4. Drawing.pdf

PDF 4 MB Posted Feb 2, 2026

Attached to: Forest Service - GAOA Upper San Juan CG Renovation
Solicitation number: 127EAW26Q0009
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Feb 2, 2026

This document is a set of project design sheets for the GAOA Upper San Juan Campground Renovation project in 2025, located in the Cleveland National Forest, Trabuco Ranger District, Riverside County, California. The project involves renovation work at an existing campground facility accessible via California Route 74, approximately 9.7 miles southwest of Lake Elsinore or 18.7 miles east of Interstate 5 near San Juan Capistrano.

The project specifications and construction requirements are detailed across six sheets including site layout, notes, and typical construction details for culverts and asphalt pavement patching. Key contractor responsibilities include obtaining water from external sources, removing all project-generated debris and waste materials, obtaining a CALTRANS encroachment permit for work at the CA-74 intersection, and submitting a traffic control plan compliant with the Manual on Uniform Traffic Control Devices (MUTCD) 2009 version prior to work commencement. The contractor must contact USA (1-800-227-2600) or use the 811 national hotline before excavation to locate buried utilities. This is designated as a public works contract subject to Davis Bacon prevailing wages. Construction must comply with Federal Highway Project specifications (FP-14), California Department of Transportation specifications, and Forest Service supplemental specifications. The contractor is responsible for all quality control and testing, with Forest Service inspections conducted for government reference only. Materials must include weight tickets from commercial sources, and asphalt replacement must meet CALTRANS specifications with a job mix formula certificate dated within 12 months of delivery.

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PROJECT LOCATION

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

T-01 TITLE SHEET 4/15/2025

G-01 NOTES 4/15/2025

G-02 LAYOUT 4/15/2025

C-01 CULVERT TYPICAL 4/15/2025

C-02 CULVERT TYPICAL cont. 4/15/2025

C-03 XS TYPICAL 4/15/2025

DRIVING DIRECTION:

Coming from East side: from CA 74 intersection with Grand Ave, Lake Elsinore, head southwest on CA-74 for about 9.7 mi., destination is on the right.

Coming from West side: from ca 74 intersection with i-5 San Juan Capistrano, head east on ca-74 for about 18.7 mi., destination is on the left.

PREPARED BY:

APPROVED:

CIVIL ENGINEER DATE

FOREST ENGINEER DATE

DISTRICT RANGER DATE

4/1 5/2

5 1 4:

:\U

J C G_

_P 1.2

.3.

R05 PACIFIC SOUTHWEST REGION

CLEVELAND NATIONAL FOREST

RIVERSIDE COUNTY

CALIFORNIA

GAOA UPPER SAN JUAN CAMPGROUND RENOVATION-2025

INTERSTATE HIGHWAYS

U.S. HIGHWAYS

OREGON

NEVADA

IZO

N A

MEXICO

C A L I F O

R N I A

CLEVELAND NATIONAL FOREST

1000'

TO LAKE

ELSINORE

TO I-5,

SAN JUAN

CAPISTRANO

RECOMMENDED BY:1

4 mi.

Entrance

Project site

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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 TO OBTAIN WATER FROM OUTSIDE SOURCE, PRIVATE

OR MUNICIPAL WATER DISTRICT. NO ON-SITE WATER IS AVAILABLE FOR CONSTRUCTION.

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

FOREST LAND AND DISPOSED OF LEGALLY BY THE CONTRACTOR EXCEPT TOP SOIL AND

SLASH TO BE PRESERVED FOR POST CONSTRUCTION RESTORATION

4. 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)

5. WHEN STATE OF CALIFORNIA SPECIFICATIONS OR TYPICALS ARE REFERRED TO, THEY WILL

REPLACE RESPECTIVE FP-14 SPECIFICATIONS, DOWNLOAD IS AVAILABLE AT

https://dot.ca.gov/-/media/dot-media/programs/design/documents/ f00203402018stdspecs-a11y.pdf

AND

https://dot.ca.gov/-/media/dot-media/programs/design/documents/ 2018-std-plns-for-web-a11y.pdf

6. SOIL AND SEDIMENT CONTROL INFORMATION:

https://dot.ca.gov/-/media/dot-media/programs/construction/documents/ environmental-compliance/csbmp-may-2017-final.pdf

7. 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 PERMIT REQUIRED BY CALTRANS

AT INTERSECTION WITH STATE HIGHWAY CA-74. 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

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

PRIOR TO WORK STARTS.

8. ASPHALT AREAS FOR CUT AND REPAVE SHALL BE MARKED ON THE GROUND BY THE

CONTRACTOR AND VERIFIED BY THE FOREST SERVICE BEFORE REMOVAL. CARE SHOULD BE

TAKEN DURING SAW CUTTING OF EXISTING PAVEMENT TO AVOID BREAKOUT.

REPLACEMENT ASPHALT SHALL BE CALTRANS SPECS, THE CONTRACTOR TO PROVIDE COPY

OF CALTRANS JOB MIX FORMULA CERTIFICATE DATED WITHIN 12 MONTHS OF MATERIAL

DELIVERY IF THE CONTRACTOR DOESN'T WANT TO HAVE THE TESTS PERFORMED AT THEIR

OWN EXPENSE.

9. 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 AND PROVIDE UPDATE WHEN CHANGE TO

SCHEDULE OCCURS.

3. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES

INCLUDING UNDERGROUND UTILITIES CAUSED BY CONTRACTOR'S ACTIVITIES.

4. WORK NOT SPECIFIED IN THE SCHEDULE OF ITEMS BUT IS NECESSARY FOR THE

PERFORMANCE OF A PAY ITEM SHALL BE CONSIDERED INCIDENTAL TO THAT PAY

ITEM.

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. MINIMIZE EROSION AND POLLUTION- 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. SUBMIT EROSION AND EROSION CONTROL PLAN

TO THE CO FOR REVIEW AND SECURE APPROVAL BEFORE GROUND DISTURBANCE

BEGINS.

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

https://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.

9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CALTRANS ENCROACHMENT PERMIT

FOR WORK AT INTERSECTION TO CA-74.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 5/2

5 1 4:

:\U

J C G_

_P 1.2

.3.

PACIFIC SOUTHWEST REGION

GAOA UPPER

SAN JUAN

CAMPGROUND

RENOVATION-

CLEVELAND NATIONAL

FOREST

TRABUCO DISTRICT

NOTES

04/15/2025

T.LE

B.AUGHIINBAUGH

G-01 2 6

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STOP

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 5/2

5 1 4:

:\U

J C G_

_P 1.2

.3.

PACIFIC SOUTHWEST REGION

GAOA UPPER

SAN JUAN

CAMPGROUND

RENOVATION-

CLEVELAND NATIONAL

FOREST

TRABUCO DISTRICT

LAYOUT

04/15/2025

T.LE

B.AUGHIINBAUGH

G-02 3 6

PAVED SURFACE

TOILET

EXISTING WATER HAND PUMP

CULVERT(S)

PICNIC TABLE

ASPHALT CURB (DIKE)

WOODEN BARRIER

Feet

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D OR 12' MAX.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 6/2

3 1 6:

:\U

W H

P 7.8

.11 .12

.D W

R05

PACIFIC SOUTHWEST

GAOA UPPER

SAN JUAN

CAMPGROUND

RENOVATION-

CLEVELAND NATIONAL

FOREST

TRBUCO RANGER DISTRICT

CULVERT TYPICAL

04/15/2025

T.LE

B.AUGHINBAUGH

C-01 4 6

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CMP

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GROUND

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BEDDING MATERIAL

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FLOW LINE GRADE

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FILTER CLOTH

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SELECT MATERIAL

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ROCK FOUNDATION

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DRAIN BLANKET FOR

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MINIMUM EXCAVATION

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LIMITS

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CMP

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PROFILE GRADE

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EDGE OF ROAD

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ORIGINAL SLOPE

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ROAD CUT SLOPE

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CATCH BASIN

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SLOPE AS STAKED

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DITCH

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TOP OF CUT

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%%UCATCH BASIN DETAIL%%U

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GRANULAR BACKFILL FILTER MATERIAL

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FILTER MATERIAL GRADATION TABLE

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AASHTO T - 27 - 74

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SECTION A-A

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CMP

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ROAD EDGE

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CATCH BASIN, TOP OF CUT

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BOTTON OF CATCH BASIN CUT SLOPE

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NORMAL TOP OF CUT

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FLOW

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%%UINSTALLATION FOR SUSTAINED GRADES%%U

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SECTION C-C

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SLOPE

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HEIGHT OF CUT

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CATCH BASIN "A" DIMENSION

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%%UINSTALLATION FOR SAG VERTICAL CURVES%%U

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CMP

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BOTTOM OF DITCH

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BOTTOM OF CATCH BASIN

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EDGE OF ROAD

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CMP

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SEE ENERGY DISSIPATOR

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%%UCULVERT SECTION%%U

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TYPICAL PIPE BEDDING AND EXCAVATION DETAIL

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SUBGRADE

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SLOPE VARIES

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CONSTRUCT AS STAKED

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12" MIN.

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EXISTING

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GROUND

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INTRODUCE CAMBER UNDER

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CENTER OF FILL TO PROVIDE

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CAMBER 1% OF PIPE LENGTH

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NOTE:

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BE AT STREAM GRADE, UNLESS DESIGNATED

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OTHERWISE ON DRAWINGS.

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PIPE INVERT AT INLET AND OUTLET OF PIPE SHALL

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FOR SETTLEMENT, MINIMUM

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NOTE:

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WHERE X-SLOPE AT OUTLET IS LESS THAN PIPE

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GRADIENT, INVERT OF OUTLET SHALL BE ONE

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FOOT ABOVE TOE OF FLLL SLOPE.

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SECTION B-B

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PROFILE GRADE

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EXISTING GROUND

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%%UMETHOD OF BACKFILLING PIPE

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MIN.

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FILTER MATERIAL

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EXISTING

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CMP

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MIN.

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DETAIL

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CMP

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MIN.

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GROUND

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MIN.

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GROUND

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EXISTING

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CMP

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 6/2

3 1 6:

:\U

W H

P 7.8

.11 .12

.D W

R05

PACIFIC SOUTHWEST

GAOA UPPER

SAN JUAN

CAMPGROUND

RENOVATION-

CLEVELAND NATIONAL

FOREST

TRBUCO RANGER DISTRICT

CULVERT TYPICAL

04/15/2025

T.LE

B.AUGHINBAUGH

C-02 5 6

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INCHES

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DIA. IN

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PIPE

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DIMENSIONS IN INCHES

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B(MAX)

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1 PC

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1 PC

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1 PC

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1 PC

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1 PC

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1 PC

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2 PC

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2 PC

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2 PC

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2 PC

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3 PC

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3 PC

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3 PC

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3 PC

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3 PC

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SLOPE

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APPROX.

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BODY

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THICK ALUMINUM SIDES AND 0.38" STEEL OR 0.135" ALUMINUM CENTER

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PANELS. WIDTH OF CENTER PANELS SHALL BE GREATER THAN 20% OF THE

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PIPE PERIPHERY. MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH

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ARE TO BE TIGHTLY JOINED BY 3/8"%%C GALVANIZED RIVETS OR BOLTS.

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REINFORCED EDGES SHALL BE SUPPLEMENTED WITH GALVANIZED STIFFENER

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ANGLES FOR THE 60" THRU 84" ROUND, 77"X52" AND 83"X57" PIPE-ARCH

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SIZES. THE ANGLES SHALL BE 2"X2"X1/4" FOR THE 60" THRU 72"

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ROUND, 77"X52" AND 83"X57" PIPE-ARCH SIZES AND 2 1/2"X2 1/2"X1/4"

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FOR 78" AND 84" ROUND. THE ANGLES SHALL BE ATTACHED BY 3/8"

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GALVANIZED NUTS AND BOLTS.

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ANGLE REINFORCEMENT SHALL BE PLACED UNDER THE CENTER PANEL SEAMS

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ON THE 77"X52" AND 83"X57" PIPE ARCH SIZES.

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TOE PLATE SHALL BE FURNISHED WHEN SPECIFIED. PUNCH 7/16' C/L HOLES

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IN TOE PLATE TO MATCH HOLES IN SKIRT. TOE PLATE SHALL BE ATTACHED

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WITH 3/8" BOLTS.

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END OF PIPE SHALL BE FINISHED WITH ANNULAR CORRUGATIONS TO

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CONFORM TO FLARED END SECTION SO THAT NO LEAKAGE RESULTS FROM

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THE CONNECTION.

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WHEN ALUMINUM END SECTIONS ARE FURNISHED, ALL HARDWARE SHALL BE

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ALUMINUM. MATERIAL TYPE SHALL MATCH THE MATERIAL OF THE CMP AND

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BE GALVANIZED STEEL OR AUMINUM ALLOY.

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RIPRAP SHALL BE PLACED TO A MINIMUM DEPTH OF 18". RIPRAP TOE

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FILL PROTECTION SHALL BE OF THE SAME TYPE AND CLASS AS

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DESIGNATED FOR THE ENERGY DISSIPATOR FOR EACH INSTALLATION.

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RIPRAP SHALL BE PLACED THE FULL LENGTH OF FILL SLOPE.

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GENERAL NOTES:

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PIPE DIAMETER

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REINFORCED EDGE

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MOUNT PER MFG.

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SKIRT

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OPTIONAL TOE PLATE

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%%U TYPICAL PLAN

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%%U TYPICAL ELEVATION

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DETAIL WHERE DESIGNATED ON DRAWINGS.

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%%U TYPICAL RIPRAP DETAIL

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WARP SLOPE OF EMBANKMENT TO

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CONFORM TO METAL END SECTION.

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SLOPE

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BEDDING MATERIAL 4" (MIN)

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TOE PLATE EXTENSION WHEN REQUIRED

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SKIRT

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%%U TYPICAL CROSS SECTION

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CONNECTOR LUG

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PIPE PAY LENGTH

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THREADED ROD

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FOR 12" THROUGH 24" ONLY

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%%U TYPE 1

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PIPE PAY LENGTH

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THREADED ROD

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ROD HOLDER

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FOR 30" THROUGH 36" AND

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21" X 15" THROUGH 57" X 38"

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%%U TYPE 2

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FOR 42" THROUGH 84" AND

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64" X 43" THROUGH 83" X 57"

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%%U TYPE 3

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%%U STANDARD CONNECTORS

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ROUND CULVERTS

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ALL 3 PC BODIES SHALL HAVE 0.109" THICK STEEL SIDES OR 0.105"

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%%U METAL END SECTION

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IN INCHES

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THICKNESS

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STEEL

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RISE

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DIMENSIONS IN INCHES

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B(MAX)

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1 PC

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1 PC

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1 PC

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1 PC

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1 PC

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1 PC

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2 PC

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2 PC

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2 PC

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2 PC

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3 PC

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SLOPE

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APPROX.

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SPAN

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PIPE ARCH.

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IN INCHES

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ARCH CULVERTS

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INSTALL RIPRAP FILL PROTECTION PER TYPICAL

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NOTE:

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ROAD GRADE

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SPECIFICATION

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%%U TYPICAL ELEVATION ARCH

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REINFORCED EDGE

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12" C. TO C.

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SKIRT

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MAX. SPCG

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PIPE PAY LENGTH

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STANDARD COUPLING BAND

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CONNECTOR SECTION

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12" AVAILABLE

FOR ALL SIZES

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.)

6 IN. AB

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 5/2

5 1 4:

:\U

J C G_

_P 1.2

.3.

PACIFIC SOUTHWEST REGION

GAOA UPPER

SAN JUAN

CAMPGROUND

RENOVATION-

CLEVELAND NATIONAL

FOREST

TRABUCO DISTRICT

04/15/2025

T.LE

B.AUGHIINBAUGH

C-03 6 6

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USJ CG_2025_p1.2.3

Sheets and Views

USJ CG_2025_p1.2.3-Cover

USJ CG_2025_p1.2.3-Notes

USJ CG_2025_p1.2.3-Layout

p4.5

Sheets and Views

WH Construction Details p7.8.11.12-Culvert Typ

WH Construction Details p7.8.11.12-Flare End Typ

USJ CG_2025_p6

Sheets and Views

Patching

File details come from the government source that posted it. Updated Feb 2, 2026.