE

!l FOREST SERVICE

R-5 PACIFIC SOU'l'HWEST REGION nr.wrf. SETNESS &M.8CHAFER DesIgned ____

R!M"'od __~_ Approvod ____

:NO::....p Revisions t-____--"'oESCR1=p..:=noo"'-____--t-" lE'OA"" t-BY"'-I F....I!

STANISLAUS

1"rOJ<lC1 °rtMBER SALE ROADS

(SOLDIER CREEK)

Sheet Title

RECONSTRUCTION OF

INTERCEPTING DIP

Sheet of 36Scale NOT TO SCALE r--... ---""' ~ • -GRADE

.....-......--. _ 30 0 -45 0 SKEIJ 4,.....- /./" 0 :

----A r-

~T - A.-

• S VI a... ------... ZO 0 ~ ...... 0:: -l ~, :::;:u VI f§7 I / --I ~

BOTTOM OF DIP

NOTE: DRA\.JING NOT TO SCALE

END CUT 4' 6'

/ BEGIN CUT

EXCAVATED MATERIAL

t

12' MAX. DEPTH A

SECTION A-A

IC

NOTES,

1, FOR USE ON GRADES STEEPER THAN lOr..

2. IJATER NOT TO BE DISCHARGED ON FILLS

GREATER THAN 3 FEET IN HEIGHT.

3. EXCAVATED MATERIAL TO BE SPREAD OUT

ON ROADBED.

C:\-"orkingGIS-CAlJ\Proj.cts\Soldi.r~Cr..k\()IlOOl-54-S0LDIER_CRlLTS\drawing.-for-projeet\34dwb.DWG 02/04/10 IO:20am-SSETNESS-XllIlFS: K:\ps\'ngineer\conslruct\2006 PROJECTS\0600l-54-S0LDIER_C~TS\dr.wing'-for-proj.cl\USFS-S'lD-UXl L vQ4.dwg

U.S. DEPARTMENT OF AGRICULTURE

S FOREST SERVICE

R-5 PAC1FIC SOU'l'HllEST REGION

0",J:.SETNESS &M.SCHAFER

0"'9nod ____ R.".wed ____ App"',.,d ____

~NOC.

Revls,ons

~====jO~ES~CR[if]l?l1jQ!ONE~===:::j:]D~AlE4=JlIYn:I Foreal

STANISLAUS

nVj_' ""TiMBER SALE ROADS

(SOLDIER CREEK)

Sheat TItle

RECONSTRUCTION OF

DRIVEABLE WATER BAR

Sheet of 36Scal. NOT TO SCALE

NO SCALE

BEGINNING STATION

CLEARING

LIMIT

CUT FLUSH

WITH TRUNK

EXISTING

CUT

16'

10'

ROADWAY

ELEVATION -+1'--,

CUT FLUSH

WITH TRUNK

x CRB Y

CLEARING

LIMIT

Drainage ditch HINGE POINT

1-0100--- 4' --

ALONG TANGET INSIDE CURVE OUT SIDE CURVE

RD. NO. CUT SLOPE

X

CUT SLOPE

Xi

FILL SLOPE

Y

FILL SLOPE

Y1

FILL SLOPE

YO

ALLRDS.

AS

APPLICABLE

4FEET 4 FEET 4FEET 12 FEET 4FEET

Xi applies to sections of roads with adrainage ditch, the distance will be measured from the If.of drainage ditch.

YO, Y& Xon surfaced roads with asphalt curb, all mesurements will be made from the inside face of curb or guard rail, on roads with no curb or guard rail. Measurments will be made from the HINGE POINT.

Yi applies to inSide curves only where the sight distance measured along the center…