5. Castle Fire Roads Rehab Project - Drawings.pdf

TULARE CO.

INYO CO.

TULARE CO.

FRESNO CO.

KERN CO.

TULARE CO.

KERNVILLE

BAKERSFIELD

LAKE ISABELLA

22S05

KERN RIVER

M99

M56

JOHNSONDALE

HUME LAKE

BLACKROCKSPRINGVILLE

SACRAMENTO

SAN

FRANCISCO

PORTERVILLE

FRESNO

BAKERSFIELD

ANGELESLOS

N

STATE OF CALIFORNIA

SEQUOIA NATIONAL FOREST

OREGON

NEVADA

AR

IZ

O N

A

MEXICO

PACIFIC OCEAN

22S05 22S05

FOREST SUPERVISOR

REVIEWED

DESIGNER

E.R / C.O.R.

DATE

DATE

SEQUOIA NATIONAL FOREST

PRIVATE LAND WITHIN N.F.

U.S. HIGHWAY

STATE HIGHWAY

COUNTY ROAD

FOREST ROAD

PRIMARY PAVED ROAD/ROUTE

FOREST PAVED ROAD

NATIVE SURFACE ROAD

NATIONAL FOREST BOUNDARY

FOREST ENGINEER

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE-REGION FIVE

SEQUOIA NATIONAL FOREST

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INDEX TO SHEETS

NO. DESCRIPTION

TITLE SHEET

GENERAL NOTES & BMPs

VICINITY MAP3

PROJECT MAP 4

HWY

HWY

ROAD

ROAD

NOT TO SCALE

NTS

NTS

LEGEND

COUNTY LINE

PROJECT MAP 3

DATE

APPROVAL

DATE

QUANTITIES 1

PROJECT MAP 5

DISTRICT RANGER DATE

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TITLE SHEET

CASTLE FIRE ROADS REHABILITATION

PROJECT

QUANTITIES 2

QUANTITIES 3

WORK LIST 1

PROJECT MAP 1

PROJECT MAP 2

CASTLE FIRE ROADS

REHABILITATION PROJECT

WORK LIST 3

WORK LIST 2

WORK LIST 5

WORK LIST 4

ROAD STRUCTURES DETAILS

CRITICAL DIPS (ROLLING DIPS) DETAILS

CULVERT DETAILS

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SIA DETAILS

ASPHALT DETAILS

GATE

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GENERAL NOTES & BMPs

PROJECT STAKING:

GOVERNMENT WILL STAKE LOCATIONS OF NEW CULVERTS, NEW DRAINAGE FEATURES, SEGMENTS WHERE AGGREGATE BASE WILL BE PLACED, SEGMENTS TO BE PULVERIZED, SEGMENTS WHERE NEW ASPHALT WILL BE PLACED, AND REFERENCE LOCATIONS APPROXIMATELY EVERY (14) MILE. CONTRACTOR IS RESPONSIBLE TO LOCATE REMAINING FEATURES AND WORK ITEMS; INCIDENTAL TO PAY ITEM 303. GOVERNMENT STAKING WILL BE PROTECTED

AND PRESERVED BY CONTRACTOR DURING CONSTRUCTION.

CONTRACTOR STAKING OF CULVERT INSTALLATIONS, AND REQUIRED CULVERT SUBMITTALS SHALL BE DONE AS SPECIFIED BY SUBSECTIONS 602, AND THEN SUBMITTED FOR CONTRACTING OFFICER'S REVIEW AND APPROVAL

BEFORE ANY CULVERT MATERIAL IS ORDERED.

DEVELOPING WATER SUPPLY AND WATERING:

POTENTIAL WATER SOURCES ARE SHOWN ON THE MAP. OTHER LOCAL WATER SOURCES IDENTIFIED FOR PROJECT USE BY THE CONTRACTOR, SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL IN WRITING, PRIOR TO THEIR USE IN PROJECT WORK. WATER SOURCES SHALL COMPLY WITH SECTIONS 725. WATERING IS INCIDENTAL TO SECTIONS 204, 301, 304, 602, 606, AND 619. WATERING FOR SECTION 303 ROAD RECONDITIONING

WILL BE PAID UNDER SECTION 170.

NO MORE THAN ONE HALF (12) THE STREAM FLOW SHALL BE TAKEN AT ANY ONE TIME FROM THE WATER SOURCES, APPROVED BY THE CONTRACTING OFFICER FOR PROJECT USE.

MOBILIZATION:

CLEANING OF EQUIPMENT FOR NOXIOUS WEEDS IS INCIDENTAL TO MOBILIZATION.

CLEARING AND GRUBBING AND SLASH TREATMENT:

CLEARING AND GRUBBING FOR NEW CULVERTS AND NEW DRAINAGE FEATURES INSTALLATION, IS INCIDENTAL TO THE DRAINAGE FEATURE PAY ITEM. REMOVAL OF FALLEN TREES/LOGS AND LIMBS ON THE ROADS IS INCIDENTAL TO PAY ITEM 303. LOGS WILL BE LIMBED, CUT TO LENGTHS, AND DECKED AT AREAS LOCATED AND APPROVED IN WRITING BY THE C.O.R. AS SPECIFIED IN SECTION 201. SLASH TREATMENT OF STUMPS, TOPS AND LIMBS WILL BE

SCATTERING ON FILL SIDE OF THE ROADWAY.

CUT AND FILL SLOPES:

FINISHED EXCAVATION SLOPE RATIO IS 1:1 AND EMBANKMENT RATIO IS 11

2:1.

GOVERNMENT FURNISHED GATE:

GOVERNMENT SHALL PROVIDE COMPLETE PAINTED GATE FOR INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE MATERIALS, SIGNS, AND HARDWARE NEEDED FOR INSTALLATION. SIGNS INCLUDE 6 OBJECT MARKERS, 4 TYPE 1 BARRICADE MARKERS, AND 2 - 24" X 30" CLOSED SIGN (ROAD CLOSED TO PUBLIC USE).

CORRUGATED METAL PIPE , METAL END SECTIONS, AND OVERSIDE DRAINS:

CONTRACTOR SHALL SUBMIT A FABRICATOR'S CERTIFICATION FOR ALL CONTRACTOR FURNISHED CULVERT AND OTHER DRAINAGE MATERIALS AS SPECIFIED BY SECTION 602, 606. METAL DRAINAGE FEATURES THAT ARE REMOVED AND NOT SPECIFIED FOR SALVAGE OR REUSE, SHALL BE DISPOSED OFF FOREST SERVICE LANDS IN AN APPROVED

MANNER.

RIPRAP:

RIPRAP FOR DRAINAGE FEATURES IS INCIDENTAL TO THE DRAINAGE FEATURE PAY ITEM. ALL SUITABLE RIPRAP THAT MEETS PROJECT REQUIREMENTS AS SPECIFIED BY SECTION 705, MAY BE OBTAINED FROM COMMERCIAL SOURCES APPROVED IN WRITING BY THE C.O.R. GATHERING OF RIPRAP IN THE PROJECT AREA MUST HAVE APPROVAL BY THE

C.O.R. PRIOR TO USE.

SURFACE AGGREAGE:

AGGREGATE BASE SHALL MEET SECTION 703 REQUIREMENTS AND BE OBTAINED FROM A COMMERCIAL SOURCE CURRENTLY APPROVED BY CALTRANS AS SPECIFIED BY SECTION 301. SUBGRADE SHALL BE INSPECTED AND APPROVED IN WRITING BY C.O.R. BEFORE PLACING AGGREGATE IS ALLOWED; AS SPECIFIED BY SECTION 301.

RECONDITIONING OF ROADWAY:

ALL SUITABLE NATIVE MATERIAL FROM THE RECONDITIONING OF THE ROAWAY SHALL BE USED IN RESHAPING OF THE EXISTING ROADBED, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. THERE SHALL BE NO SIDE CASTING OF MATERIAL. BERM REMOVAL, CLEANING, RECONSTRUCTION OF ALL EXISTING DRAINAGE FEATURES (ROLLING DIPS, DITCHES, CULVERTS, OVER-SIDE DRAINS), SHOULDER ,ROADBED SCARIFICATION AND ROADBED BLASTING AS REQUIRED IS INCIDENTAL TO ROAD RECONDITIONING. SUBGRADE FINISH SHALL COMPLY WITH SECTION 204. ALL ROADBED CROSS SLOPE TRANSITIONS SHALL BE 100 FT. MINIMUM IN LENGTH AND 2% MINIMUM CROSS SLOPE.

TRAFFIC CONTROL:

HAUL ROUTES FOR MATERIALS, WORK ZONES, AND ROAD IMPROVEMENTS OPERATIONS SHALL BE SIGNED IN

ACCORDANCE WITH CURRENT MUTCD STANDARDS.

PROJECT ROADS MAY BE CLOSED DURING CONSTRUCTION UNLESS OTHERWISE NOTED, EXCLUDING ADMINISTRATIVE AND EMERGENCY ACCESS BY AGENCY PERSONNEL AND AUTHORIZED PERMIT HOLDERS AND PRIVATE PROPERTY OWNERS. SUCH ACCESS MAY INCLUDE WILDLAND FIRE SUPPRESSION PERSONNEL AND CATTLE

PERMITTEES.

ROAD 21S02, 21S50, 21S94, 22S54, 22S82 MUST BE MAINTAINED OPEN FOR TRAFFIC WITH UP TO 30 MINUTE DELAYS

DURING CONSTRUCTION.

A CONSTRUCTION SCHEDULE AND TEMPORARY TRAFFIC CONTROL SIGN PLAN SHALL BE SUBMITTED AND ACCEPTED

BY THE COR PRIOR TO CONSTRUCTION.

ASPHALT AND ASPHALT GRINDINGS:

ASPHALT DEBRIS AND TRASH GENERATED DUE TO CONSTRUCTION SHALL BE DISPOSED OFF FOREST SERVICE LAND.

CONTRACTOR SHALL MAKE NOTE AND MARK ALL EXISTING ASPHALT AND CONCRETE PAVEMENT MARKING PRIOR TO

PAVING OPERATIONS, AND REPAINT AFTER PAVING OPERATIONS.

MINIMUM AND MAXIMUM TEMPERATURES FOR HOT MIX ASPHALT DELIVERY, PLACEMENT, AND COMPACTION SHALL BE MET PER SPECIFICATIONS. VEHICLES HAULING HOT MIX ASPHALT SHALL HAVE THE LOADS TARPED FOR DELIVERY

TO THE SITE.

CLEARING, REMOVAL OF LOOSE MATERIAL AND SLOUGH TO ROAD AND PARKING LOT SHOULDERS WHERE REQUIRED FOR PATCH PAVE, FULL DEPTH PATCH, AND OVERLAY OPERATIONS, IS INCIDENTAL TO SECTION 403, 418 PAY ITEMS.

ASPHALT GRINDINGS SHALL BE STOCKPILED AT DESIGNATED AREAS. EXCESS GRINDINGS NOT USED FOR THE PROJECT SHALL BE SPREAD-OUT AND LEVELED. DESIGNATED AREAS ARE TO BE APPROVED BY THE C.O.R.

SAMPLING AND TESTING :

TESTING OF SUBGRADE AND AGGREGATE BASE ON ROADS (20S03, 20S67,20S78, 21S94) IS INCIDENTAL TO PAY ITEM 301(04), 303(15) AND SECTION 204.11(a). TESTING OF ASPHALT AND ASPHALT RECLAMATION ON ROAD (22S54) IS INCIDENTAL TO PAY ITEM 304(01), 403(01A), AND SECTION 204.11(a).

DEMOLITION AND DISPOSAL:

CORRUGATED METAL PIPE AND AND ANY OTHER TRASH GENERATED DUE TO CONSTRUCTION SHALL BE DISPOSED

OFF FOREST SERVICE LAND.

BEST MANAGEMENT PRACTICES TO BE INCORPORATED WITH THIS PROJECT

BMPS AS DESCRIBED IN THE "NATIONAL BEST MANAGEMENT PRACTICES FOR WATER QUALITY MANAGEMENT ON NATIONAL FOREST SYSTEM LANDS" HAVE BEEN EFFECTIVE IN PROTECTING BENEFICIAL USES. VISUAL FIELD SURVEYS HAVE INDICATED THAT THESE BMPS, WHERE PROPERLY IMPLEMENTED, HAVE ADEQUATELY PROTECTED AND MINIMIZED THE IMPACTS TO ACCEPTABLE LEVELS. PAST DEFICIENCIES IN THE IMPLEMENTATION OF THESE BMPS HAVE BEEN THE CAUSE FOR THE EROSION PROBLEMS ASSOCIATED TO ROADS AND SKID TRAILS.

THE PURPOSE OF THIS SET OF BEST MANAGEMENT PRACTICES (BMPS) IS TO AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND IN-STREAM RIPARIAN RESOURCES THAT MAY RESULT FROM ROAD MANAGEMENT ACTIVITIES. ROAD MANAGEMENT ACTIVITIES INCLUDE TRAVEL ROUTE PLANNING, DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, RECONSTRUCTION, STORAGE, AND DECOMMISSIONING. OTHER TRANSPORTATION-SYSTEM-RELATED ACTIVITIES INCLUDE STREAM AND WATERBODY CROSSINGS, SNOW REMOVAL, PARKING AREAS, AND EQUIPMENT REFUELING AND SERVICING AREAS.

· FAC-2. FACILITY CONSTRUCTION AND STORMWATER CONTROL

OBJECTIVE: AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND RIPARIAN RESOURCES BY CONTROLLING EROSION AND MANAGING STORMWATER DISCHARGE ORIGINATING FROM GROUND DISTURBANCE DURING CONSTRUCTION OF DEVELOPED SITES.

· ROAD-7. STREAM CROSSINGS

OBJECTIVE: AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND RIPARIAN RESOURCES WHEN CONSTRUCTING OR

MAINTAINING TEMPORARY AND PERMANENT WATERBODY CROSSINGS.

· ROAD-9. PARKING AND STAGING AREAS

OBJECTIVE: AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND RIPARIAN RESOURCES WHEN CONSTRUCTING AND

MAINTAINING PARKING AND STAGING AREAS.

· ROAD-10. EQUIPMENT REFUELING AND SERVICING

OBJECTIVE: AVOID OR MINIMIZE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND RIPARIAN RESOURCES FROM FUELS, LUBRICANTS, CLEANERS, AND OTHER HARMFUL MATERIALS DISCHARGING INTO NEARBY SURFACE WATERS OR INFILTRATING THROUGH SOILS TO CONTAMINATE

GROUNDWATER RESOURCES DURING EQUIPMENT REFUELING AND SERVICING ACTIVITIES.

· WATUSES-2.5. WATER SOURCE DEVELOPMENT AND UTILIZATION

OBJECTIVE: TO SUPPLY WATER FOR ROAD CONSTRUCTION, MAINTENANCE, DUST ABATEMENT, FIRE PROTECTION, AND OTHER MANAGEMENT

ACTIVITIES WHILE PROTECTING AND MAINTAINING WATER QUALITY,

· WATUSES-3. ADMINISTRATIVE WATER DEVELOPMENTS

OBJECTIVE: AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND RIPARIAN RESOURCES WHEN DEVELOPING AND OPERATING WATER SOURCES FOR FOREST SERVICE ADMINISTRATIVE AND RESOURCE MANAGEMENT PURPOSES.

NOTE: PLEASE REFER TO THE "NATIONAL BEST MANAGEMENT PRACTICES FOR WATER QUALITY MANAGEMENT ON NATIONAL FOREST

SYSTEM LANDS" APRIL 2012, FULL DESCRIPTION OF THE BMPS LISTED ABOVE.

GENERAL NOTES & BMPs

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VAR VAR VAR

VARVARVAR

PLAN VIEW

LC

NEW CONSTRUCTION BACKSLOPE:

1:1 UNLESS

OTHERWISE

SPECIFIED

3:1

SUBGRADE

W/O DITCH, 2-4%

SUBGRADE

W/O DITCH, 2-4%

CL CL

LC

AS EXISTING

NOTES:

LC

SUBGRADE

AS EXISTING

COMPACTED

AS EXISITIN

G

LC

AS EXISTING

AS EXISITIN

G

AS EXISITING

-2% OUTSLOPE

-2% INSLOPE

0% SLOPE

0F

T.

T

R

AN

SI

TI

O N

3'

18" MIN.

TRAVELED

WAY

WIDTH

TRAVELED WAY WIDTH AS SHOWN

ON WORK LIST SHEETS.

COMPACTED SUBGRADE

AS E

XIS

TIN

G S

LO

PE

14.0 FT. MIN. SUBGRADE WIDTH

2% MIN. INSLOPE

12.0 FT. MIN. TRAVELED WAY

REMOVE EXISTING BERM WHEN

LISTED IN THE ODO SHEET. USE

MATERIAL FOR ROADBED

RECONDITIONING.

COMPACTED SUBGRADE

2% MIN. OUTSLOPE

12.0 FT. MIN. TRAVELED WAY

14.0 FT. MIN. SUBGRADE WIDTH

TYPICAL NATIVE GROUND SURFACE CROSS SECTION

WITHOUT DITCH

TYPICAL NATIVE GROUND SURFACE CROSS SECTION

WITH BERM REMOVAL AND EXISTING DITCH

SHOULDERS

NEW CONSTRUCTION FILL

SLOPES: 1.5:1 UNLESS

OTHERWISE SPECIFIED

AS EXISTING SLOPE

NATIVE COMPACTED MATERIAL

SHOULDER WITH OR WITHOUT BERM

AS EXISTING SLOPE

AS EXISTING SLOPE

DEPTHS SHOWN ARE COMPACTED DEPTHS.

CROWN SUB GRADE AT 2% UNLESS OTHERWISE

SPECIFIED. CURVE WIDENING SHALL BE AS

SHOWN ON THE WORK LISTS. DRAWINGS ARE

NOT TO SCALE

PREPARE AND COMPACT THE SUBGRADE, AS

SPECIFIED BY SECTION 303.

RECONDITION ALL EXISTING TURN OUTS TO

THERE EXISTING LENGTHS AND WIDTHS

1.5:1

FILLSLOPE

8" TO 1'

8" TO 14"

2.5' COMPACTED

SUBGRADE

2% MIN. OUTSLOPE

NATIVE COMPACTED MATERIAL

SHOULDER WITH OR WITHOUT BERM

NATIVE COMPACTED MATERIAL SHOULDER

KEYED INTO CUT-SLOPE, WHERE THERE IS NO

DITCH

SHOULDERS

TRAVELED

WAY

WIDTH

REMOVE EXISTING BERM WHEN

LISTED IN THE WORK LIST OR ODO

SHEETS. USE MATERIAL FOR

ROADBED RECONDITIONING.

FLAT BOTTOM DITCH SEE SHEET #00

COMPACTED SUBGRADE

OUTSLOPE SUB GRADE

INSLOPE SUB GRADE

TYPICAL ROADBED TRANSITION

TYPICAL GRADING SECTIONS TYPICAL TURNOUT SECTIONS EARTH BERM

CROSS SECTION

CROSS SECTION

CROSS SECTION

CROSS SECTION

CROSS SECTION

CROSS SECTION

CROSS SECTION

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N.T.S.

ROLLING DIP FOR HIGH

CLEARANCE VEHICLE ML2 ROADS

ORIGINAL GRADE

BOTTOM OF ROLLING DIP

CREST OF ROLLING DIP

DOWNGRADE

60°

-2% TO -8%

30' 15'

60°

30'

24" MIN

ELEVATION DROP

ACROSS THE ROLLING

DIP SHALL BE 2'

3.2. OUTLET DRAIN DITCHES SHALL HAVE CUT

SLOPES EQUAL TO OR FLATTER THAN 1.5:1.

EXCAVATION FROM OUTLET DITCHING SHALL

BE WASTED ALONG THE SIDES OF THE DITCH.

ALL NECESSARY CLEARING WILL BE TREATED

IN ACCORDANCE WITH APPLICABLE

SPECIFICATIONS.

TOLERANCE CLASS THROUGH THE ROLLING

DIP SHALL BE CLASS C TABLE 204-2.1. WHEN ROLLING DIPS ARE CONSTRUCTED IN

DITCH SECTIONS THE DITCH SHALL DRAIN

ACROSS THE ROLLING DIP. RESUME DITCH

CONSTRUCTION 25' DOWNGRADE FROM THE

CREST OF THE ROLLING DIP.

ORIGINAL GRADE

BOTTOM OF ROLLING DIP

CREST OF ROLLING DIP

DOWNGRADE

60°

-2% TO -4%

75' 35'

60°

75'

18" MIN.

ROLLING DIP FOR PASSENGER

VEHICLE ML3 ROADS

ELEVATION DROP

ACROSS THE ROLLING

DIP SHALL BE 1.5'

PLAN VIEW PLAN VIEW

PROFILE ROLLING DIP PROFILE ROLLING DIP

PERSPECTIVE VIEW PERSPECTIVE VIEW .

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%%UNOTES:

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A A C

C

B B

C

A C

A

INLET BASIN

CATCH BASIN

INLET AND OUTLET CHANNEL

TYPICAL PIPE INSTALLATION

SECTION A-A

TYPICAL RIPRAP INSTALLATION

SECTION B-B

TYPICAL RIPRAP

INSTALLATION TYPICAL PIPE INSTALLATION SECTION C-C

STARTER SECTION

16 GA

16 GA

FLUME SECTION

16 GA

TYPE 1-LITTLE MAC TYPE 2-BIG & SUPER

MAC

NOTES:

b x h B X H R W C D REMARKS

ANCHOR STAKES

NOTE:

NOTE:

BIG MAC

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CULVERT AND BIG MAC DETAILS

CULVERT AND BIG MAC DETAILS

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CAMBER:

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12 INCHES EXCEPT THAT THE SLOPE

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FROM INLET TO CENTERLINE SHALL

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NOT BE LESS THAN 1%.

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%%UNOTES:

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CORRUGATED COUPLING BANDS SHALL BE 10 1/2" WIDE,

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FACTORY REFORMED ENDS OF CORRUGATED PIPE AND

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THAT MEET THE REQUIREMENTS OF SUBSECTION 602

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ARE ACCEPTABLE. DIMPLED BANDS ARE NOT ACCEPTABLE

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WHEN DEPTH OF FILL IS SHOWN ON THE DRAWINGS,

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IT IS MEASURED FROM THE INVERT OF THE PIPE

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TO THE FINISHED GRADE AT THE CENTERLINE OF THE ROAD.

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WHEN "CONSTRUCT MINIMUM FILL" IS SHOWN

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ON THE DRAWINGS, THE COVER OVER THE PIPE

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SHALL BE 18" AT THE SHOULDER OF THE ROAD.

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SEE SECTION A-A.

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TOE OF FILL

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TOP OF CUT

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text C

AutoCAD SHX Text L

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4% MIN.

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IN NATIVE DRAINAGE

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CHANNEL

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CATCH BASIN

AutoCAD SHX Text 18"

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MINIMUM

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COVER

AutoCAD SHX Text 5'

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SAME SLOPE

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AS PIPE

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NATIVE

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GROUND

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INLET

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BASIN

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2.5 SPAN (CMPA)

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3 DIA. (CMP)

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4 DIA. (CMP)

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3 SPAN (CMPA)

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AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

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NATIVE GROUND

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ELEVATION SHALL NOT BE

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HIGHER THAN CENTERLINE OF PIPE.

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ALL RIPRAP

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SHALL BE PLACED

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IN ACCORDANCE WITH

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SPECIFICATION 251, AND

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WHERE SHOWN ON

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THE WORK LISTS.

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1% OF LENGTH TO A MAXIMUM OF

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MINIMUM. BANDS OF SPECIAL DESIGN THAT ENGAGE

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EXCEPT WHEN CONNECTING TO EXISTING CUT CULVERTS.

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TOE OF FILL

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DOWNGRADE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 25'

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TAPER BOTH DIRECTIONS

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IN A SWALE.

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CATCH BASIN SHALL

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TOP OF CUT

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PLACE CULVERT OUTLET

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ON NATIVE GROUND OR

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* 5' FROM PIPE EDGE OR

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METAL END SECTION EDGE.

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ALL JOINTS SHALL HAVE TAR COATING TO PREVENT LEAKS.

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ROAD GRADE

AutoCAD SHX Text 1.5:1

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SLOPE SIDES OF CHANNEL

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PIPE DIA

AutoCAD SHX Text 1 1/2 : 1

AutoCAD SHX Text L

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AutoCAD SHX Text EXCAVATE, BED AND BACKFILL IN ACCORDANCE WITH SUBSECTION 209.10, COMPACTION METHOD 2.

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2.5 SPAN (CMPA)

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3 DIA. (CMP)

AutoCAD SHX Text h

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STANDARD LENGTH 10'

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AutoCAD SHX Text B

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AutoCAD SHX Text D

AutoCAD SHX Text R

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AutoCAD SHX Text 58 "12"

AutoCAD SHX Text GALV. 3/8"x1 1/2"x36" 3/8"x 1 1/2" GALV. MACHINE BOLT W/NUT AND FLAT WASHER

AutoCAD SHX Text GALV. 3/8"x 1 1/2"x48" 3/8"x1 1/2" GALV. MACHINE BOLT W/NUT AND FLAT WASHER

AutoCAD SHX Text ANCHOR STAKE ALLOWANCE INCLUDES 1 GALV. MACHINE BOLT W/NUT AND FLAT WASHER. INSTALL SIMILAR TO REGULAR SPILLWAY INLET ASSEMBLY

AutoCAD SHX Text

LITTLE MAC

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BIG MAC

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SUPER MAC

AutoCAD SHX Text 12" X 8"

AutoCAD SHX Text 24 1/2" X 12"

AutoCAD SHX Text

32" X 15" TO

AutoCAD SHX Text 12" X 25 1/2"

AutoCAD SHX Text 24" X 37 1/2"

AutoCAD SHX Text

32" X 49" TO

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 27"

AutoCAD SHX Text 36"

AutoCAD SHX Text 51 1/2"

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AutoCAD SHX Text 90 1/2

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AutoCAD SHX Text 84" X 15"

AutoCAD SHX Text 64" X 49"

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SINGLE PIECE

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SINGLE PIECE

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TWO PIECE

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VARIABLE WIDTH

AutoCAD SHX Text WHEN CULVERT IS INSTALLED IN A NATURAL DRAINAGE CHANNEL, CLEAR CHANNEL UPSTREAM 10'-25'.

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D D

B

B

TYPE 1:

NOTE:

SPILLWAY INLET ASSEMBLY

(TAPERED RECTANGULAR)

A A

UPLAN VIEW

SECTION B-B

SECTION A-A

SECTION D-D

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SPILLWAY INLET ASSEMBLY

SPILLWAY INLET ASSEMBLY

AutoCAD SHX Text

BOTH DIMENSIONS 5.0'

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WHEN INSTALLED IN SAG

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1.5:1 SLOPE

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 0.5'

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TOE OF FILL

AutoCAD SHX Text 1.0'

AutoCAD SHX Text

SKEW AS NEEDED

AutoCAD SHX Text 8.0'

AutoCAD SHX Text 2.0'

AutoCAD SHX Text

TOP OF BERM

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FACE OF BERM

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 0.5

AutoCAD SHX Text

FILL SLOPE

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.064" GALV. STEEL

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FILL SLOPE

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NATIVE GROUND

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1 FT.

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5 FT.

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NATIVE GROUND

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NATIVE GROUND

AutoCAD SHX Text 2.0'

AutoCAD SHX Text

NOTE: THE END OF THE FIRST SECTION OF FLUME SHALL BE LAID ON THE FILL SLOPE.

AutoCAD SHX Text GALV. 3/8"x 1 1/2"x36" 3/8"x1 1/2" GALV. MACHINE BOLT W/NUT AND FLAT WASHER

AutoCAD SHX Text

ANCHOR STAKE ALLOWANCE INCLUDES 1 GALV. MACHINE BOLT W/NUT AND FLAT WASHER.

AutoCAD SHX Text

MACHINE-PLACED CLASS 3 RIPRAP TYP. PLACE 1 C.Y.

AutoCAD SHX Text

MACHINE-PLACED CLASS 3 RIPRAP TYP. PLACE 1 C.Y.

AutoCAD SHX Text

TO DRAIN

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CROSS SECTION NO SCALE

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CROSS SECTION NO SCALE

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DOWNGRADE

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NATIVE GROUND SURFACE SHAPE AND COMPACT BY HAND.

AutoCAD SHX Text

3/8" X 1 1/2" GALV. MACHINE BOLT W/FLAT WASHER

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 20"

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"

AutoCAD SHX Text 48"

AutoCAD SHX Text 11-1/2"

AutoCAD SHX Text 5"

AutoCAD SHX Text 18"

AutoCAD SHX Text 8"

AutoCAD SHX Text 13"

AutoCAD SHX Text 10"

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AutoCAD SHX Text Date

AutoCAD SHX Text Revision/Issue

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AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text

J. SNYDER 4-8-87

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OF

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P. BACA

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NONE

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LC

PATCH PAVEMENT DETAILS

*NOTES:

1. BERMS MAY BE LOCATED ON ONE, BOTH

OR NEITHER SIDES OF THE ROAD. BERMS

TO BE RECONSTRUCTED ARE IDENTIFIED

IN THE ROAD LOGS.

2. MATCH RECONSTRUCTED ROADWAY

JOINTS WITH EXISTING SHOULDERS AND

BERMS AHEAD AND BACK.

3. USE 38" HOT MIX ASPHALT FOR ALL

OVERLAYS, FULL DEPTH PATCHES, AND

PATCH PAVE.

EXISTING

SURFACE

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EXISTING PAVEMENT

BLEND OVERLAY

INTO EXISTING

PAVEMENT

BLEND OVERLAY INTO

EXISTING PAVEMENT

EXISTING PAVEMENT

HOT ASPHALT OVERLAY

HOT ASPHALT OVERLAY

PAVEMENT TRANSITIONS BETWEEN EXISTING AND NEW

ASPHALT SKIN PATCH/OVERLAY SURFACES

CLEAN ALL POT-HOLES AND RAVELLED PAVEMENT

OF ANY COARSE LOOSE MATERIAL TO SOLID

VERTICAL EDGE. APPLY SS-1h TACK COAT TO

BOTTOM AND SIDES OF HOLE, AND PATCH WITH 1"

TO 4" HOT MIX ASPHALT PATCH.

CLEAN ROAD SURFACE OF ANY AND

ALL LOOSE MATERIAL PRIOR TO SKIN

PATCH OR OVERLAY.

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418(01) HOT ASPHALT FULL DEPTH PATCH

TRAVELED WAY

EXISTING PAVEMENT

WITH OR WITHOUT DITCH -

ROADWAY OR FLAT BOTTOM

HOT ASPHALT PATCH

3"

CLEAN ALL GRINDINGS AND

LOOSE MATERIAL TO SOLID

VERTICAL EDGE AND PATCH

WITH 3" HOT MIX ASPHALT

WIDTH VARIES AT DIFFERENT LOCATIONS

403(01A) HOT ASPHALT PAVEMENT

TRAVELED WAY

PULVERIZED AND COMPACTED

PAVEMENT (SECTION 304)

3" HOT MIX ASPHALT

WITH OR WITHOUT DITCH -

ROADWAY OR FLAT BOTTOM

EXISTING SUBSURFACE

NOTES:

1. BERMS MAY BE LOCATED ON ONE, BOTH OR NEITHER

SIDES OF THE ROAD. BERMS TO BE RECONSTRUCTED

ARE IDENTIFIED IN THE ROAD LOGS.

2. MATCH RECONSTRUCTED ROADWAY JOINTS WITH

EXISTING SHOULDERS AND BERMS AHEAD AND BACK.

NOTE:

APPLY TAPER TO ALL EDGES OF OVERLAYS IN THE TRAVEL WAY.

12''-24''

1 1/2"

OVERLAY

TRAVELED WAY

EXISTING PAVEMENT

CLEAN ROAD SURFACE OF ANY AND ALL LOOSE MATERIAL

PRIOR TO ASPHALT OVERLAY, AND APPLY SS-1H TACK COAT.

WITH DITCH -

ROADWAY OR FLAT BOTTOM

403(01B) HOT ASPHALT OVERLAY (ONE LANE WIDTH)

HOT ASPHALT OVERLAY 2" THICK

EXISTING SUBSURFACE

EXISTING PAVEMENT

A TYPICAL TRANSITION TAPER

LC

DEEP POTHOLE PATCH PAVEMENT DETAILS

CLEAN DEEP POTHOLES OF ALL LOOSE MATERIAL. TRIM OR MILL EDGES TO VERTICAL

FACE IN SOLID ASPHALT AND A RECTANGULAR HOLE TO BE PATCHED. REPAIR

SUBGRADE AS NEEDED AND BACKFILL TO SUBGRADE FINISH ELEVATION WITH

COMPACTED ASPHALT GRINDINGS. APPLY SS-1h TACK COAT TO BOTTOM AND SIDES

OF HOLE, AND PATCH WITH 3"-4" HOT MIX ASPHALT PATCH.

A

WITH DITCH -

ROADWAY OR FLAT BOTTOM

WITH DITCH -

ROADWAY OR FLAT BOTTOM

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ASPHALT DETAILS

CASTLE FIRE ROADS

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ASPHALT DETAILS

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AutoCAD SHX Text No.

AutoCAD SHX Text Date

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J. SNYDER 4-8-87

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OF

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P. BACA

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NONE

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SINGLE LANE ROAD

TWO OBJECT MARKERS

(ONE EACH SIDE)

ONE OBJECT MARKER

POST I POST II

ONE OBJECT MARKER (OPPOSITE SIDE)

POST I

WITH POST I OR II

FOUNDATION

4" MIN.5" MAX.

18" X 18" X 3/8" STEEL PLATE

4, 3/8" PL. GUSSETS

EVENLY SPACED

REBAR PLAN VIEW

NO. 4 REBAR GRADE 60

2 SQUARE HOOPS (32" X 32")

W/4 VERTICALS AT CORNERS

W/4 STRAIGHT 33" LONG FOR TOP

HOOP ONLY.

CAST IN PLACE

CONCRETE

SEE DETAIL "A"

OBJECT MARKER

TYPE 2 (6" MIN. X 12" MAX.)

OBJECT MARKER

TYPE 2 (6" MIN. X 12" MAX.)

SEE DETAIL "B"

6" DIA. PIPE

2" TYP.

2" TYP.

1 - 4" DIA. X 3" PIPE

8" MIN. X 24" MIN. TYPE I BARRICADE MARKER

(RED AND WHITE)

4" DIA. PIPE (BARRICADE RAIL)

1/4

6" DIA. PIPE

1/2" PL. GUSSET

(1/4 FILLET WELD

BOTH SIDES)

8"

SEE DETAIL "D"

CAST IN PLACE CONCRETE

(OR SEE OTHER SIDE)

6" DIA. PIPE

WIDTH AS REQUIRED

TWO OBJECT MARKERS

(ONE EACH SIDE)

ONE OBJECT MARKER

THIS POST SHALL BE INSTALLED

ON THE CUT SIDE OF THE ROAD.

POST III POST II

WHERE SHOWN ON THE DRAWINGS

REST POST (SAME AS GATE POST)

ONE OBJECT MARKER (OPPOSITE SIDE)

POST I

WITH POST I OR II

FOUNDATION

ONE OBJECT MARKER (OPPOSITE SIDE)

POST II

ONE OBJECT MARKERS

DOUBLE LANE ROAD

CENTER POST

7'-6'

3'-6'

4'-0'

12'

8"

36"

36"

36"

1" DIA. HOLE

4" 4"

6" DIA. PIPE

3"

1'-0"

1/2 WIDTH

4'-4" 4'-0"

36"

3'-6"

DETAIL "F"

THIS POST SHALL BE

INSTALLED ON THE CUT SIDE

OF THE ROAD.

14 3/4"

GUSSET DETAIL

6" DIA. PIPE

8"

GUSSET PLATE

TWO OBJECT MARKERS

(ONE EACH SIDE)

POST III

18" SQUARE PLATE

MOVABLE POST

WITH 18" BASE "NO

FOUNDATION"

1/2" PLATE STEEL SEE

DETAIL "F"

44" LONG SCREW JACK,

SEE DETAIL "E"

( SEE SHEET 3 )

3.5"

( SEE SHEET 2 )

( SEE SHEET 2 )

REST POST (SAME AS

GATE POST) WHERE

SHOWN ON THE

DRAWINGS

( SEE SHEET 2 )

CUT/WELD POINT

4" DIA. PIPE. CUT

TO FIT

DEGREE CHANGES WITH

LENGTH OF PIPE

X°

REST POST (SAME AS GATE POST)

WHERE SHOWN ON THE DRAWINGS

24" DIA. HOLE

6" DIA. PIPE

DETAIL "G"

48"

24"

PROFILE

TYPE-"G"

FOUNDATION

PLAN

TYPE-"G"

FOUNDATION

WITH NO FOUNDATION

5" DIA. PIPE

9" 9"

(LATCH OR REST POST)

POST I

(SWING POST)

POST II

WELD 8"O.D. 5.6"I.D.

COVER TO INSERT PIPE

WELD 5.9"O.D. 5.6"I.D.

GUIDE TO INSERT

PIPE36" X 36" X 3/8" STEEL PLATE

1/4

3/8" X 8" X 14-3/4"

GUSSET PLATE

1/4 1/4

5" DIA. PIPE

TWO OBJECT MARKERS

(ONE EACH SIDE)1/4

DO NOT WELD GUIDE OR

COVER TO SLEEVE PIPE

5" DIA.

8" DIA.

8" DIA. PLATE

5" DIA. PIPE

1/4

INSERT PIPE

COVER

TYPE-"G"

FOUNDATION

1/4EXCAVATION

TRAVEL

MANAGEMENT

SIGN

(LT) (RT)

(LT) (RT)

TRAVEL

MANAGEMENT

SIGN

(LT) (RT)

TRAVEL

MANAGEMENT

SIGN

(LT) (RT)

TRAVEL

MANAGEMENT

SIGN

(LT)(RT)

3" 3"

2" 2"

1/4 1/4

3'-4"

NO. 4 REBAR GRADE 60

2 SQUARE HOOPS (32" X 32")

W/4 VERTICALS AT CORNERS

W/4 STRAIGHT 33" LONG FOR TOP

HOOP ONLY.

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GATE INSTALLATION DETAIL

GATE INSTALLATION DETAIL

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Drawn By

AutoCAD SHX Text Date

AutoCAD SHX Text Revision/Issue

AutoCAD SHX Text Project

AutoCAD SHX Text No.

AutoCAD SHX Text Date

AutoCAD SHX Text

J. SNYDER 4-8-87

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

P. BACA

AutoCAD SHX Text 3/21

AutoCAD SHX Text

NONE

AutoCAD SHX Text Project

AutoCAD SHX Text District

AutoCAD SHX Text Title