C04 - 7 - Drawings.pdf

TULARE CO.

INYO CO.

TULARE CO.

FRESNO CO.

KERN CO.

TULARE CO.

KERNVILLE

LAKE ISABELLA

155 155

22S05

KERN RIVER

M99

M56

JOHNSONDALE

Project Location

Project Location

Project Location

Project Location

Project Location

SACRAMENTO

SAN

FRANCISCO

PORTERVILLE

FRESNO

BAKERSFIELD

ANGELESLOS

N

STATE OF CALIFORNIA

SEQUOIA NATIONAL FOREST

OREGON

NEVADA

AR

IZ

O N

A

MEXICO

PACIFIC OCEAN

DISTRICT RANGER

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

FY2023 ERFO REPAIRS PROJECT

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

F ax

-7

-1

FOREST MAP

N

INDEX TO SHEETS

NO. DESCRIPTION

3-4

5-7

TI

TL

E

SH

EE

T

HWY

HWY

ROAD

ROAD

NOT TO SCALE

NTS

NTS

LEGEND

COUNTY LINE

DATE

APPROVAL

DATE

9-11

12-13

DISTRICT RANGER DATE

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

TITLE SHEET

23-24

15-16

18-19

VICINITY MAP

PROJECT AREAS

QUANTITIES

WORK LIST

DAVIS ROAD

GENERAL NOTES AND BMPS

HUME LAKE TRAIL

CRAWFORD ROAD

SHERMAN PASS

CAPINERO

JACK RANCH

CLEARING TYPICAL

SPILLWAY INLET ASSEMBLY TYPICAL (SIA)

CULVERT TYPICAL

FOREST SUPERVISOR DATE

FOX FARM ROAD

20-22

TITLE SHEET

ROLLING DIP TYPICAL

LITTLE BOULDER

ROAD STRUCTURE TYPICAL (NATIVE SURFACE)

ROAD STRUCTURE TYPICAL (AGGREGATE)

HOT MIX

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text Title

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NONE

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

GE

NE

RA

L N

OT

ES

A

ND

B

MP

S

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

GENERAL NOTES AND BMPS

GENERAL NOTES AND BMPS

PROJECT STAKING:

GOVERNMENT WILL STAKE LOCATIONS OF NEW FEATURES AND SEGMENTS WHERE AGGREGATE BASE WILL BE PLACED. CONTRACTOR IS RESPONSIBLE TO LOCATE REMAINING FEATURES AND WORK ITEMS; INCIDENTAL TO OTHER PAY ITEMS. GOVERNMENT STAKING WILL BE PROTECTED AND PRESERVED BY CONTRACTOR DURING

CONSTRUCTION.

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. WATERING IS INCIDENTAL TO OTHER PAY ITEMS.

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 AS NEEDED FOR WORK IN THIS CONTRACT IS INCIDENTAL TO OTHER PAY ITEMS. 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.

METAL END SECTIONS, AND OVERSIDE DRAINS:

CONTRACTOR SHALL SUBMIT A FABRICATOR'S CERTIFICATION FOR ALL CONTRACTOR FURNISHED CULVERTS AND OVERSIDE DRAINS 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 ROADWAY SHALL BE USED IN RESHAPING OF THE EXISTING ROADBED, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. THERE SHALL BE NO SIDE CASTING OF MATERIAL. CLEANING OF (CULVERTS & OVERSIDE DRAINS), RECONSTRUCTION OF ALL EXISTING DRAINAGE FEATURES (ROLLING DIPS, DITCHES), SHOULDER, TURN-OUTS, 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 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 C.O.R. PRIOR TO CONSTRUCTION.

DEMOLITION AND DISPOSAL:

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

GEOTEXTILE:

USE A NONWOVEN CLASS 1, TYPE A GEOTEXTILE WITH SPECIFICATIONS AS SHOWN ON TABLE 714-1.

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 GRINDING NOT USED FOR THE PROJECT SHALL EB SPREAD OUT AND LEVELED. DESIGNATED AREAS ARE TO BE APPROVED BY THE C.O.R.

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.

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NONE

%%UN.T.S.

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

VI

CI

NI

TY

M

AP

Vicinity Map

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

VICINITY MAP

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

VI

CI

NI

TY

M

AP

Vicinity Map

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

VICINITY MAP 2

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

PR

OJ

EC

T

AR

EA

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

PROJECT AREA 1

20S03 Fox Farm and 22S05 Sherman Pass Project Areas

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

PR

OJ

EC

T

AR

EA

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

PROJECT AREA 2

23S05 Capinero , 24S05 Jack Ranch

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text Title

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NONE

%%UN.T.S.

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

PR

OJ

EC

T

AR

EA

Crawford Road

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

PROJECT AREA 3

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

QU

AN

TI

TI

ES

S

HE

ET

QUANTITIES

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

QUANTITIES SHEET

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

W

OR

K

LIS

T

WORK LIST

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

WORK LIST 1

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

W

OR

K

LIS

T

WORK LIST

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

WORK LIST 2

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Drawn By

AutoCAD SHX Text Date

AutoCAD SHX Text Project

AutoCAD SHX Text Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NONE

AutoCAD SHX Text Revision/Issue

AutoCAD SHX Text No.

AutoCAD SHX Text Date

J. SNYDER 4-8-87

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

W

OR

K

LIS

T

WORK LIST

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

WORK LIST 3

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

DA

VI

S

MP

2.

0 &

2.

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

DAVIS MP 2.0 & 2.4

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

DA

VI

S

MP

3.

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

DAVIS MP 3.09

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

LIT

TL

E

BO

UL

DE

R

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

LITTLE BOULDER

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

CR

AW

FO

RD

R D

MP

9.

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

CRAWFORD RD MP 9.57

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

CR

AW

FO

RD

R D

MP

.3

.4

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

CRAWFORD RD MP 17.3 & 17.4

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

HU

ME

LA

KE

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

HUME LAKE

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

FO

X

FA

RM

M P

0.7 4 -

1.

22S03 Fox Farm MP 0.74 - MP 1.344

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

FOX FARM MP 0.74-1.344

AutoCAD SHX Text Recondition roadway for 212' Replace Aggregate Surface (49 Tons)

AutoCAD SHX Text Complete fill slope repairs, remove slough (133 CY) Compact and Replace Aggregate 46'L x 3'W x 3" T: 2.3 Tons

AutoCAD SHX Text Complete fill Slope Repair (129 CY) Compact and Replace Aggregate: 20.7 (Tons) Reconstruct rolling dip and install new OSD.

AutoCAD SHX Text Compact and Replace Aggregate: 52'L x 4'W x 3"T 3.4 Tons Fill Slope Repair (35 CY). Reconstruct earth berm.

AutoCAD SHX Text Compact and Replace Aggregate 27'L x 4'W x 3"T(1.8 Tons) Fill Slope Repair (67 CY) Reconstruct rolling dip and earth berm. Relay existing OSD.

AutoCAD SHX Text Fill Slope Repair 68 CY. Reconstruct earth berm.

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NONE

AutoCAD SHX Text

MP 1.173

AutoCAD SHX Text

MP 1.344

AutoCAD SHX Text

MP 0.75

AutoCAD SHX Text

MP 1.107

AutoCAD SHX Text

MP 1.03

MP 1.306

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

FO

X

FA

RM

M P

4.0

22S03 Fox Farm MP 4.04

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

FOX FARM MP 4.04

AutoCAD SHX Text Reset SIA and reconstruct rolling dip

AutoCAD SHX Text Perform Fill Slope repair (see cross section) (524 CY)

AutoCAD SHX Text Place Aggregate 16 tons

AutoCAD SHX Text Reestablish ditch for 100' on each side of failure

AutoCAD SHX Text Armor Rolling Dip with 3 inch rock (1 ton)

AutoCAD SHX Text Excavate 8' Deep under travel way and shoulder and perform slope failure repair for 524 CY

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

SH

ER

MA

N

PA

SS

M P

0.7 -0

.9

22S05 Sherman Pass MP 0.7- MP 0.9

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

SHERMAN PASS MP 0.7-0.9

AutoCAD SHX Text Replace Embankment(41CY) and asphalt faced Earth Berm

AutoCAD SHX Text Replace Asphalt and Aggregate 25'X6' 0.25' thick each.

AutoCAD SHX Text Patch Asphalt Damaged by Boulder Removal

AutoCAD SHX Text Fill Washout and Compact (83 CY). Reconstruct asphalt faced earth berm. Replace Aggregate and Asphalt 0.25' thick each.

AutoCAD SHX Text Replace Overside Drain

AutoCAD SHX Text Replace Embankment (20CY) Replace Aggregate and Asphalt 0.25' thick each.

AutoCAD SHX Text Install New OSD with 20' Flume

AutoCAD SHX Text Clean and Flush Culvert; Recondition Ditch for 400'

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NONE

AutoCAD SHX Text

MP 0.7

AutoCAD SHX Text

MP 0.8

MP 0.9

LC

A A

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

SH

ER

MA

N

PA

SS

M P

1.4

Sherman Pass MP 1.4

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

SHERMAN PASS MP 1.4

AutoCAD SHX Text

%%UPLAN VIEW OF DAMAGE AREA

AutoCAD SHX Text 1:1

AutoCAD SHX Text

%%UCROSS SECTION VIEW

AutoCAD SHX Text

%%UPROFILE VIEW OF OUTLET

AutoCAD SHX Text 75' x 60" Dia CULVERT

AutoCAD SHX Text

CHANNEL FLOW

AutoCAD SHX Text

60" CULVERT OUTLET WITH ELBOW

AutoCAD SHX Text 75' x 60" DIA CULVERT

AutoCAD SHX Text

%%UCROSS SECTION VIEW A-A

AutoCAD SHX Text

PLACE IN ACCORDANCE WITH SECTION 607

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

EXISTING WASHED OUT ROAD PRISM

AutoCAD SHX Text

BACKFILL IN ACCORDANCE WITH SECTION 204

AutoCAD SHX Text

GROUTED CLASS 4 RIPRAP

AutoCAD SHX Text

ASPHALT ROAD WAY

AutoCAD SHX Text

BACKFILL AROUND CULVERT IN ACCORDANCE WITH SECTION 204

AutoCAD SHX Text

GROUTED CLASS 4 RIPRAP

AutoCAD SHX Text

GROUTED CLASS 4 RIPRAP

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text

AGGREGATE BASE

AutoCAD SHX Text

ASPHALT BERM TYP. BOTH SIDES

AutoCAD SHX Text SAW CUT ASPHALT TO A CLEAN EDGE. EXCAVATE AND REMOVE LOOSE MATERIAL FROM THE WASHED OUT ROAD PRISM. REMOVE AND RESET CULVERT. REPAIR BENT SECTION OF PIPE. BACKFILL AND COMPACT AREA IN ACCORDANCE WITH SECTION 204 IN COMPACTED LIFTS. PLACE AGGREGATE BASE IN ACCORDANCE WITH SECTION 301. PATCH PAVE AREA IN ACCORDANCE WITH SECTION 418. RECONSTRUCT ASPHALT BERM ON BOTH SIDES OF ROAD WAY.

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text PLACE GEOFABRIC PRIOR TO INSTALLING RIPRAP. PLACE GROUTED CLASS 4 RIPRAP IN ACCORDANCE WITH SECTION 251

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

SH

ER

MA

N

PA

SS

M P

2.6

Sherman Pass 2.6

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

SHERMAN PASS MP 2.6

AutoCAD SHX Text Remove Debris/Slough and reestablish ditch for 300' on each side

AutoCAD SHX Text Fill (197CY)

AutoCAD SHX Text Replace Aggregate 0.25' depth (3.3 Tons) and Asphalt 0.25' depth (3.6 Tons)

AutoCAD SHX Text Remove Slide Material (73 CY)

AutoCAD SHX Text Reinstall existing 24" Dia culvert half round down drain with new stakes.

AutoCAD SHX Text Remove Slide Material (73 CY) 6' Height perpendicular to Slope 11' Length Parallel to slope Reestablish Ditch

AutoCAD SHX Text Fill (197CY) 25' high parallel to slope 8.5' deep perpendicular to slope

AutoCAD SHX Text Replace 3" Aggregate and 3" Asphalt

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

DA

VI

S

MP

0.

2.3

23S05 Capinero MP 0.19- MP 2.38

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

CAPINERO MP 0.19 - 2.38

AutoCAD SHX Text Compact subgrade and Replace Aggregate: 22 Tons

AutoCAD SHX Text Compact subgrade and Replace Aggregate: 9.1 Tons

AutoCAD SHX Text Compact subgrade and Replace Aggregate: 2.2 Tons

AutoCAD SHX Text Compact subgrade and Replace Aggregate: 40 Tons

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NONE

AutoCAD SHX Text

MP 0.19

AutoCAD SHX Text

MP 2.36-2.38

MP 1.06

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

CA

PI

NE

RO

M P

3.6 7 &

5.

23S05 Capinero MP 3.67 & MP 5.48

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

CAPINERO MP 3.67 & 5.48

AutoCAD SHX Text Remove the top 5' of fill that settled. Recompact and reconstruct fill (148 CY). Place Aggregate 95'L x 14'W x 3"T (23 Tons)

AutoCAD SHX Text Remove the top 5' of fill that settled, recompact and reconstruct fill. Place Aggregate.

AutoCAD SHX Text Compact subgrade and Replace Aggregate: 31 Tons

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NONE

AutoCAD SHX Text MP 3.67 Plan View

AutoCAD SHX Text MP 3.67 Cross Section

MP 5.48

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

JA

CK

R

AN

CH

M

P 0.2

24S05 Jack Ranch MP 0.25

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

JACK RANCH MP 0.25

AutoCAD SHX Text Fill washout under overside drain flume, reshape road surface to drain to overside drain

AutoCAD SHX Text Shape and recompact earth berm on fill side. Remove debris and compact fill slope

AutoCAD SHX Text raise grade of the filled area and shape to drain to the overside drain

AutoCAD SHX Text clean and reshape the ditch for 100' to the culvert inlet

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NONE

AutoCAD SHX Text To 23S05 Capinero

To Forest Boundary, HWY 155

CROSS SLOPE

TRAVELED WAY

3" MIN - 6" MAX

CLEARING DETAIL ON CURVED PORTION OF ROADS

CLEARING LIMITS

TRAVELED WAY

14'

REMOVE VEGETATION AND

SMALL TREES FROM BOTTOM

OF DRAINAGE DITCH

X Y

10'

CUT TREE LIMBS AT

TRUNK. DO NOT REMOVE

TREE IF OUTSIDE OF

CLEARING LIMITSBACKSLOPE

LEAVE SMALL SHRUBS ON

FILL SLOPE THAT DO NOT

BLOCK LINE OF SITE.

20'8'8'4'4'

FILL SLOPE

Y <300'S.D.

FILL SLOPE

Y >300'S.D.

CUT SLOPE

X

FILL SLOPE

Y

CUT SLOPE

Y

CURVES (MAX)TANGENTS

NOTES:

1. ROADS AND LIMITS OF CLEARING WILL BE IDENTIFIED BY WORK

ORDERS ISSUE BY THE GOVERNMENT.

2. PRIOR TO CLEARING CONFIRM METHOD OF VEGETATIVE DEBRIS

DISPOSAL; REMOVAL, SCATTERING OR CHIPPING.

3. DO NOT PLACE DEBRIS AS TO CLOG DRAINAGE STRUCTURES.

4. X' AND Y' APPLY ONLY TO THE SITE DISTANCE ON THE INSIDE OF THE

CURVES.

5. WITHIN THE CLEARING AREA AND BEYOND 4' FROM ROADBED, TREES

8" DBH AND LARGER SHALL BE LIMBED. ALL OTHER VEGETATIVE

MATERIALS (EXCEPT ELDERBERRY TREES) SHALL BE REMOVED.

6. CLEARING LIMITS SHALL EXTEND TO OUTSIDE EDGE OF DITCH OR

BACK OF BERM.

7. SAW BRANCHES FLUSH WITH TRUNK RATHER THAN CUT TREE.

8. CLEARING FOR SIA AND FLUME SHALL, AS A MINIMUM, BE 2-FT (0.61-M)

TO EACH SIDE OF THE STRUCTURE AND 2-FT (0.61-M) ABOVE THE

STRUCTURE.

LENGTHTOFROMROAD NO.

L

CROSS SLOPE

C

CLEARING DETAIL ON TYPICAL FILL ROADS

CLEARING DETAILS ON TYPICAL CUT ROADS

LC

FILL SLOPE

ROAD WAY

BACKSLOPE

3" MIN - 6" MAX

SH

O

U

LD

ER

SH

O

U

LD

ER

CLEARING LIMITS

BACK OF BERM TO EDGE OF ROAD BED

ROAD BED

SH

O U

LD

ER

SH

O

U

LD

ER

CLEARING LIMITS

BACK EDGE DITCH TO EDGE OF ROAD BED

ROAD BED

TRAVELED WAY

LF

ROAD-

SIDE

DITCH

FILL SLOPE

BACKSLOPE

BERM

REMOVE SMALL TREES THAT

WILL GROW TO BLOCK LINE OF

SITE. SEE NOTE #5

VEGETATION CLEARING TABLE

ALL ROADS

AS NEEDED

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

CL

EA

RI

NG

T

YP

IC

AL

CLEARING TYPICAL

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

CLEARING TYPICAL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

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.

BOTTOM OF ROLLING DIP

CREST OF ROLLING DIP

DOWNGRADE

60°

-2% TO -4%

75' 35'

60°

18" MIN.

ROLLING DIP FOR PASSENGER

VEHICLE ML3 ROADS

PLAN VIEW PLAN VIEW

PROFILE ROLLING DIP PROFILE ROLLING DIP

PERSPECTIVE VIEW PERSPECTIVE VIEW

2% OUT-SLOPE MIN. 2% OUT-SLOPE MIN.

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

RO

LL

IN

G

DI

P

TY

PI

CA

L

ROLLING DIP TYPICAL

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

ROLLING DIP TYPICAL

AutoCAD SHX Text

%%UNOTES:

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

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

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

SI

A

TY

PI

CA

L

SPILLWAY INLET ASSEMBLY (SIA) TYPICALS

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

SIA TYPICAL

AutoCAD SHX Text

BOTH DIMENSIONS 5.0'

AutoCAD SHX Text

WHEN INSTALLED IN SAG

AutoCAD SHX Text

1.5:1 SLOPE

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 0.5'

AutoCAD SHX Text

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

AutoCAD SHX Text

FACE OF BERM

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 0.5

AutoCAD SHX Text

FILL SLOPE

AutoCAD SHX Text

.064" GALV. STEEL

AutoCAD SHX Text

FILL SLOPE

AutoCAD SHX Text

NATIVE GROUND

AutoCAD SHX Text

1 FT.

AutoCAD SHX Text

5 FT.

AutoCAD SHX Text

NATIVE GROUND

AutoCAD SHX Text

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 1 RIPRAP TYP. PLACE 1 TON.

AutoCAD SHX Text

MACHINE-PLACED CLASS 1 RIPRAP TYP. PLACE 1 TON.

AutoCAD SHX Text

TO DRAIN

AutoCAD SHX Text

CROSS SECTION NO SCALE

AutoCAD SHX Text

CROSS SECTION NO SCALE

AutoCAD SHX Text

DOWNGRADE

AutoCAD SHX Text

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"

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

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:

BIG MAC

NOTE:

NOTE:

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

CU

LV

ER

T

AN

D

BI

G

MA

C

TY

PI

CA

L

CULVERT AND BIG MAC TYPICALS

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

CULVERT AND BIC MAC TYPICAL

AutoCAD SHX Text

CAMBER:

AutoCAD SHX Text

12 INCHES EXCEPT THAT THE SLOPE

AutoCAD SHX Text

FROM INLET TO CENTERLINE SHALL

AutoCAD SHX Text

NOT BE LESS THAN 1%.

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

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

AutoCAD SHX Text

FACTORY REFORMED ENDS OF CORRUGATED PIPE AND

AutoCAD SHX Text

THAT MEET THE REQUIREMENTS OF SUBSECTION 602

AutoCAD SHX Text

ARE ACCEPTABLE. DIMPLED BANDS ARE NOT ACCEPTABLE

AutoCAD SHX Text

WHEN DEPTH OF FILL IS SHOWN ON THE DRAWINGS,

AutoCAD SHX Text

IT IS MEASURED FROM THE INVERT OF THE PIPE

AutoCAD SHX Text

TO THE FINISHED GRADE AT THE CENTERLINE OF THE ROAD.

AutoCAD SHX Text

WHEN "CONSTRUCT MINIMUM FILL" IS SHOWN

AutoCAD SHX Text

ON THE DRAWINGS, THE COVER OVER THE PIPE

AutoCAD SHX Text

SHALL BE 18" AT THE SHOULDER OF THE ROAD.

AutoCAD SHX Text

SEE SECTION A-A.

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

TOP OF CUT

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

4% MIN.

AutoCAD SHX Text

IN NATIVE DRAINAGE

AutoCAD SHX Text

CHANNEL

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text 18"

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

COVER

AutoCAD SHX Text 5'

AutoCAD SHX Text

SAME SLOPE

AutoCAD SHX Text

AS PIPE

AutoCAD SHX Text

NATIVE

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

INLET

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

2.5 SPAN (CMPA)

AutoCAD SHX Text

3 DIA. (CMP)

AutoCAD SHX Text 1'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

4 DIA. (CMP)

AutoCAD SHX Text

3 SPAN (CMPA)

AutoCAD SHX Text 2'

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

AutoCAD SHX Text

NATIVE GROUND

AutoCAD SHX Text

ELEVATION SHALL NOT BE

AutoCAD SHX Text

HIGHER THAN CENTERLINE OF PIPE.

AutoCAD SHX Text

1% OF LENGTH TO A MAXIMUM OF

AutoCAD SHX Text

MINIMUM. BANDS OF SPECIAL DESIGN THAT ENGAGE

AutoCAD SHX Text

EXCEPT WHEN CONNECTING TO EXISTING CUT CULVERTS.

AutoCAD SHX Text

TOE OF FILL

AutoCAD SHX Text

DOWNGRADE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 25'

AutoCAD SHX Text

TAPER BOTH DIRECTIONS

AutoCAD SHX Text

IN A SWALE.

AutoCAD SHX Text

CATCH BASIN SHALL

AutoCAD SHX Text

TOP OF CUT

AutoCAD SHX Text

PLACE CULVERT OUTLET

AutoCAD SHX Text

ON NATIVE GROUND OR

AutoCAD SHX Text

* 5' FROM PIPE EDGE OR

AutoCAD SHX Text

METAL END SECTION EDGE.

AutoCAD SHX Text

ALL JOINTS SHALL HAVE TAR COATING TO PREVENT LEAKS.

AutoCAD SHX Text

ROAD GRADE

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text

SLOPE SIDES OF CHANNEL

AutoCAD SHX Text

PIPE DIA

AutoCAD SHX Text 1 1/2 : 1

AutoCAD SHX Text L

AutoCAD SHX Text C

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

AutoCAD SHX Text

2.5 SPAN (CMPA)

AutoCAD SHX Text

3 DIA. (CMP)

AutoCAD SHX Text h

AutoCAD SHX Text b

AutoCAD SHX Text

STANDARD LENGTH 10'

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text W

AutoCAD SHX Text B

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text 58 "12"

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

AutoCAD SHX Text GALV. 3/8"x 1 1/2"x48" GALV. 3/8"x1 1/2" 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

AutoCAD SHX Text

BIG MAC

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 27"

AutoCAD SHX Text 36"

AutoCAD SHX Text 51 1/2"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 90 1/2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 84" X 15"

AutoCAD SHX Text 64" X 49"

AutoCAD SHX Text

AutoCAD SHX Text

SINGLE PIECE

AutoCAD SHX Text

SINGLE PIECE

AutoCAD SHX Text

TWO PIECE

AutoCAD SHX Text

VARIABLE WIDTH

AutoCAD SHX Text WHEN CULVERT IS INSTALLED IN A NATURAL DRAINAGE CHANNEL, CLEAR CHANNEL UPSTREAM FROM DEBRIS 20'-25'.

AutoCAD SHX Text ALL RIPRAP SHALL BE PLACED IN ACCORDANCE WITH SPECIFICATION 251, AND WHERE SHOWN ON THE WORK LISTS.

AutoCAD SHX Text INLET BASIN & CATCH BASINS SHALL BE CLEAN FROM SEDIMENT AND DEBRIS TO ALLOW FREE FLOW OF WATER. RESTORED BASINS TO ITS ORIGINAL SHAPE/DIMENSIONS TO MAXIMIZE CAPACITY.

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

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

14-16 FT. MIN. SUBGRADE WIDTH

2% MIN. INSLOPE

12-14 FT. MIN. TRAVELED WAY

REMOVE EXISTING BERM WHEN

LISTED IN THE WORK LIST OR

ODO SHEET. USE MATERIAL FOR

ROADBED RECONDITIONING.

COMPACTED SUBGRADE

2% MIN. OUTSLOPE

12-14 FT. MIN. TRAVELED WAY

14-16 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

RECONDITION ROADWAY PRISMS TO EXISTING WIDTHS

12-14' WIDE MINIMUM TRAVEL WAY (12' for ML 2; 14' for ML 3)

WITH 1' MINIMUM SHOULDERS EACH SIDE UNLESS NOTED

ON WORK LIST OR ODO SHEET. .

OUT-SLOPE ROADWAYS WHERE NEEDED TO MINIMIZE

WATER CONCENTRATION, EROSION, AND SEDIMENT

PRODUCTION.

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

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

SHOULDERS

SHOULDERS

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

RO

AD

S

TR

UC

TU

RE

(N

AT

IV

E) T

YP

IC

AL

ROAD STRUCTURE TYPICAL (NATIVE SURFACE)

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

ROAD STRUCTURE

(NATIVE) TYPICAL

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

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

14-16 FT. MIN. SUBGRADE WIDTH

2% MIN. INSLOPE

12-14 FT. MIN. TRAVELED WAY

REMOVE EXISTING BERM WHEN

LISTED IN THE WORK LIST OR

ODO SHEET. USE MATERIAL FOR

ROADBED RECONDITIONING.

COMPACTED SUBGRADE

2% MIN. OUTSLOPE

12-14 FT. MIN. TRAVELED WAY

14-16 FT. MIN. SUBGRADE WIDTH

TYPICAL AGGREGATE SURFACE CROSS SECTION

WITHOUT DITCH

TYPICAL AGGREGATE 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 THEIR

EXISTING LENGTHS AND WIDTHS.

RECONDITION ROADWAY PRISMS TO EXISTING WIDTHS

12-14' WIDE MINIMUM TRAVEL WAY ( 12' for ML 2; 14' for ML 3)

WITH 1' MINIMUM SHOULDERS EACH SIDE UNLESS NOTED

ON WORK LIST OR ODO SHEET.

OUT-SLOPE ROADWAYS WHERE NEEDED TO MINIMIZE

WATER CONCENTRATION, EROSION, AND SEDIMENT

PRODUCTION.

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

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

3" AGGREGATE SURFACE

3" AGGREGATE SURFACE

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

RO

AD

S

TR

UC

TU

RE

(A

GG

RE

GA

TE

) T

YP

IC

AL

ROAD STRUCTURE TYPICAL (AGGREGATE)

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

ROAD STRUCTURE

(AGGREGATE) TYPICAL

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE

LC

430(01) 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 3/4" HOT MIX ASPHALT FOR ALL

OVERLAYS, FULL DEPTH PATCHES, AND

PATCH PAVE.

EXISTING

SURFACE

LC

ED

G

E O

F

EX

IS

TI

N G

P

AV

ED

T

R

AV

EL

ED

W

AY

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 SKIN

PATCH OR OVERLAY.

ED

G

E O

F

EX

IS

TI

N G

P

AV

ED

T

R

AV

EL

ED

W

AY

418(01) HOT ASPHALT FULL DEPTH PATCH TYPE 1(FDP-1) WITH SUBGRADE REPAIR

TRAVELED WAY

EXISTING PAVEMENT

WITH OR WITHOUT DITCH -

ROADWAY OR FLAT BOTTOM

3"

REMOVE DAMAGED ASPHALT,

REPAIR SUBGRADE, AND REPAVE

WITH 3" HOT ASPHALT CONCRETE

418(02) HOT ASPHALT PAVEMENT FULL DEPTH PATCH TYPE 2(FDP-2)

TRAVELED WAY

3" AGGREGATE BASE

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.

30" 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

418(04) HOT ASPHALT OVERLAY (FULL LANE WIDTH)

HOT ASPHALT OVERLAY 2" THICK

EXISTING SUBSURFACE

EXISTING PAVEMENT

A TYPICAL TRANSITION TAPER

LC

430(01) 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

S E

Q U

O

IA

N A

T

IO

N A

L F

O R

E S

T

E.

M O

RT

O

N

AV

E.

, P

O

RT

ER

VI

LL

E, C A

Ph on e

9-

4-

-7

-1

HO

T

MI

X

TY

PI

CA

L

HOT MIX ASPHALT TYPICAL DETAILS

HU

ME

, K

ER

N

RI

VE

R, W

ES

TE

RN

D

IV

ID

E

DI

ST

RI

CT

S

FY

E

RF

O

RE

PA

IR

S

PR

OJ

EC

T

FY2023 ERFO REPAIRS PROJECT

HOT MIX TYPICAL

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 Project

AutoCAD SHX Text District

AutoCAD SHX Text Title

AutoCAD SHX Text

OF

AutoCAD SHX Text

%%UN.T.S.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

J. GONZALES

AutoCAD SHX Text

DATE