4. Drawings.pdf

PROJECT LOCATION

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

T-01 TITLE SHEET 1/6/2021

G-01 NOTES 1/6/2021

C-01 WATERLINE 1/6/2021

C-02 QTY 1/6/2021

C-03 SITE LAYOUT 1/6/2021

C-04 XS TYPICAL 1/6/2021

C-05 XS TYPICAL 1/6/2021

C-06 DUMPSTER PAD 1/6/2021

DRIVING DIRECTION:

GOOGLE MAPS SEARCH ADDRESS: 32405 CA-74, LAKE ELSINORE, CA 92530 (ACROSS 32353 ORTEGA HIGHWAY, LAKE ELSINORE, CA)

EAST SIDE: FROM CA 74 INTERSECTION WITH GRAND AVE LAKE ELSINORE, HEAD SOUTHWEST ON CA-74 FOR 5.3 mi., DESTINATION IS ON THE RIGTH.

WEST SIDE: FROM CA 74 INTERSECTION WITH I-5 SAN JUAN CAPISTRANO, HEAD EAST ON CA-74 FOR 22.9 MI., DESTINATION IS ON THE LEFT.

PREPARED BY:

APPROVED:

CIVIL ENGINEER DATE

FOREST ENGINEER DATE

DISTRICT RANGER

DATE

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R05 PACIFIC SOUTHWEST REGION

CLEVELAND NATIONAL FOREST

RIVERSIDE COUNTY

CALIFORNIA

GAOA RENOVATE EL CARISO CAMPGROUND REPAVE CAMPGROUND

INTERSTATE HIGHWAYS

U.S. HIGHWAYS

OREGON

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CLEVELAND NATIONAL FOREST

1000'

5.3 mi. TO

GRAND AVE,

LAKE ELSINORE

22.9 mi. TO I-5, SAN JUAN

CAPISTRANO

N

RECOMMENDED BY:

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PROJECT SITE

WORK NOTES:

1. PROVIDE COPIES OF WEIGHT TICKETS FOR MATERIAL DELIVERED TO THE SITE FROM

COMMERCIAL SOURCES.

2. THE CONTRACTOR IS RESPONSIBLE FOR WATER.

3. ALL PROJECT GENERATED DEBRIS AND WASTE MATERIAL SHALL BE REMOVED FROM

THE FOREST LAND AND DISPOSED OF LEGALLY BY THE CONTRACTOR.

4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CALTRANS ENCROACHMENT

PERMIT FOR WORK AT INTERSECTION TO CA-74.

5. UNLESS SPECIFIED OTHERWISE, STANDARD SPECIFICATIONS FOR ROADS AND

BRIDGES ON FEDERAL HIGHWAY PROJECTS APPLY; FP-14 IS AVAILABLE ON-LINE AT

https://flh.fhwa.dot.gov/resources/specs/fp-14/fp14.pdf AND FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (attached in contract document)

6. IF STATE OF CALIFORNIA SPECIFICATIONS OR TYPICAL ARE REFERRED TO,

DOWNLOAD IS AVAILABLE AT

http://www.dot.ca.gov/hq/esc/oe/construction_contract_standards/std_specs /2015_StdSpecs/2015_StdSpecs.pdf

AND

http://www.dot.ca.gov/hq/esc/oe/project_plans/HTM/stdplns-US-customary-units-new15.htm

7. BMPs, FIBER ROLLS SOIL AND SEDIMENT CONTROL INFORMATION:

http://www.dot.ca.gov/hq/construc/stormwater/CSBMP-May-2017-Final.pdf

8. ALL CONSTRUCTION AND ASSOCIATED ACTIVITIES SHALL BE LIMITED WITHIN

CAMPGROUND BOUNDARY AND SHALL NOT INTERFERE PUBLIC TRAFFIC ON STATE

HIGHWAY. THE CONTRACTOR IS RESPONSIBLE FOR ANY STATE PERMIT IF REQUIRED.

TEMPORARY TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2009 VERSION, ELECTRONIC COPY IS

AVAILABLE AT

http://mutcd.fhwa.dot.gov/pdfs/2009r1r2/mutcd2009r1r2edition.pdf

9. ASPHALT AREAS FOR CUT AND REPAVE ARE MARKED ON THE GROUND BY THE

FOREST SERVICE. CARE SHOULD BE TAKEN DURING SAW CUTTING OF EXISTING

PAVEMENT TO AVOID BREAKOUT.

10. QUALITY CONTROL AND TESTING AS REQUIRED BY SPECIFICATIONS IS THE

CONTRACTOR RESPONSIBILITY, INSPECTIONS CONDUCTED BY FOREST SERVICE

EMPLOYEES ARE FOR THE GOVERNMENT REFERENCE PURPOSES ONLY.

GENERAL NOTES:

1. THIS IS A PUBLIC WORKS CONTRACT. DAVIS BACON PREVAILING WAGES APPLY.

2. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE C.O.

PRIOR TO THE START OF WORK

3. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE C.O. FOR

APPROVAL PRIOR TO ANY WORK

4. WORK NOT SPECIFIED IN THE SCHEDULE OF ITEMS SHALL BE CONSIDERED

INCIDENTAL TO OTHER PAY ITEMS

5. BEFORE ANY EXCAVATION ACTIVITIES BEGIN, THE CONTRACTOR SHALL CONTACT

A SERVICE TO LOCATE ANY BURIED UTILITIES. USA=1-800-227-2600 , THE

NATIONAL 811 NUMBER, OR THE WEBSITE http:/www.call811.com

6. EROSION PREVENTION AND CONTROL DURING OPERATIONS- SET THE MINIMUM

CONSTRUCTION LIMITS NEEDED FOR THE PROJECT AND CONFINE DISTURBANCE

WITHIN THIS AREA. MONITOR & MAINTAIN EROSION CONTROLS (I.E. SILT FENCES,

STRAW WATTLES, ETC) AS NEEDED THROUGH CONSTRUCTION AND REMOVE

THEM ONCE SOURCES OF EROSION ARE ELIMINATED

7. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF CHAPTERS 10, 11, & 12.2

IN THEIR ENTIRETY OF "WATER QUALITY MANAGEMENT FOR NATIONAL FOREST

SYSTEM LANDS IN CALIFORNIA BEST MANAGEMENT PRACTICES" DATED

SEPTEMBER 2000

http://www.fs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb5362512.pdf.

8. EQUIPMENT, FOR THIS PROJECT, IF DRIVEN ON STATE OR COUNTY ROADS SHALL

BE CURRENTLY LICENSED AND SHALL BE WEED FREE BEFORE MOBILIZED TO

PROJECT SITE.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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PACIFIC SOUTHWEST REGION

GAOA RENOVATE EL

CARISO CAMPGROUND

REPAVE CAMPGROUND

CLEVELAND

NATIONAL FOREST

TRABUCO DISTRICT

NOTES

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 8/2

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REPAVE CAMPGROUND

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TRABUCO DISTRICT

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 8/2

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R05

PACIFIC SOUTHWEST REGION

GAOA RENOVATE EL

CARISO CAMPGROUND

REPAVE CAMPGROUND

CLEVELAND

NATIONAL FOREST

TRABUCO DISTRICT

QUANTITIES

1/4/2021

T.Le

T.Le C-02

D.Anderson

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EXISTING PAVEMENT STRUCTURE

ASPHALT PAVEMENT PATCHING - FINISHED STRUCTURAL SECTION

ASPHALT CONCRETE PAVEMENT PATCHING,

SECTION 418, TYPE 2, AS MARKED BY THE CO

EXISTING NATIVE

SUBGRADE

EXISTING PAVEMENT 1.5" TYP.

EXISTING

ASPHALT

SAW CUT

NEW HOT MIX ASPHALT; 1/2" MIX, 91% MAX DENSITY

COMPACTION, MATCH EXISTING GRADE

COMPACTED PER SECTION 204.11(c)

95% OF MAX DENSITY

NOTE:

1. SAW CUT TO REMOVE EXISTING SURFACE STRUCTURE TO SUBGRADE, AVOID OR MINIMIZE

SUBGRADE DISTURBANCE

2. REMOVE ANY LOOSE ASPHALT BROKEN BY SAW CUTTING PROCESS

3. COMPACT SUBGRADE

4. APPLY TACK COAT ON VERTICAL SURFACES OF CUT AREA

5. PLACE NEW HOT MIX ASPHALT AND COMPACT

EDGE OF ROAD

EXISTING

ASPHALT

SAW CUT

SAW CUT AS

MARKED

EDGE OF ROAD

PLAN VIEW

TACK COAT VERTICAL SURFACE 0.15 Gal / SQYDTACK COAT

SAW CUT AS

MARKED SAW CUT AS

MARKED

SAW CUT AS

MARKED

12' TYP.

(N.T.S.) (N.T.S.)

(N.T.S.)

EXISTING PAVEMENT STRUCTURE

ASPHALT PAVEMENT PATCHING - FINISHED STRUCTURAL SECTION

EXISTING NATIVE

SUBGRADE

EXISTING PAVEMENT

EXISTING ASPHALT

SAW CUT

NEW HMA, MATCH EXISTING GRADE

NOTE:

1. SAW CUT TO REMOVE EXISTING SURFACE STRUCTURE TO SUBGRADE, AVOID OR MINIMIZE

SUBGRADE DISTURBANCE

2. REMOVE ANY LOOSE ASPHALT BROKEN BY SAW CUTTING PROCESS

3. EXCAVATE UNSUITABLE MATERIAL OF DAMAGED AREAS TO STABLE SOIL, BACKFILL,

REGRADE, AND COMPACT SUBGRADE, C.O. APPROVAL.

4. PLACE AB, COMPACT, C.O. APPROVAL.

5. APPLY FULL COVERAGE TACK COAT ON VERTICAL SURFACES OF CUT AREA,

6. PLACE NEW HOT MIX ASPHALT AND COMPACT.

EXISTING ASPHALT

SAW CUT

TACK COAT VERTICAL SURFACE 0.15 Gal / SQYDTACK COAT

(N.T.S.)

(N.T.S.)

6 IN. AB

EXISTING NATIVE SURFACE SPACE, PROPOSED NEW PAVEMENT

EXISTING LOOP PAVEMENT, PROPOSED RESURFACING

EXISTING SPUR OLD PAVEMENT, PROPOSED RESURFACING

(AP LOC) PROPOSED NEW DUMPSTER PAD

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 8/2

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R05

PACIFIC SOUTHWEST REGION

EL CARISO

CAMPGROUND

RENOVATION

CLEVELAND

NATIONAL FOREST

TRABUCO DISTRICT

LAYOUT

1/4/2021

T.Le

T.Le C-03

D.Anderson

N

NOTES:

INSTALL NEW HMA SPACES AND DUMPSTER PADS WITH AGGREGATE SUBBASE AS STAKED BY THE CO. CUT

AND REPAVE TREE ROOT DAMAGE TO ROAD NEAR GATE. INSTALL 2 FOOT DEEP TREE ROOT BARRIER PER

MANUFACTURER INSTRUCTIONS ALONG EDGE OF ROAD, USE DEEPROOT UB 24-2 TREE ROOT BARRIER OR

SIMILAR.

NO WATER SOURCES AVAILABLE ON PROJECT SITE.

THE CONTRACTOR MAY USE STAGING AREAS ON FOREST LAND APPROVED BY THE CONTRACTING OFFICER.

USFS BEST MANAGEMENT PRACTICES APPLY.

AutoCAD SHX Text

22' WIDTH - ROADSIDE LOOP SPUR

AutoCAD SHX Text 2:1 (C > 3')

AutoCAD SHX Text 3:1 (C = 0'-3')

AutoCAD SHX Text

CUT SLOPE (TYP.)

AutoCAD SHX Text

FILL SLOPE

AutoCAD SHX Text 3:1 (F = 0'- 3')

AutoCAD SHX Text

NATIVE

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text 2:1 (F > 3')

AutoCAD SHX Text

18' WIDTH - SINGLE SPUR

AutoCAD SHX Text 1'

AutoCAD SHX Text 1'

AutoCAD SHX Text

2" ASPHALT SURFACE

AutoCAD SHX Text

16' & 20' WIDTH

AutoCAD SHX Text

1. COMPACTED SUBBASE SHALL BE A TOTAL OF 4"COMPACTED SUBBASE SHALL BE A TOTAL OF 4"

AutoCAD SHX Text

WOOD BARRIER, TYPICAL

AutoCAD SHX Text

4" CALTRANS CLASS II COMPACTED AGGREGATE BASE

AutoCAD SHX Text

4" COMPACTED PULVERIZED BASE MIX OR CLASS II AGGREGATE BASE

AutoCAD SHX Text 1'

AutoCAD SHX Text 1'

AutoCAD SHX Text

FILL SLOPE TYP

AutoCAD SHX Text 3:1 (F = 0'- 3')

AutoCAD SHX Text 2:1 (F > 3')

AutoCAD SHX Text 2:1 (C > 3')

AutoCAD SHX Text 3:1 (C = 0'-3')

AutoCAD SHX Text

CUT SLOPE (TYP.)

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

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WIDTH VARIES, SEE LAYOUT

EXISTING PAVED SURFACE AVERAGE 2"

EXISTING SLOPE VARIABLE

CONSTRUCTION LIMITS IF DITCH RECONSTRUCTION REQUIRED

TYPICAL EXISTING SECTION (N.T.S.)

VARIES

MAINTAIN EXISTING

CONFIGURATION

EXISTING SLOPE VARIES

CONSTRUCTION LIMITS TYP.

NEW ASPHALT OVERLAY ON

LEVELING/SEALING COURSE

TYPICAL SECTION

(N.T.S.)

EXISTING DITCH

TYPICAL EXISTING ERODED EDGE

ROCK SLOPE PROTECTION

MATCH EXISTING OR 2H : 1V

PLACE SUBBASE GRADATION A PER FP-14, SECTION

301, COMPACT TO 95% MAX DENSITY

ROAD SURFACE

ROAD SURFACE

(N.T.S.)

(N.T.S.)

REMOVE VEGETATION

AND UNSUITABLE

MATERIAL

CROSS SLOPE VARIES

EXISTING BASE VARIES 0 - 4"

EXISTING SLOPE VARIABLE

EXISTING SLOPE VARIABLE

COMPACT PULVERIZED ASPHALT BASE

OR EXISTING SUBGRADE TO 95% MAX

DENSITY

DEEPROOT UB 18-2 OR SIMILAR, PRUNE

AND REMOVE ASPHALT DAMAGING ROOT.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 8/2

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PACIFIC SOUTHWEST REGION

GAOA RENOVATE EL

CARISO CAMPGROUND

REPAVE CAMPGROUND

CLEVELAND

NATIONAL FOREST

TRABUCO DISTRICT

XS TYPICAL

1/4/2021

T.Le

T.Le C-04

D.Anderson

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

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AutoCAD SHX Text S

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NOTE:

1. EXCAVATE AND COMPACT SUBGRADE PAR FP-14 SECTION

204 TO RECEIVE AGGREGATE BASE, AVOID OR MINIMIZE

SUBGRADE DISTURBANCE, CONSERSE TOP SOIL AND

SCATTER PER CO DIRECTION WHILE MAINTAIN NATURAL

SURFACE FLOW, OBTAIN C.O. APPROVAL.

2. PLACE AB, COMPACT, OBTAIN C.O. APPROVAL.

3. PLACE NEW HOT MIX ASPHALT AND COMPACT.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 8/2

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R05

PACIFIC SOUTHWEST REGION

GAOA RENOVATE EL

CARISO CAMPGROUND

REPAVE CAMPGROUND

CLEVELAND

NATIONAL FOREST

TRABUCO DISTRICT

XS TYPICAL

1/4/2021

T,Le

T.Le C-05

D.AndersonNOTES:

SPUR WIDENING AND DUMPSTER PADS LOCATION WILL BE

STAKED ON THE GROUND BY THE CO.

AutoCAD SHX Text Slope to drain

AutoCAD SHX Text

HMA CURB

AutoCAD SHX Text

NEW PAVEMENT TYPICAL

AutoCAD SHX Text

NEW HMA PG 64-10

AutoCAD SHX Text

COMPACTED (METHOD 301.05) 3/4" MAX AGGREGATE BASE

AutoCAD SHX Text

PRIME COAT (WEATHER PENDING)

AutoCAD SHX Text COMPACT PER FSSS 204.11(e)

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

NEW HMA PG 64-10

AutoCAD SHX Text

OLD PAVEMENT

AutoCAD SHX Text

SAW CUT EXISTING FOR CLEAN INTERFACE APPLY TACK COAT

AutoCAD SHX Text

NEW PAVEMENT TYPICAL

AutoCAD SHX Text

TRANSITION TYP. 10'

AutoCAD SHX Text

EXISTING OLD PAVED SURFACE ELEVATION

AutoCAD SHX Text

EXISTING CONCRETE OR PAVEMENT ELEVATION

AutoCAD SHX Text

FINISH EVELATION

AutoCAD SHX Text

NEW HMA

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/2 8/2

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R05

PACIFIC SOUTHWEST REGION

GAOA RENOVATE EL

CARISO CAMPGROUND

REPAVE CAMPGROUND

CLEVELAND

NATIONAL FOREST

TRABUCO DISTRICT

DUMPSTER PAD -

1/4/2021

W.Hosseini

T.Le C-06

D.Anderson

NOTES:

INSTALL 2 DUMPSTER PADS OF SIMILAR TYPE

INSTALLATION OF ASPHALT RAMP CONNECTING CAMPGROUND LOOP TO CONCRETE PAD IS

INCIDENTAL.

DUMPSTER PAD SHALL BE WITHIN +/-1% TO HORIZONTAL LEVEL.

AutoCAD SHX Text

6" CURB ON THREE SIDES OF PAD.

AutoCAD SHX Text

TAPERED TO 5" AT TOP OF CURB.

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

#4 REBAR

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

#4 REBAR AT 32" ON CENTER

AutoCAD SHX Text

CURB

AutoCAD SHX Text NOTE: A MINIMUM OF 2" OF CONCRETE COVERAGE SHALL BE OBTAINED ABOVE, BELOW AND ON ALL SIDES OF REBAR.

AutoCAD SHX Text

TYP. PARKING SPUR

AutoCAD SHX Text

DUMPSTER PAD

AutoCAD SHX Text

CAMPGROUND LOOP

AutoCAD SHX Text

CONCRETE PAD (SEE CONCRETE PAD DETAILS)

AutoCAD SHX Text

ASPHALT (SEE TYPICAL XS DETAILS)

AutoCAD SHX Text

TYP. PARKING SPUR

AutoCAD SHX Text

DUMPSTER PAD

AutoCAD SHX Text

ASPHALT (SEE TYPICAL XS DETAILS)

AutoCAD SHX Text

A CONCRETE DUMPSTER PAD

AutoCAD SHX Text

CONCRETE DUMPSTER PAD

AutoCAD SHX Text

ASPHALT DUMPSTER PAD

AutoCAD SHX Text

ASPHALT CURB (SEE CURB DETAILS)

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

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