Attachment 2_Drawings.pdf

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION FIVE

OREGON

oREDlllNG

STANISLAUS NATIONAL FOREST

DRAWINGS FOR PROPOSED

T

CALAVERAS COUNTY, CA

t;r,n

ROCK SOURCE:

USE APPROVED COMMERCIAL SOURCE.

NOXIOUS WEED PLAN REQUIRED.

TABLE OF CONTENTS

LENGTH SHEET

NAME

(MILES) NO.

TITLE SHEET

LOCATION MAP 2

NOTES & LEGENDS 3

MATERIAL &

<\-6QUANTITIES

BLANK SHEET 7

6N11 1.92 8

6N11Y 0.71 9

6N11YA 0.08 10

6N58 5.87 11-15

6N588 0.10 16

6N59 1.28 17

6N59A 0.81 18

6N64 2.00 19-21

6N64F 0.36 22

6N65 0.30 23

6N68 0.75 24

6N70Y 1.15 25-26

GENERAL TYPICALS 27-35

TOTAL

RECONSTRUCTION

MILES = 15.33

STANISLAUS NATIONAL FOREST

SHEETS

APPROVED BY ~~~~~"------

GER

\...- ,....... -.'1 ~\

I--------=::::::::::::~.It:...---I__-- 6N6~.T~--

LEGEND

SOURGRASS ROADS

CONST_TYPE

_ RECONST_REQUIRED

• RECONST_OPll0NAL

SYSTEM ROADS

y--I .. _- .. / /6N64 q.-::::=-=

I

6N58E

PRIM_MAINT

- NOT MAINTAINED

- - MAINTENANCE LVL 1

= = MAINTENANCE LVL 2

= MAINTENANCE LVL3

.. . . MAINTENANCE LVL 4

= MAINTENANCE LVL5== HIGHWAYS

HYDROLOGY

STREAM TYPE

_ .... INTERMITANT

-SEASONAL

.c== PERENNIAL

_lakes land_status class o FS - PROCLAIMED o FS - NOT PROCLAIMED o OTHER - PROCLAIMED

L:', AOTHER - NOT PROCLAIMED

o STATE PARK

0.25 0.5

Miles

GENERAL NOTES

* Unless otherwise specified, notes apply to all roads.

* Reconstruction - Only trees 10"D.B.H or larger to be cleared are indicated on the plans ~ (T or TS). Trees of smaller diameter and brush of any size shall also be cleared as SHOWN ON THE

DRAWINGS.

* Tops of cut banks are designated decking sites for unmerchantable timber. SPEC 204

* Outslope 3% unless otherwise SHOWN ON

THE DRAWINGS.

obtain min. specified width. Cut slopes shall conform to existing.

* Fill slopes are 1 1/2: 1, back slopes are 1 : 1, unless otherwise SHOWN ON THE

DRAWINGS.

* Waterbars are to be installed at the end of each operating season and at the close of sale. SPEC 303

* Reconstruction- Suitable material removed from ditches, roadbed slides and culvert catch basins shall be incorporated into the roadbed.

* Unsuitable material shall be sidecast from the roadbed.

* At intersections, the roadbed shall be graded to assure blending of two riding surfaces for a distance of 50 linear feet.

* Seed and mulch where specified in the Drawings. Seeding and mulching is incidental to other pay items.

FOREST PROJECT ROAD NUMBER SHEET NO.NOTES AND LEGEND

STANISLAUS SOURGRASS

ABBREVIATIONS

C.Y. = Cubic yard C.M.P.A. = Corrugated Metal Pipe Arch L.F. = Linear Foot AC = Asphalt Concrete C.M.P. = Corrugated Metal Pipe ~ AB = Aggregate road base

IB = Inlet Basin Exist = Existing feature

CB = Catch Basin Const = Construct or install feature

DI = Drop Inlet

ROAD

SPECIAL NOTESNUMBER

ALL Rolling dips do not intercept ditches unless otherwise noted.

ROADS

Locations of work to be done will be staked on the ground by the Forest Service.

All roads used by Purchaser during road construction shall be maintained by Purchaser.

C.M.P. lengths are approximate. payment for C.M.P. will be for the lengths necessary to complete the job.

Waterbars drawn or listed on the Drawings are in critical locations. All other waterbars shall be placed according to the typicals. Waterbars are Drivable Waterbars unless noted otherwise.

Landings are· designated as disposal sites.

Existing culverts that are to be replaced shall be removed from government land at Contractors expense.

I

Forest Service will designate borrow sites as needed.

ALL ROADS MAY HAVE MOTORCYCLE OR OHV TRAFFIC. PURCHASER IS

RESPONSIBLE FOR PLACING CONSTRUCTION SIGNS ON ROADS WHEN OPERATING

EQUIPMENT ON THIS PROJECT.

CALL DIGGS 1-800-227-2600 FOR EXCAVATION NEAR BURIED UTILITIES

I

FOREST PROJECT NAME SHEET NO.

MATERIALS LIST AND QUANTITIES

STANISLAUS SOURGRASS

ROAD DATA ............................... _

~r '1;;\#.1"'.\#'" ••u." LI"'. '" Road No. 6N11 Road No. 6N11Y Road No. 6N11YA Road No. 6N58 Road No. 6N58B

Note: Note: Note: Note: Note:

Spec No. Item Description - BASE WORK Units Quantity IRemarks Quantity Remarks Quantity Remarks Quantity Remarks Quantity Remarks Sub Total

151(01) Mobilization - Applies to Project

LS

One time cost applies to all roads

Clearing & Grubbing, Disposal of Tops and I

201(05) Limbs-CHIP, Logs-DECK, and LS I 1 1

Stumps-SCATTER.

Brushing for Sight Clearance - Disposal Method

201(04) LS 1 1

Chipping

204(20)H Drainage Excavation, Type Turnpike Section LF 1000 1000

204(20)J Drainage Excavation, Type Swale Each 1 1

204(20)K Drainage Excavation, Type Rolling Dip Each 14 14

Reconditioning of Roadbed, Roller Compaction -

- - - 303(22) Mile - -1.57 1.57

Method B

Reconditioning of Roadbed,Culvert and Ditch

303(23) Mile 4.3 4.3Cleaning and Minor Grading for Haul

Aggregate Base, Grading B, Compaction Method

301(01) Ton 500 500

D

OPTIONAL WORK

151(02) Mobilization - Applies to This Road Only LS 1 1 1 1 4

Clearing &Grubbing, Disposal of Tops and

201(05) Limbs-CHIP, Logs-DECK, and LS 1 1 1 1 4 Stumps-SCATTER.

203(04) Removal and Disposal of Culverts Each 1 1

204(20)A Drainage Excavation, Type 3' Ditch LF 40 40

204(20)B Drainage Excavation, Type Catch Basin Each 1 1

204(20)F Drainage Excavation, Type Waterbar Each 5 2 3 10

204(20)J Drainage Excavation, Type Swale Each 4 4

204(20)K Drainage Excavation, Type Rolling Dip Each 34 34

Reconditioning of Roadbed, Roller Compaction 303(22) Mile 1.92 0.71 0.08 4.3 0.1 7.11

Method B

Aggregate Base, Grading B, Compaction Method!

301(01) Ton 500 500

24-lnch Corrugated Metal Pipe, 0.064-lnch thk

602(02)C LF 30 30FE, Method B.

i

GENERAL NOTES: UNLESS OTHERWISE SPECIFIED. I

A. SECTION 100 WITH SPECIAL PROJECT SPECIFICATIONS APPLY.

B. C.Y. = CUBIC YARD, L.F. = LINEAR FEET, L.S. = LUMP SUM. IC. CUBIC YARDS COMPACTED IN PLACE.

D. A • a = ACTUAL aUANTITIES,ao . = DESIGN aUANTITIES LSa. = LUMP SUM aUANTITIES.

----------- ----------- _____ J

FOREST PROJECT NAME SHEET NO.

MATERIALS LIST AND QUANTITIES

STANISLAUS SOURGRASS

ROAD DATA

Wlr'I;;",..-'I"''''' IIVI" LI"" I ""

Road No. 6N59 Road No. 6N59A Road No. 6N64 Road No. 6N64F Road No. 6N65 Note: Note: Note:

I

Note: Note:

ISpec No. Item Description - BASE WORK Units Quantity Remarks Quantity Remarks Quantity Remarks Quantity Remarks Quantity Remarks SubTotal

I 151(01) Mobilization - Applies to Project LS One time cost applies to all roads 1

201(05) Clearing & Grubbing, Disposal of Tops and Limbs-CHIP, Logs-DECK, and Stumps-SCATTER. LS 1 1

201(06) Clearing & Grubbing, Disposal of Tops, Limbs and Stumps-SCATTER, Logs-DECK LS 1 1 2

204(20)F Drainage Excavation, Type Waterbar Each 1 1

204(20)K Drainage Excavation, Type Rolling Dip Each 22 22

204(50) Excavation Placement Method 5- Realignments LS 1 1 2

251(02) Machine Placed Keyed Riprap, 2' -4' Dia Rock w/Filled Voids

CY 40 40

253(01 ) Gabions, Galvanized - Includes 4-8" Cobble Fill CY 25 25

253(02) Reno Mattress, Galvanized - Includes 4-8" Cobble Fill CY 25 25

207(01) Earthwork Geotextiles- Cobble Fill w/Geotextile Fabric CY 40 40

301(02) Crushed Aggregate - 2"+ Ditch Rock w/Geotextile Fabric CY 25 25

303(22) Reconditioning of Roadbed, Roller Compaction - Method 8 Mile 2 0.17 2.17

602(03)A 36-lnch Metal End Section Each 1 1

18-lnch Corrugated Metal Pipe, 0.064-lnch thk FE, Method 602(02)8 LF 10 108. Extend Existing CMP.

619(02) Gate, Steel, Size 16 feet Each 1 ' 1

Drainage Excavation, Type Rocked Dip(lncludes 204(20)L 1 1

Aggregate and Geotectile Cloth) Each

OPTIONAL WORK

I 151(02) Mobilization - Applies to This Road Only LS 1 1 1

Clearing & Grubbing, Disposal of Tops and Limbs-CHIP, 201(05) LS 1 1Logs-DECK, and Stumps-SCATTER.

Clearing & Grubbing, Disposal of Tops, Limbs and 201(06) LS 1 1 1Stumps-SCATTER, Logs-DECK

204(20)F Drainage Excavation, Type Waterbar Each 7 3 4 14

204(20)J Drainage Excavation, Type Swale Each 1 1

204(20)K Drainage Excavation, Type Rolling Dip Each 5 2 2 7

204(50) Excavation Placement Method 5- Realignments LS 1 1

I 303(22) Reconditioning of Roadbed, Roller Compaction - Method 8 Mile 1.28 0.81 0.19 0.3 2.28 i

L _______________________~

FOREST PROJECT NAME SHEET NO.

MATERIALS LIST AND QUANTITIES

STANISLAUS SOURGRASS 6

ROAD DATA

____._1 _ ...... -

~r'I:"lr'I",", I IVI.. U,", I '"' Road No. 6N68 Road No. 6N70Y Road No. Road No. Road No.

Note: Note:

Note: Note: Note:

Spec No. Item Description - BASE WORK Units Quantity Remarks Quantity Remarks Quantity Remarks Quantity Remarks Quantity Remarks SubTotal

151(01) Mobilization - Applies to Project LS One time cost applies to all roads 1

204(20)H Drainage Excavation, Type Turnpike Section LF 150 150

204(50) Excavation Placement Method 5- Realignments LS 1 1

Aggregate Base, Grading B, Compaction Method 301(01) Ton 50 50

619(02) Gate, Steel, Size 16 feet Each 1 1

OPTIONAL WORK

151(02) Mobilization - Applies to This Road Only LS 1 1

Clearing & Grubbing, Disposal of Tops and

201(05) Limbs-CHIP, Logs-DECK, and LS 1 1 2 Stumps-SCATIER. 1

204(20)F Drainage Excavation, Type Waterbar Each 22 25 47

Reconditioning of Roadbed, Roller Compaction 303(22) Mile 0.75 1.15 1.9

Method B I

GENERAL NOTES: UNLESS OTHERWISE SPECIFIED.

A. SECTION 100 WITH SPECIAL PROJECT SPECIFICATIONS APPLY.

B. C.Y. = CUBIC YARD. L.F. = LINEAR FEET. L.S. = LUMP SUM.

C. CUBIC YARDS COMPACTED IN PLACE.

D. AQ. = ACTUAL QUANTITIES. DQ. = DESIGN QUANTITIES. LSQ. = LUMP SUM QUANTITIES.

CONCEPTUAL

FOREST SALE NAME ROAD NUMBER SHEET NO.

NO SCALE

STANISLAU~ SOURGRASS

NOTES (BLANK SHEET)

ROAD 6N11

MAINTAIN INSLOPE/OUTSLOPE CONFIGURATION. CLEARING NO SOURGRASS 6N11

CLEARINGS REQUIRED. MAINTAIN EXISTING DRAINAGE FEATURES.

/ - 'IIP6'~

.; '-~;.. :.11.11ALL WORK OP 10 I •• ~~ •••••••••• • • •• •

10156 .... - -. - - .....: \ EOP :I I · I

·• ·• I ••I I••

I ·• I·• ••I a 8768 I•• \~

,;>: --'v" .....,NTAIN :

us ! '-0 24~...........1I ... ,,,I •••••••••••••••••••• ...............,~. I PVT I

· J·

55491 I MAiNtAIN 18 clip

•...... co. •

II :........................•....~.......,~~

•• ·•I I• •• ·I I

••I I·•I •· I

·• I

• US fI-----.....".,=""._-----------~ • •••••••••••••••••••••••••••••••••••••

11 •••• 11 ••'."••••••11."· PVT I

us !PVT I o 500

FEET

PROJECT ROAD NUMBER SHEET NUMBER ROAD 6N11Y

RECONSTRUCT ROAD TO A MIN 12"WIDTH. OUTSLOPE ROAD 3%. SOURGRASS 6N11Y

CLEARING 16"MIN WIDTH.

ALL WORK OPldONAL 20 •••·••-=9 ~,p k..,...--------------------i'i'............• .. • .. • ..• .. • .. • .. • .. • ..• .. • .. • .. • .. • .. • .. • .. • .. • .. • .. • ..• .. • ..• .. • .. • ~ft, """"''\\: _ __~/J ~. 17 9--:;= - = = :::==.

~II; ~INTAIN

• 12 CMP

\\. ...-:.7I/! ~~:::::::==== '~r==:;;--

II • ...-:.~

I ~====~~ ~~~~ 161It • ~--- --.:;:::::::-~---:;:::::::.:;;......-o • ..-::;7 ---=-- CONST\\~ US. PVT h~7 570 WB\\~ : s 7-::::- 7 RECONST

~ • Oro~r:J-::::::--::::- 812 328 ~ • h~ .1014· CONST SWALE EXISTING~ --~~.

.::::::.~~ __ :::==:::===:::===-!-=========:;::::;~ MAINTAIN SWALE LANDING

~ ~...--:--:::::::::- ~-::;::::. • 24 CM~~~~ ~==:::==~ • P

1293 9MAINTAIN

MAINTAIN -;?-?,93286 36 CMP

18 CMP -?'CONST

WB 2896 :29 2045 933. ... ~-?'-?'

30 CONS~ EXISTING h-::? RECONST PVT ~

SWALE. I A~~I;;;;'::;:." ~~:-~~• • 1 ......1.11 ••1.".11.11.".".11." ••1••I~....1••11." • .......................... t 9 3071 ! US 9· ~ MAINTAIN 18(;MP /l

CONST 40 F1=DITCH LT ;/

3733 DRAIN TO C~P. i'

EXISTING

LANDING

•· 4t EOP · t ~ t· ~

•: /l9

• #: t -•: t t

• -::::::======O.§...N58 4

• ~ --.::::=-.:::::_ /li ~-::::- -====~

..f'·••• II II o 500 1,000

• II• II FEET

http:1.".11.11.".".11

PROJECT ROAD NUMBER SHEET NUMBER ROAD SN11YA

RECONSTRUCT ROAD TO A 12"MIN WIDTH. OUTSLOPE ROAD

SOURGRASS 6N11YA 10

3%. CLEARING 1S"MIN WIDTH.

ALL WORK OPTIONAL _~~~~?'

()O~\):.~ -:::--:::

__ ~;o..--=-

~-;:::::.~,'l

------- -====~ '\<'===-------====================- ...............•... 63

/ CONST

WB

PVT •••• I • I I • II • II ••••••••••• I • I •••••• I • I ••• I • I I • I •• I ••• i •• I • I • •••••• • I' ••• • II • • I • II .1•• 11 ••••••••••1 ••••• 1 ••••••1.1•• 11 .".11 •••••••••

US

~ 445

"'-EXISTING

LANDING

EOP

o 100 200

ROAD SN58

STA 0 TO 22733 OPTIONAL WORK -MAINTAIN INSLOPE/OUTSLOPE CONFIGURATION. SOURGRASS 6N 11

CLEARING -CLEAR ON~ INSIDE EDGE 8' FROM EDGE OF R~D. OTHE~ISE MINIMUM ~~~~~~~~~~5_8~~~~~~~~~

CLEARING IS 1S'. CONSTRUCT DIPS WHERE NOTED.

REQUIRED WORK - CLEAN ALL DITCHES, CLEAN CULVERTS AND DO MINOR GRADING

NECESSARY FOR HAUL. WHERE SHOWN IN DRAWINGS CLEAR CURVES 8' OUTSIDE EDGE FOR

SIGHT CLEARANCE

~~----------------------------------------~__~BRUSHCURVEFORSIGHTCLEARANCE

4412 -REQUIRED

MAINTAIN

4568 48 CMP

MAINTAINus 4217

LANDING MAINTAIN THE FOLLOWING APPLIES TO ALL DIPS ON 6N58:

4744 SWALE DIPS DO NOT INTERCEPT DITCH LINE MAINTAIN 4696 \

18 CMP NTAIN\ DIPS SHALL BE CONSTRUCTED TO PASS A

18 CMP \ LOWBED.

PVT

i j

5971 5213 / 3714CONST

. t:::t::: Q 2· ... MAINTA!~ _. __ == =:= ~:= == CONST DIP •. _ •• - •• - ::= :-'~~.= ::= ::= =Df8 Crtlff5-- •• -. :

•• - •• - •• - CONST ! DIP

DIP j

PVT i

3340 /

RECOr;4ST

DIP /

3003 ,/ MAINl.AIN

18 CMP 478

6682 :/

.I MAINTAIN

--PROP LINE 18 CMP

2749 (

STA 1632 TO 2262 MAINtAIN

PLACE 180 TON 3/4 AB@18 C~P

4"DEPTH, 12' WIDTH

, (OPTIONAL WORK)

RECONST

DIP

2262 -

II \ MAINTAIN

t·

18 CMP

MAINTAIN

18 CMP

o 500 1,000

SHEET 1

CONST

--I-• I-• I

US

12976 CaNST

DIP

12714

PROP LINE

CONST

DIP

SOURGRASS 6NS8

PVT •....•....•....•....•....•....•....•....•

us

9238 PROP LINE

CONST

DIP

88~ MJiNTAIN

18:GMP

CaNST

DIP

ALL WORK OPTIONAL

DIPS DO NOT INTERCEPT DITCH

MAINTAIN

18 CMP •....•....•....•

CONST

DIP

~9:I~TAIN

30 12

582g

MAINTAIN

24CMP

CONST

DIP

10790

DIP

10687

MAINTAIN

CATTLE GUARD

..• DIP"'..;,.. ...............:/~NST

o 500 1,000 ....•...

18 CMP J,

•.• 11.11."."·"·"·"

MAINTAIN

18 CMP

FEET SHEET 2

73.14

13 SOURGRASS 6N58

18287 .11 ....11.11." J~QW\

.1.~'1a ••".".II." ~~~~TAIN CONST

,_ ••••11 • •••••••11•

PVT

'. US

••11

14039•

I CONST

: 13783 DIP

I•i

MAINTAIN

18 CMP

·• I I ·• I

·• I

12870

....--MAINTAIN

..........11. 11 ... MAINTAIN

i 18 CMP

-i I

I

17300•·• CaNST

I DIP

16774

MAINTAIN•• 18 CMPI

I ·• I I

11.11 ••'.

16017

MAINTAIN

18 CMP

, 15865 't-CONST

,'..... _. DIP

18 CMP 18374 DIP

STING

8065 LANDING

CaNST

DIP

18453

REMOVE EXIST CMP

INSTALL 24"X30 CMP

W/CATCH BASIN

(OPTIONAL WORK)

BRUSH CURVE FOR

SIGHT CLEARANCE

REQUIRED

BRUSH CURVE FOR SIGHTCLEARANCE

REQUIRED

o 500 1,000

FEET

•• 18 CMP

31•• ••• SHEET 3

27538

PROP LINE

US i PVT

END AS PLACEMENT

1 27581

DIP

26762

CONST

LOD 60FT LT

27259

CONST

LOD 60FT LTSTi- CONST

".. -- ---.. ---=::-::::""":lJ::-::=i"'-;~~.... .", 26338

CONST~DIP ___

SEE TYPICALS

. --~~MAl CM I

ROAD 6N5S

STA 22733 TO EOP UNLESS NOTED OTHERWISE, ALL WORK SHOWN IS REQUIRED.

SOURGRASS 6N58

RECONSTRUCT ROAD FULL WIDTH. OUTSLOPE 3%. CLEARING -CLEAR INSIDE EDGE S"

FROM EDGE OF ROAD. CLEAR OUTSIDE EDGE 4" FROM EDGE OF ROAD.

25183"

25265 -7-~===-CONST 48 CMP ___ .......I

26186 MAINT~\. DIP /' ,24184

MAINTAIN 25951 18 CMP .", ~ ,_ jMAINTAI

18CMPjCONST ......~~ - 24757 V 18 CMP

- DIP ...... ---- ---".. IJ'I MAINTAIN ~

CONSTDIP / /

TURNPIKE STA 25648 TO 26430 /23659

PLACE 320 TON 3/4 AB /~MAINTAIN

()6~~~~:;"'-- @'4"DEPTH AND 14' WIDTH I 48 CMP

~~~ PTIONAL WOR ~23501

.....,,;;; :;;.- / CONST.....,,;;;~,.::;...-__CLEAN OUTLET DIP: - END TU ~r-:::::-~ 227331-v-........... ,...-_~______--""\

CHANNEL 60LF - .", 23300

I ~==============~~ p,ROp" LINE .:.SEGIN ,OUTSL9p'ING,3%. 22923 / ' MAINTAIN

-:;::::::~~--r ~ CLEARING'REQUIREMENT.CHANGE. MAINTAIN\ / I( 23102 18 CMP

.....,,;;;~==~;...-- : // END:OP.TIONA~WORK-=SEGIN j 8 CMP ~ "'CONST

-:::::-?' I Ii REQUIRED WORK.

DIP PVT

1~111..11 .11 .11 .11 .11.11.11.11.11.11.11.

11.11.11.11.11.11.11.11.11.11 .1STA 26430 TO STA 27430 CONST US

II. CONSTRUCT TURNPIKE - INSTALL LEAD OFF DITCHES DIP

WHERE SHOWN ON THE PLANS OR STAKED ON THE 29 PLACE 500 TON 3/4"AB GROUND. PAYMENT SHALL BE FOR ALL WORK REQUIRED TO @ 6"DEPTH, 12' WIDTH

COMPLETE. ROCK PAID SEPERATELY. SEE TYPICAL. TU:;\; 1'1 i<F SECTION 22235

MAINTAIN

48CMP 14' MIN 1

·• I CROWN RD

·• 3%

"---" --"'---,/ - --------1--------------- -~'>-..<..~J~I-----r-· ·

ORIGI~,~_ ROAD GRADE ~I

21639PVT ••

INSTALL LEAD CIII DIP DITC'TS !II LOCATIOr\S ·• 20554 STAK~D ON THE GROUN8I MAINTAIN

·• I 18 CMP

2042019342 · I

MAINTAIN CONST '-4/1"

DIP18CMP ALL WORK OPTIONAL

o 500 1,000

FEET

SHEET4

http:11.11.11.11.11.11.11.11.11.11 http:11.11.11.11.11.11.11

I\\, ROAD NUMBER SHEET NUMBER

II 6N58

1/ -: 15

,.,//19 " ~~

It ",..1)

//'" N

US

............•..Ii ..• ..·.. ----------------.

, .. \I'...............~ (0".".".".".". .............................. ~ (1-------\I __ -_~~~6N58E _~....\---------------------J

" ~\ PVT \ ~ •••" '\ • \, ~ II \ ~ US: "U

.. ,,: I 1<

" • :US I

• • I 275·· -4

" "0' , 38 '\'''' ..~ I I PROP LINE :" "'l "",'1= la ENOAB PLACEMENT ",,0 I1

,,'Ii \'1/1 27581 . ~ ....""'\ ~ " ~ \~ 2840027951 .i,\ ,,' '" I \ ,1 29137 '- ... jCON~~~~~i- CONST~:

\ 29785 . U ~ LCtST ... ... DIP DIP!

ffO '\ 30013 MAINTAIN Ii _ 01. rotl. .... --- .... --~~-~~CONST 18CMP h["'--- -~--~:,----- .. - ....." \ i , '\29282 ! \ 2884.9-./<\28598 :~,!!!#=~~~~~ ~~W;~ ~ ... ~I!f!'-- 29400 .__.~MAINTAIN -i--~P CONST MAINTAiiii36CMP' --!

'" CONST "2'rCMP--'. LINE DIP CLEAN OUTLET • ' .~"_\\~' /,_~_-.P/.. If" I HANNEL60LF :

01 / • C 1~" , 30656 /' / / /,I• - --."-----~~~~~:: _ ~ ,~,"L1('CONSJ:--- ././ : _.,-F-==~~-' I 29

___ \ jl 7' 1 -",,-:;''''' • 30 __ /_ : ~_\,,~;:,/?.... 1_...,~=--"~ / ___:::.o;:::::;:.::::~::::============- I ~~ ,.. US

N ...?

uuu _.~~~~- -=~~ . _............. t --======::::===::::::===-- f' """", ~"",__ ,~~. I'RECONST DIP ~,,*~~~""'*> _. PVT· II. II. II. II. I · .. ~ ~ ~~--"-~"3fnn~~. ~-~- - -... -~ -' .~ -=~=-

I

EOP ,*"_,,,- '....~""===--------~--""- . . ·1

(Jl_____-- • C_?~>

I1 .~~=-- -~~""'~~~~~~~~~~

•1 --==~~~~~~"

19342 1 MAINTAIN ••o 1~OO 1• ..........~5~O~O~======~~ 18 CMP

~HEET 5

1ann~ ,-"'. -.

PROJECT ROAD NUMBER SHEET NUMBER ROAD SN58B

RECONSTRUCT ROAD TO 121 WIDTH. OUTS LOPE ROAD 3%.

SOURGRASS 6N588 16

CLEARING 1SI MIN WIDTH.

ALL WORK OPTIONAL

20 539

CONST

I~~NAROUND

,,1$ f am

••• II •••••••1'. _•• _•••••••••••- ••- •••~ ~ ••••••- ••• II••• - ••• • • • • • - ••••••••••• - ••• • • - •••••••• - II - • • - • •••• - •

•• II - II. II. II. II. II. II. II - II. II. II. 441 PVTIII

·''-CONST

\\ WB

lI'

--__ - oc.N58~::::::::-::::::::-':;:::;' ~_- ~~~ u~~

.f'

187 ~

RECO~T

BE~ CLEARING

b~

29 '/

148 MAINTAIN

MAINTAIN VALLEY DITCH

METAL GATE ACROSS INTERSECTION

~=---=r--/ .,/ --- I!

I!

I!

AI!

:::1/ c::51!

I!

I!

I!

I!

II

ROAD 6N59

STA 0 TO 4434 PROTECT BURIED UTILITIES - CALL USA DIGS.

MAINTAIN INSLOPE/OUTSLOPE CONFIGURATION, CLEARING 16 ' MIN.

STA 4434 TO EOP RECONSTRUCT ROAD TO 12' WIDTH, OUTSLOPE

ROAD 3%.

ALL WORK OPTIONAL

••••· I I

• us i

/1 :

tI I tI:~.coI»

,~~ j ~~ 8

PVT

~"- h-::7· --= === iii- iFi"i1IiI ............ -------, ••••••••••••••••••••••••••••••••••• TI

MAINTAIN

32 SWALE

MAINTAIN

DIP

MAINTAIN

18CMP

UTILITY POLES

PROTECT

DIP

I ·•

'I i j

6N59

""" tt"~=::~~""-

I I I

I I j

I _~• •••• 11 ••••••••••••••••1 ••1 •••••••••••••

\ : ( 33

\ i \ \. : \"\ I

\. i i \'C i " j.\ :

i \( ! i.

o 500 1,000

~~:=;:;;:;;;,r............ •

ROAD 6N59A - PROJECT ROAD NUMBER SHEET NUMBER •RECONSTRUCT ROAD TO 12" MIN WIDTH. OUTSLOPE ROAD 3% . - SOURGRASS 6N59A 18CLEARING 16 • MIN. LIGHT CLEARING - LOP AND SCATTER SLASH. •-•·•ALL WORK OPTIONAL EXCEPT WHERE NOTED

EXISTING

LANDING

EOP

40 0 M

II. II. II. II.

o

MAINTAIN

24 CMP 4046

INTAIN

CMP

MAINTAIN

SWALE

RECONST

DIP

II. II. II. II. II. II. II. II. II.-

100 200 300 400 500

FEET

·1172

MAINTAIN

1240 18 CMP

PROP LINE

EXIST LANDING

MAINTAIN

DIP

; 925 \.

RECONST

DIP 971

MAINTAIN

24CMP

CONST 521

DIP CONST

. : MAINTAlf\J

\. WB 255

DIP

! 18 CMP ...

\. EXISTING

\LANDING

CONST

CONST

MAINTAIN

DIP

WB

--US. PVT

PROJECT ROAD NUMBER SHEET NUMBER ROAD 6N64

MAINTAIN INSLOPE/OUTSLOPE CONFIGURATION UNLESS SHOWN OTHERWISE.

SOURGRASS 6N64 19CLEARING -CLEAR INSIDE EDGE 8' FROM EDGE OF ROAD. WHEN SHOWN IN THE 18

D~INGS CLEAR 8' OUTSIDE EDGE FOR SIGHT CLEARANCE. OTHE~ISEL~~~~~~~~~~'t'~~~~~~~~~~~~~l

MINIMUM CLEARING IS 16'

5421 /

\ /5358 ", LOW WATER CROSSING SHALL BE CONSTRUCTED WHEN '. " EXISTING ' ...

\. "- .... _ ... ~// , STA 4873 TO 5300' .,

GRADE AND SHAPE CROSSING GRADE TO \. - ............ ~ .., * ,- OUTSLOPE ROAD 3% \,

) " '. ", g~NS1") ~8XI~TAIN \\

ALL WORK REQUIRED !/ 3729 4145 / 36 CMP I • ...'...... II

/3381 CONST MAINTAIN • \

/ -MAINTAIN~IP ~4 CMP BRUSH CURVE FOR - _. \,

SIGHT CLEARANCE

18 CMP , - 4221 • \

••• I •••1. I ••••• 3289 ] CONST :! '\.,

CONST---. 3888 DIP ....• 2984 DIP I MAINTAIN sQ(JTli FQRK MOKEl,UMlvE.B!VER/

- 1927 DIP SIGHT CLEARANCE

• '" ! PVT~ US ...... ....--- r-:11. ' \

.................. II·TLl::I,j - L708 '!'II. II. MAINTAIN i MAINTAIN ••

PVT 18 CMP \ 18 CMP I

\ 61 m- \ ~ 0') •a;1 c9 -.,-

•(0 •-•- ••• !.•..•1 •••1 .1•••1 ••••1 •••••• 1 ••1 .1•••••

00..''\0 -------:;::::.-:;::::;.0 500 1,000 •

•• \"I~----~ ~-::::::;:.;;-yO-

,pFEE - /j

PROJECT ROAD NUMBER SHEET NUMBER ROAD 6N64

STA 5600 TO EOP RECONSTRUCT ROAD 14' MIN WIDTH. OUTSLOPE SOURGRASS 6N64 20

ROAD 3%. CLEARING - CLEAR OUTSIDE EDGE 3' FROM EDGE OF ROAD

MINIMUM CLEARING IS 16'

ALL WORK REQUIRED

- I - - ••• " ." ......- -/: /.........•..•

• ••• ••• :, ............... i

J i18 i 13 t, !

10133 8773 i INSTALL - .LCONST - 84E>2--.. 8158 - \.

: METAL GATE 8986 DIP MAINT'V\EXISTING 36 CMP \

I 9917 /18 CMPj INSTALL 36" METAL END SECTION \"MAINT ';;j--- _

'-- : /CONST 24CMP - '" ~. \

10143 • ...... DIP ~76"7 '-"., / ~

PROP LINE 6N64 8052 .: / \ . 7772 \IV '

9966 i ......1...... 9147 CON&,. ' •. /MAINTl--,.., MAINT. 9641 CONST DIP! Y 18 CMP

18 CMF! CONST 9481 DIP f \ i DIP CONST \-\ I5421 /....::;-::::

...::.:;::::::=~:::::r'"PVT i US DIP \ \ ,....::-:;:::...... :TEMP LOW XING X ~:::""-::-...... i............t!' \. \ r_";i. // :SEE TYP.\. 7350 ~// '

\. VCONST ~/' !

//\. 1 DIP 'I

5606 q 5358 \ ...., \ 6472 CONST\ i' IA.RCH PIPE 9X16

DIP .,It ~V\1ATER SOURC\ \ MAINT \- 6291

\.) 18 CMP LCONST

7060, / ..... '" DIP , (Q~(Qf7Oj()"\.... /

CONST \_

DIP \. - '"",, / I' \19

\. 6844 6053 ~ - \ \

\ MAINT _ CONST/ \... 18 CMP' 'DIP - \ 5868' I

,,".",-/\ EXISTING LANDING

! USE AS DISPOSAL OF

i . / /EXCAVATED MATERIAL

J I o 500 1,000 I

FEET ~---_ i SHEET 2 " ---' I

APPROXI5IICY

4 TO S' COBBLE

FORGABIONS. ROAD ~AY = 14' ~:;~ATTRESS

3X3GABION

BASKH .------11.0'------...--£.0'---+

~.O'-

LfNGTH OF CABIONS AND FILL AREA WITH COBBLE.

BLANKETS ARE AT THE ENCASE WITH 12 OZ.

PURCHASERS OPTION 31.0- NON-WOIIbN GEOTEXflLE

(6', 9'OR 12'). FIIBRIC. APPROX40CY

CONSTRUCT WITH l' SAG FOR

LOWPOINT

CRUSf-ED ROCK DEPTH

VARIES; 12" MAX TO 4' MIN

APPROX25CY

...I I-

TEMP XINC:

VERTICLE

CURVE

r- 5110R600'r3 ,0 ---- ---- ---- ---- ---- - 5100~ - --- ~ - 5090-, ~

I!; - 5080 ~o

'" I- 5070 r- 5060

DATUM 5050

ill ru 00 (") 0'1 (") "<t 0- 0'1 "<t C1'00 0 ru

00 ~lf> ~o \Q 1':0 "n_ 1n Ir,o -In ~o ~Lf) ~o LQ ~o qo LQ n

!"lln ~_o ~~ §g~-If) ~o CD Lf)D 0'1 In ()\"<t O'IcYl

Olnolnfilln If) III

CURVE

REM

1-24",3-1

REMOVE E ROCKS

CONST

WB

i

REMOVE

18" TIS RT

18"T/S RT :

ROAD 6N64F

STA 0 TO 900 RECONSTRUCT ROAD TO 12' MIN WIDTH. OUTSLOPE ROAD 3%. CLEARING SOURGRASS 6N64F

- REMOVE TREES AND STUMPS FOR CURVE WIDENING - SCATTER STUMPS, TREAT

SLASH IN UNIT, MINIMUM CLEARING IS 16'.

STA 900 TO EOP WORK OPTIONAL

UNO

CONST ROCKED DIP

24 TON 2-4'~CLEAN CRUSHED-ROCK. PLACE

L_-------50'X15' 12 OZ GEOTEXTILE FABRIC.

GRADE APPROACH FOR CHIP VAN HAUL

793CURVE WIDEN ING

RT 15 REMOVE

35" TIS RT

REMOVE· -',lIiiiooo

18"T/S RT""~ .

r 483

~ 380 REMOVE

I "CONST

CURVE\li7iiA"rll~~=Fk--/ WB

I REMOVE 24 "TIS RT

126 I

END INTERSECTION I

REALIGNMENT

II

If ~

IJ ~

II ~

II TRUCK TURN AROUND

/j

CLEAR OF BRUSH AND DEBRIS

\I

\I

\\g

1/

1/

IJ

o 0.1

.p ~

~ Miles#

IGN INTERSECTION.

MOVE 1-32, 3-18", 5-12" TIS

BLEND GRADE INTO 6N64.

SPREAD EXCAVATED MATERIAL

ON ROAD AND COMPACT. 19

MAINTAIN

36CMP

MAINTAIN

12CMP

MAINTAIN

12CMP PVT

MAINTAIN

SWALE "i\O,~,,;~¥f!lri ..,..

MAINTAIN

24CMP

CONST

DIP

I ·• I

PVT! US · I

I ·• I ·• I I I •· I

1----------------;.' •••••••••••• 1 •••••• 1 .11.11.11 ••1.11.11.11.11.11.11.11.11 • 11 .1••11.11.11.11:~I. us

PROJECT ROAD NUMBER SHEET NUMBERROAD6N65

RECONSTRUCT ROAD TO 121 MIN WIDTH. OUTSLOPE ROAD 3%.

SOURGRASS 6N65

CLEARING 161MIN WIDTH. LOP AND SCATTER SLASH.

ALL WORK OPTIONAL

24 1599

I .~ :':111l)1 I~ cotil ~jl'

• ,<""I ' i ~

RECONST

SWALE

- 19

EOP

PVTIUS••

I o

PROJECT ROAD NUMBER SHEET NUMBER ROAD6N68

RECONSTRUCT ROAD TO 12' MIN WIDTH.

SOURGRASS 6N68 24

OUTSLOPE ROAD 3%. CLEARING 16'MIN WIDTH.

PLACE WATERBARS AT THE "i

:/FOLLOWING LOCATIONS OR AS

STAKED ON THE GROUND BY THE CO. /

STATION CONDITION FEATURE ,/

63 CONST WB ./

140 CONST WB I ............................ 225 CONST WB

357 CONST WB

453 CONST WB ,./

592 CONST WB

698 CONST WB

\18788 CONST WB

1071 CONST WB

1162 CONST WB

1339 CONST WB

1405 CONST WB

1-533 CONST WB

1807 CONST WB

1928 CONST WB

./ 2044 CONST WB

/ 2139 CONST WB

I 2293 CONST WB

i 2706 CONST WB

/ 3484 CONST WB

3664 CONST WB/

/ 3905 CONST WB

ALL WOR~OPTIONAL

I I · · I I

MAINTAIN

METAL GATE

/ : "g

/ I . \\~ US

i ___--.i-/-/---------------=•..• .~t ..................• ,985 / ~f PVT

.I,.. /~.IV;'~8A6NJ~IN I

1\ i IIII'i' /c :

.I 20

TURNAR

I i o 500

FEET

I

CONST

EOP

1,000

EXCEPT

o

MAINTAIN

18CMP

CONST

BEGIN TURNPIKE

REPLACE

VALLEY DRAIN

AFTER HAUL

STA50TO 150 ___

CONSTRUCT TURNPIKE

SEE TYP.

(REQUIRED)

CONST

WB

976 ••

MAINTAIN I

24CMP •

I I I

MAINTAIN

PROP LINE

MAINTAIN

LANDING

PVTi US I I I r-141 MIN---j

! CROWN RD II

I 3% I

- -~/ -----ORIG~N-A~ RtAc--GF;AD-E------ ----TC/

\ UTII_:Zf fXCI\VATED j

STA OTO EOP

INSTALL DRIVABLE

WATERBARS

1602 ""

~ MATFRIAI_ IN ROAIJWAY~

INSTAU_ I_tAD OFF DITCHES A i LOCATIONS SlAKED ON lHE CROUND

'" ~Q~~;r.11 .11.11.11 ;;"1 .11.11.11.11.11.11.11.11.11.11.11.11.11.

WB ..,~

CONST

WB

MAINTAIN

18CMP

MAINTAIN 18

CLEAN INLET CHAN

30 LF

CONST

WB

ROAD 6N70Y

RECONSTRUCT ROAD TO A 12' MIN WIDTH. OUTSLOPE ROAD 3%. SOURGRASS 6N70Y 25

CLEARING 16'MIN WIDTH.

PLACE 75 TON AB ALL WORK OPTION @ 6"DEPTH 12'WIDTH

TJRr\PIKE SEC rieNWHERE NOTED OTHE WISE

I

I

I 0 500 1,000

·• SHEET 1 I FEET

3904 PROP LI N E

CONST

PVT WB

CONST 5365

PROP

LINE

II ~~.II.II _.C;~N~l

WB

PVT iUS

SOURGRASS 6N70Y

EXISTIN

LANDIN

ALL WORK OPTIONAL EXCEPT

WHERE NOTED

US

MAINTAIN

24CMP

EOP

'5641

PROP LINE

CONST

WB 5008

CONST

WB

II- :2//

~II

CII

1/

II0 500 1,000 , =!I

FEET S 2

CONCEPTUAL

FOREST SAlE NAME ROAD NUMBER SHEET NO.

NO SCALE

STANISLAU SOURGRASS All Roads

~-- WIDTH-....-.I

VARIES

CLEARING

HEIGHT

(14 ft.)

BACKSLOPE -~...

CLEAN DITCH AND INLET

CLEAN OU TLET

CLEARING NOTES:

1. Clearing slash disposal methods shall be designated in the Schedule of Items or Shown On The Drawings.

2. Hazard trees will be marked by Forest Service prior to falling operations.

Treatment of logs and limbs shall be treated as specified in the Specifications.

3. Clearing slash disposal sites shall be designated on the plans or the ground by the Forest Service.

4. Clear small trees «10"dbh) and brush from all existing ditches, catch basins and inlet basins.

5. Clear small trees «10"dbh) and brush above all CMP inlets greater than 24" (>24") for a distance of 10 linear feet either side of CMP.

6. Side cast all masticated material onto fill slopes. Remove masticated material from all drainage inlets and ditches.

7. Where 'TREAT WITHIN UNITS" is specified, scatter slash within adjacent units. Slash treatment will then be treated with that specified for unit.

ROAD RECONSTRUCTION DETAILS #

.----CLEARING LlMITS---i

BRUSH CMP INLETS .,..-....~... FOR SIGHT CLEARANCE

RECONDITIONING OF ROADBED:

1. Outslope road bed 3% whenever possible. Remove all outside berms.

When this is impractical relieve berm every 50 linear feet.

2. Clean inlets and outlets of all existing metal pipes.

3. Clean and reshape all existing road ditches, leadoff ditches, dips, and waterbars to the lines specified in the typicals.

4. When 'Maintain Inslope/Outslope Configuration' is specified, reshape road bed to the existing width and inslope/outslope configuration (MEIOC).

5. Drain all low points, ponds, swales.

6. Construction of lead-off ditches are incidental to road work or other pay items.

NO SCALE

ROADWAY DITCH

TYP 3' DITCH

1------ 3'-------I

GENERAL NOTES:

1. WHEN POSSIBLE, UTILIZE SUITABLE EXCAVATED

MATERIAL IN ROADBED.

ROADWAY DITCH

TYP 4' DITCH

I- 4'------1·1

GENERAL NOTES:

1. WHEN POSSIBLE, UTILIZE SUITABLE EXCAVATED

MATERIAL IN ROADBED.

FOREST SALE NAME ROAD NUMBER SHEET NO.

STANISLAU SOURGRASS All Roads

Purchaser shall construct Lead Off Ditches as need to ensure proper drainage of Swale. Lead-Off Ditches are

GRADED SWALE incidental to the construction of Swale - construction.

GRADE

25' 25'T

LEAD OFF DITCH

1. LEAD OFF DITCH BOTTOM SHALL BE SLOPED

TO PROVIDE PROPER DRAINAGE.

VARIES

t '--NOTED ON DRAWINn.---tl-I

ROADWAY

CULVERT

DITCH BOTTOM

Lead-Off Ditches are considered incidental to other Pay Items and will not be measured of paid for seperately.

OUTLET DIP ON LOWEST HEIGHT FILL SLOPE

Purchaser shall construct Lead Off Ditches as needed to ensure proper drainage of Dips. Lead-Off Ditches are incidental to. the construction of Dip construction.

3: 1 MAX FOR VEHICLE CROSSING.

15'---\

\ SLOPE

FOREST SALE NAME ROAD NUMBER SHEET NO.

NO SCALE

SOURGRASS All Roads 29WATERBAR

NOTES: WATERBARS

FOR HIGH CLEARANCE VEHICLES

1. ALL WATER BARS SHALL BEGIN AT THE

INTERSECTION OF THE ROAD BED WITH THE BACK

SLOPE AND RUN ACROSS THE ENTIRE WIDTH OF

THE ROAD BE~

2. ALL WATER BARS SHALL HAVE FREE FLOWING

OUTLETS. CONSTRUCTION OF LEAD-OFF DITCHES

ARE INCIDENTAL TO WATER BAR CONSTRUCTION

3. WHEN LOCATION STAKES ARE USED, THEY

DESIGNATE THE OUTLET LOCATION.

NON - DRIVABLE WATERBARS

20' I / BEGIN CUT

END CUT

V t' -~~,r-~18~"

~.. ==:--=-.....:...!-.... ROAD GRADE~ '-~

\ t ROLLING DIP DETAILNOTES: SECTION

1. THE DESIGN VEHICLE OR CRITICAL VEHICLE

FOR THIS DIP DESIGN IS A MODEL 62 FIRE

ENGINE.

2. ENTIRE LENGTH OF DIP SHALL BE

OUTSLOPED 5% TO 7%.

3. ROLLING DIP STATIONS ARE APPROXIMATE.

LOCATIONS OF THE DIPS WILL BE STAKED ON

THE GROUND AT THE LOW POINT OF THE DIP

BY THE FOREST SERVICE BEFORE

CONSTRUCTION.

DIFF. IN ELEV.ORIGINAL ROAD GRADIENT BOTTOM TO

GRADIENT A TOP OF DIP

0 % - 10 ro-/- 4 % +.80'

10 % - 20 %- 4 % -.80'

CONCEPTUAL

FOREST SALE NAME ROAD NUMBER SHEET NO.

NO SCALE

I~·---------c--------~-

STANISLAU SOURGRASS All Roads 30

~-r-----------D--------~~~------ E-------.~I

INTERSECTION

4 A 8 C D E F G H J K L M N P

30° 2.00 W 3.7 81.6 56.0 - 13.1 35.0 74.7 4.0 56.0 - 200.0 15.0 56.0 + 0.87 W

45° 1.41 W 21.2 69.0 60.4 - 11.0 25.0 63.2 6.2 60.4 - 120.0 25.0 60.4 + 0.50 W

60° 1.16 W 36.6 65.8 60.0 55.5 10.5 20.0 68.4 12.5 70.4 8.9 100.0 35.0 70.4 + 0.29 W

90° 1.00 W 25.3 54.7 25.3 54.7 8.8 - 38.4 - 38.4 8.8 30.0 30.0 38.4

TYPE T X*L _____ IS 25 75

IL 50 100

2S 25 75

T 2L 50 100 t I~--+-."-:-I'~===-X-=---=------i--:""Ir--~-- I. T I. X-----t'1-,-TJTURNOUT TYPE 1

• UNLESS OTHERWISE

S OR L SHOWN ON PLANS

TURNOUT TYPE 2

S OR L

FOREST SALE NAME ROAD NUMBER SHEET NO.

NO SCALE

STANISLAUS SOURGRASS All Roads

DRAINAGE CONSTRUCTION DETAILS

SKEW DIAGRAM

DO NOT RAISE OUTLET

<t ABOVE ORIGINAL GROUND

B.O.P. -L~r-\---l.--I-'-+-I~ E.O.P.OR STREAM BED .A,4!l2.....--

NOTE: SKEW ANGLE WILL BE SHOWN~llk ON THE PLANS.

BOTTOM WIDTH MAY VARY WHEN

CATCH BASIN IS CONSTRUCTED CATCH BASIN

IN NATURAL DRAINAGE.

AND 18 INCHES BELOW SUBGRADE FOR UNSURFACED.

METHOD OF BACKFILLING PIPE

OUTLET DITCH

SECTION A-A

1.S·1 c..'\

TOP OF CUT

INLET BASIN

RIPRAP IF REQUI ED

l' DEEP AND 18 HIGH

ON SLOPES.

TOP OF CUT

RIPRAP IF REQUII3ED G

1 DEEP AND 18 HI H

ON SLOPES.

MATERIAL TO BE 'j ~ CULVERT

DEPOSITED IN BOTH DIAMETER .

SIDESOF DITCH ~

U

30"

MINIMUM

.-..-- 36" MIN. -_-1

BARRIER

ROCK

111111 =11111 11111= II iiiii iiiii -

BURY

CONCEPTUAL

FOREST SALE NAME ROAD NUMBER SHEET NO.

NO SCALf STANISLAU SOURGRASS All Roads 32

EARTH AND LOG BARRICADE DETAIL

VARIABLE ROAD GRADEl

~8' MIN.

12' MAX. "I 4' MIN.

t

4' MIN.

t I

~8' MIN.

12' MAX.

--!!CAV~

ook----+_ 4' MIN.

t

4' MIN.

ROCK BARRIER t

PROFILE VIEW

ROCK TO GREATEST

HORIZONTAL DIMENSION

DEFINE MAIN ROAD TO BE CONSTRUCTED

NOTES

NOTES (1) PLACE 20" X 12' LOG IN EMBANKMENT AND COVER

WITH AT LEAST ONE FOOT OF EMBANKMENT MATERIAL.

(1) BARRIER ROCKS SHALL BE A MINIMUM SIZE OF 30" X 36". BOULDERS MAY BE USED IN LIEU OF LOGS WITH WRITTEN

NO LOCAL GOVERNMENT SOURCE IS AVAILABLE. APPROVAL BY THE ENGINEER.

(2) DISTURBED EARTH BECAUSE OF INSTALLATION OF ROCK (2) ROAD BARRICADES SHALL BE CONSTRUCTED AT BARRIER SHALL BE BLENDED INTO THE SURROUNDING GROUND. LOCATIONS STAKED BY THE ENGINEER.

(3) WHEN LOCATION STAKES ARE USED, THEY DESIGNATE THE

(3) DRAWINGS NOT TO SCALE.CENTER OF ROCK BARRIER.

WHEN SPECIFIED, CROSS DITCH TO

~--------------------------------16'--------------------------------~

6'-6'

- -DIA. PIPE

3·.lJ" 2'·11' 2'·9"

3'-6"

.------ 4' DIA. PIPE

6- DIA. PIPE

TRAVELED WAY

CONCEPTUAL

FOREST SALE NAME ROAD NUMBER SHEET NO.

NO SCALE STEEL SINGLE LANE

STANISLAU SOURGRASS All Roads 33

ROAD CLOSURE GATE

,,---~!EE GATE LOCK lYPICALS

GATE LOCK TYPICALS

2'·9'

3'-6"

• DIA. BOLT ASTM A325

LOCK BOLT

3'.()" '--- 3'-()" MANUfACTURE

3 - STEEl LOCK

NOTES BOLTS

1. PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53 GRADE B.

2. PIPE SIZES SHOWN ARE FOR STANDARD WEIGHT BLACK IRON PIPE (SCH.40).

3. GATES SHALL RECEIVE ONE COAT OF ZINC-RICH PRIMER, ORGANIC VEHICLE lYPE

AND ONE COAT OF VINYL GREEN (91-2.15). SURFACE PREPARATION AND PRIMING

SHALL BE AS RECOMMENDED BY THE PAINT MANUFACTURE.

4. CONCRETE SHALL BE IN ACCORDANCE WITH SPECIFICATION 602 - METHOD C.

5. OVER EXCAVATED POST HOLES SHALL BE FILLED WITH CONCRETE.

6. ROAD CLOSURE SIGN AND REFLECTIVE MARKERS SHALL BE INSTALLED BY CONTRACTOR.

7. CONTRACTOR SHALL FURNISH TO THE FOREST SERVICE ONE COMPLETE LOCK BAR SET

AND TWO LOCK BOLTS FOR EACH GATE INSTALLATION.

LOCK BAR SET

S. GATE AND LOCKING MECHANISM SHALL BE INSPECTED BY THE FOREST SERVICE PRIOR TO GATE

INSTALLATION. Manufacture 3 curved lockbars and 2 straight

9. LOCATION OF GATES WILL BE LOCATED ON THE GROUND BY THE FOREST SERVICE. LAYOUT OF THE lockbars from 1/4" steel.

GATE POSTS SHALL BE THE CONTRACTORS RESPONSIBILIlY.

10ROAD CLOSED SIGN SHALL MEET MUTCD REQUIREMENTS FOR

TYPE R1'-2. (1 REQUIRED,)

11 BARRICADE MARKERS SHALL MEET MUTCD REQUIREMENTS FOR

TYPE 1. COLOR - BLACK at WHITE, (2 REQUIRED.)

12DBJECT MARKERS SHALL MEET MUTCD REQUIREMENTS FOR

TYPE 2. (6 REQUIRED.)

GATE.DWG

~REST POSTS

INSTALL FOR OPEN

AND CLOSED OSITION

__, ... " ...., ,un..

FOREST SALE NAME ROAD NUMBER SHEET NO.

NO SCALE

STANISLAUS SOURGRASS All Roads

TRAFFIC CONTROL DEVICES

GENERAL NOTES

1. DESIGNS FOR SIGNS AND BARRICADES SHOWN ABOVE ARE IN ACCORDANCE WITH M5-7

MINIMUM STANDARDS IN THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

FOR STREETS AND HIGHWAYS" LATEST EDITION.

2. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE

WITH ALL STATE AND FEDERAL SPEC.

3. SIGNS MAY BE MADE OF WOOD OR METAL WOOD -5/8" PLYWOOD MANUFACTURED

WITH ALL SPECIAL WATERPROOF GLUE. METAL SIGNS-16 GAUGE SHEET STOCK

WITH EMBOSSED OR VITRIFIED FINISH. WHEN EMBOSSED THE DETAILS OF THE

DESIGN ARE RAISED FROM THE BACKGROUND OF THE DESIGN NOT LESS THAN

.100" NOR MORE THAN .125". A CARDBOARD SIGN MAY BE USED IF APPROVED

BY THE ENGINEER.

4. REGULATORY SIGNS SHALL BE RECTANGULAR IN SHAPE WITH THE LARGER

DIMENSION VERTICAL AND HAVE BLACK AND WHITE LEGEND OR BACKGROUND.

ALL REGULATORY SIGNS UNLESS DEFINITELY EXCEPTED IN THE SPECIFICATIONS.

SHALL BE REFLECTORIZED OR ILLUMINATED.

5. ALL SIGNS. UNLESS DEFINITELY EXCEPTED IN THE SPECIFICATIONS. SHALL BE

DIAMOND SHAPED (SQUARE WITH ON DIAGONAL VERTICAL) AND SHALL HAVE A

HIGHWAY ORANGE BACKGROUND WITH A BLACK LEGEND. ALL WARNING SIGNS

HAVING SIGNIFICANCE DURING THE HOURS OF DARK SHALL BE REFLECTORIZED OR

ILLUMINATED.

6. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOSL Y VISIBLE DAY AND

NIGHT ON THE RIGHT HAND SIDE OF APPROACHING TRAFFIC. THEY SHALL BE

FACING TRAFFIC AND LOCATED WHERE THEY CAN BE SEEN AT ALL TIMES BY 3' TO 3 1/2'

APPROACHING DRIVERS WITH A MINIMUM OF EFFORT.

7. WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD. IT SHALL BE FASTENED

TO 4 X 4 POSTS WITH 2. 3/S" CARRIAGE BOLTS. PORTABLE SUPPORTS ARE

PERMITTED FOR SHORT PERIODS PROVIDED THE CONSTRUCTION IS SUCH THAT

I 'it>

TYPE 111 BARRICADE

TYPE or

SUPPORT

VARIES

WIND OR OTHER AGENTS CANNOT READILY UPSET THE SIGN. TYPE 11S. SIGN M4-10R SHALL BE ERRECTED AT THE BEGINNING OF DETOURS. ALONG

DETOURS AT 1/4 MILE· INTERVALS AND AT ROAD JUNCTIONS ALONG DETOURS IN

A GREATLY ENLARGED SIZE IN THIS SIGN IS PRESCRIBED FOR USE ON

BARRICADES IN THE ROADWAY WHERE A ROAD IS CLOSED FOR CONSTRUCTION OR TYPE

MAJOR MAINTENANCE OPERATIONS.

WIDTH or RAIL9. SIGN W20-1 SHALL BE ERRECTED 1500' FROM EACH END OF CONSTRUCTION LENGTH or RAILOPERATIONS.

10. SIGN W21 -3 AND W11-1 SHALL BE ERRECTED AT EACH END OF AREAS WHERE WIDTH or STRIPES

HEAVY EQUIPMENT IS IN OPERATION AND SHALL BE REPEATED EVERY 1/2 MILE. HEIGHT

IF THE OPERATION EXTENDS OVER ONE MILE. TYPE or FRAME

11. OTHER SIGNS SHOWN ABOVE SHALL BE USED AS INDICATED BY THEIR DESIGN. FLEXIBILITY

12. IF OTHER SIGNS NOT SHOWN ARE REQUIRED THEY SHALL ALSO CONFORM IN

DESIGN TO THOSE SHOWN IN THE MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES.

13. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF

THE ENGINEER.

14. LIGHTING DEVICES SUCH AS FLASHERS. TORCHES. LANTERNS. AND ELECTRIC

LIGHTS SHALL BE PLACED AND MAINTAINED FROM SUNSET TO SUNRISE AT ALL

POINTS OF HAZARD AND AT ALL SIGNS INDICATING CAUTION.

15. SIGNS TO BE INSTALLED ON ALL HAUL ROADS AND CONSTRUCTION SITES TO

PROVIDE ADEQUATE WARNING TO ALL USERS.

BARRICADE 1YPE 1 BARRICADE

1 11 111

8' WIN-12' WAX. 8' W...,-12· WAX. 8' WIN-12' WAX.

S'-8' 3' WIN.-4' WAX. 3' WIN.-VARIABLE WAX.

6 IN. 6 IN. S IN.

3 FT. WIN. 3' WIN.-3 1/2' WAX. ~ FT. WIN.

W:~~¥If~ LIGHT '.' FRAME

POST OR SKIDS

ESSENTIALLY MOVABLE PORTABLE ESSENTIALLY PERUANENT

SHEET 1 OF 2

oETO UR_""r-

I FOREST SALE NAME ROAD NUMBER SHEET NO.

NO SCALE TRAFFIC CONTROL DEVICES

SPECIFICATION 88-TRAFFIC CONTROL SIGNS: PERMANENT DEVICES IN ACCORDANCE WITH DRAWINGS; SOURGRASS All Roads 35 FOREST SERVICE FURNISHES MATERIALS. i..-__L...--_____L...--_____.l.-_-=..:::__--f

C6.33 OR CT6.33 - SAFETY: TEMPORARY DEVICES APPLICABLE TO AGREEMENT ON SPECIFIC

TRAFFIC CONTROL PLANS FOR INDIVIDUAL PROJECTS SUCH AS LOG HAUL ON SINGLE LANE ROADS, ROAD CONSTRUCTION, ROADSIDE FALLING, SKIDDING, OR LOADING OPERATIONS, ETC. PURCHASER

FURNISHES MATERIALS.

7·

1----- 24· -----t II--.-- 48· ---I S·_

T J 1/2·t=~.~

AH EAD -r-~S·_ 7"

24·DETOUR 1 ...

M4-8 M4-10R W1-6 W20-1 W20-2d 24· X 12· 24· X 9·

4S· X 24· 48· X 48· 48· X 48"

5· SERIES B LETTERING RIGHT OR LEFT

J. SERIES D LETTERING BLACK MRfNI RIGHT OR LEFT. 7" SERIES C LETTERING 8· SERIES C LETTERING

5· 4· 5· 4·5· 5·

6·

5·STOP 5·

4· ROUGHJ 1/2·

J 1/4·

6· 4·

5·AHEAD

5· ROAD

W21-3

J6. X J6.W20-2c

5· SERIES D LETTERING

48· X 48· ff' SERIES C LETTERING

W3-1 W5-2 W8-6 W20-2d30· X 30· J6. X J6. 3D" X 30·

6· SERIES D lETTERING 5· SERIES D LETTERING 5· SERIES D lETTERING s· J.

5·

5· 5' TO ' 5·

5· ~~...:..J 11/111· -+-~...:..J1/4· 5· 5·

5·

--r----t-=-J1/4·

5'

W21-2 24· X 24·

5· SERIES C LETTERING

2' 6·W8-7 W21-1 W11-1 o 0____---+30· X 30· 30· X 30· 3D" X 30·

POST SHALL BE DOUGLAS FIR, TREATED FOR GROUND CONTACT, .4OPCF,

5· SERIES D LETTERING 5· SERIES C LEnERtNG 5· SERIES D L.ETTERN; AUMONIACAL COPPER ZINC ARSENATE (ACZA)

SHEET 2 OF 2