6. GAOA Chilao Design Drawings.pdf

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Forest Service - GAOA - Chilao Campground Complex - Water System Rehabilitation
Solicitation number
127EAW25R0028
Issued by

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This document is a set of design drawings for the Chilao Campground Complex Water System Rehabilitation project in the Angeles National Forest, prepared by the United States Department of Agriculture Forest Service. The 15-sheet drawing set provides detailed technical specifications for water infrastructure improvements, including water pipeline installations, road and stream crossings, valve box configurations, well rehabilitation, and tank repairs across multiple locations like the Station Tank, Manzanita Tanks, and ALPS Wells.

Key technical components include replacing existing 2" galvanized steel pipes, road pulverization and paving, stream crossing pipe installations, valve box replacements, well rehabilitation for five different wells (ALPS Wells 001-005), tank coating and crack rehabilitation, and various infrastructure connections. The project covers approximately 9,250 linear feet of water pipeline, involves road work, and includes specific rehabilitation tasks for tanks, valves, and wells. The design drawings are dated 2/28/25 and provide precise engineering details for contractors, including trench bedding specifications, road cross-sections, and valve configuration diagrams.

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Other files

File Type Posted
Amendment A00001 - 127EAW25R0028 - Chilao Campground Complex - Water System Rehabilitation.pdf PDF
12. RFI Form - Chilao Campground Complex.docx DOCX document
2. Schedule Of Items.docx DOCX document
Solicitation 127EAW25R0028 - Chilao Campground Complex - Water System Rehabilitation (GAOA).pdf PDF
5. GAOA Chilao Specifications.pdf PDF
1. SOW - Chilao Campground Complex.pdf PDF
7. GAOA Chilao FSSS.pdf PDF
8. GAOA Chilao Minimization Measures.pdf PDF
9. GAOA Chilao Photos.pdf PDF
11. Davis-Bacon Act WD - CA20250017.pdf PDF
3. Chilao Schematic 1999.pdf PDF
4. Chilao System Historical Drawing.pdf PDF
10. Fire Plan.pdf PDF
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FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

CHIALO CAMPGROUND COMPLEX

DIRECTIONS FROM NEAREST FOREST SERVICE OFFICE:

FROM ARCADIA SUPERVISOR'S OFFICE, TRAVEL ON I-210 WEST FOR ~12 MILES TAKING EXIT 20 FOR

CA-2/ANGELES CREST HWY TOWARDS LA CANADA FLINTRIDGE. PROCEED ~26 MILES ON

CA-2/ANGELES CREST HWY/ANGELES SCENIC BYWY UNTIL YOU REACH THE CHILAO CAMPGROUND

AREA ON THE LEFT HAND SIDE. 34.326768, -118.005877

GREAT DIVIDE DISTRICT OFFICE

22223 STATE HIGHWAY 13

GLIDDEN, WI 54527

WATER SYSTEM REHABILITATION

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR

DATE

RO FACILITIES PROGRAM MANAGER

DATE

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CALIFORNIA

LOS ANGELES

(R05) PACIFIC SOUTHWEST REGION

ANGELES NATIONAL FOREST

SAN GABRIEL MOUNTAINS NATIONAL MONUMENT

INDEX OF SHEETS

SHEET

SHEET TITLE DATE

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COVERSHEET

AutoCAD SHX Text 2/28/25

AutoCAD SHX Text G-02

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GENERAL NOTES

AutoCAD SHX Text 2/28/25

AutoCAD SHX Text G-03

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OVERALL LAYOUT

AutoCAD SHX Text 2/28/25

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BASE BID ITEMS

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STATION CONNECTION OPTION ITEMS

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MANZANITA CONNECTION OPTION ITEMS

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STATION TANK REHAB OPTION ITEMS

AutoCAD SHX Text 2/28/25

AutoCAD SHX Text C-05

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MANZANITA TANK REHAB OPTION ITEMS

AutoCAD SHX Text 2/28/252/28/25

AutoCAD SHX Text C-06

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WELL REHAB OPTION ITEMS

AutoCAD SHX Text 2/28/25

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PIPE DETAILS

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STREAM CROSSING DETAILS

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TYPICAL ROAD DETAILS 1

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TYPICAL ROAD DETAILS 2

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WELL REHAB DETAILS

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VALVE BOX DETAILS

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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

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(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

GENERAL NOTES

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

G-02 002 15

AutoCAD SHX Text General Notes: 1. The contractor shall at once report to the Contracting Officer (CO) any The contractor shall at once report to the Contracting Officer (CO) any errors, inconsistencies or omissions discovered in the contract documents and with information furnished by the U.S. Forest Service. If the contractor performs any construction activity knowing it involved a recognized error, without such notice to the CO, the contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable costs for correction. 2. All sections mentioned below refer to "Standard Specifications for All sections mentioned below refer to "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects", FP-14 latest edition, Federal Highways Administration. Specifications are in US customary units. 3. All instances in contracting documents which refer to "Plans" or "Project All instances in contracting documents which refer to "Plans" or "Project Plans", "Drawings" or "Project Drawings" refer to this set of drawings. 4. It is highly recommended that contractor visit the site to clarify site It is highly recommended that contractor visit the site to clarify site access for all equipment and material deliveries. All existing site features are approximate and shall be verified by the contractor. 5. Water availability for the contractor use from Forest Service Water availability for the contractor use from Forest Service Infrastructure cannot be guaranteed. All water is considered incidental to individual work items. Contractor shall secure their own water source and water secured shall be free of all deleterious material. 6. Prior to construction COR and Contractor will flag appropriate areas for Prior to construction COR and Contractor will flag appropriate areas for parking, storing and material stockpile areas. 7. No telephone will be available for contractor use and there is no network No telephone will be available for contractor use and there is no network connectivity in remote areas. Contractor is permitted to use sanitary facilities at the Picnic Area. 8. All Staging areas, bypass locations and other areas disturbed by All Staging areas, bypass locations and other areas disturbed by construction activities shall be restored to previous condition as approved by CO. 9. Clean up and jobsite safety: Contractor shall clean up all debris on a Clean up and jobsite safety: Contractor shall clean up all debris on a daily basis. Contractor shall at all times secure and cover all tools, building materials, shoring and scaffolding in such a manner that persons cannot climb on them or have access to them. 10. Contractor shall remove from Forest Service land all material generated Contractor shall remove from Forest Service land all material generated by on-site activities and not used in the final product. 11. Contractor shall submit a schedule of work for approval at least 10 Contractor shall submit a schedule of work for approval at least 10 business days prior to start of work. 12. The General Contractor shall control and supervise the performance of The General Contractor shall control and supervise the performance of the work of various disciplines prior to and during respective performance of work. 13. All construction activities shall be in accordance with caltrans storm All construction activities shall be in accordance with caltrans storm water pollution control best management practices and Forest Service provided BMP's. Contractor shall submit to the COR a written storm water management plan at least 5 business days prior to beginning work. In the event of inclement weather, this plan shall include actions to provide protective covering for excavated or soil stockpile areas and all work in progress. 14. Caltrans storm water quality handbook, Construction Site Best Management Caltrans storm water quality handbook, Construction Site Best Management Practices Manual can be purchased from the California Department of Transportation, Publications Distribution Unit, (916) 445-3520. Caltrans Best Management Practices, WM-8 Waste Management, procedures shall be followed for all construction activities where slurries containing asphalt concrete or portland cement concrete are generated, such as from saw cutting, grinding, and grooving, and where concrete trucks and other concrete coated equipment are washed on site. 15. Soil erosion and storm water pollution control measures shall be in Soil erosion and storm water pollution control measures shall be in accordance with Section 157 Soil Erosion Control and Caltrans Best Management Practices (BMP) SC-5 fiber roll. Only temporary fiber roll materials as listed in Caltrans BMP SC-5 are approved for use on this project. All applicable material shall be certified weed and seed free. 16. Control points for project are established by the Forest Service and will Control points for project are established by the Forest Service and will be provided at pre-construction conference. Contractor to be responsible for staking in accordance with Section 152 Construction Survey and Staking. All construction staking for elevation control, grade control, site layout, structure components and roadway shall be the responsibility of the contractor. Contractor shall stake location of all structure components for CO approval before any installation takes place. Approval of the construction staking will not relieve the contractor of the responsibility for maintaining the survey work and correcting errors, whether the errors are discovered during the actual survey work or in subsequent phases of the contract. Tie all new contours to existing. 17. It is the responsibility of the Contractor to ensure proper clearance for It is the responsibility of the Contractor to ensure proper clearance for their equipment. All Clearing and Grubbing shall be in accordance with Section 201 Clearing and Grubbing. All brush, stumps and trees within project limits that interfere with construction activities may be removed only with prior approval of COR. Contractor should notify the COR of any necessary Clearing and Grubbing at least 5 working days prior to the start of work. Construction slash shall be removed and disposed of off National Forest Land at a suitable disposal site or chipped in suitable locations determined by the Forest Service. Care shall be taken to avoid damaging all live trees. 18. All roadway pulverization and compaction shall be in accordance with All roadway pulverization and compaction shall be in accordance with Section 304 Full Depth Reclamation and Section 204.11 Compaction in the FP-14. All unsuitable or excess excavated material shall be placed in areas within project limits or as designated by the CO. Any imported material used in the project shall by from a commercial source and the contractor shall furnish a material certificate of compliance that meets all requirement and is clean and does not contain any noxious weeds or seeds. Imported materials shall be subject to approval by the CO 19. Written dimensions shall take precedence over scaled dimensions. Written dimensions shall take precedence over scaled dimensions. 20. All work shall be performed in accordance with applicable safety standards. All work shall be performed in accordance with applicable safety standards. 21. Asphalt concrete shall be hot bituminous plant mix (commercial source) per Asphalt concrete shall be hot bituminous plant mix (commercial source) per Caltrans inch Maximum (medium). Bituminous binder shall be PG 64-10, 4% to 12 inch Maximum (medium). Bituminous binder shall be PG 64-10, 4% to 6% by weight of dry mineral aggregate, Two (2) inch compacted thickness, in accordance with Section 418 Asphalt Pavement Full Depth Patch, Type 2. Asphalt tack coat to be furnished and carefully applied to surfaces where old and new asphalt meet and in accordance with Section 412 Asphalt Tack Coat. Asphalt tack coat is incidental to asphalt paving work. Only release agents approved by the contracting officer shall be used on this project. Substances used to coat asphalt transport trucks, asphalt trucks and asphalt spreading equipment shall not contain soap and shall be non-foaming and non-toxic. No diesel fuels or kerosene shall be used for cleaning tools or equipment at any time on this project. All areas where new asphalt ties to old asphalt shall be sealed with SS1H and sand after new asphalt has cured. The SS1H shall be placed to completely cover the seam and six (6) inches beyond the seam on both sides where the new asphalt ties to the existing asphalt.

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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

CHILAO VISITOR CENTER ENTRANCE

CHILAO CAMPGROUND

ACCESS

STATE HIGHWAY 2

(CALTRANS)

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

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PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

OVERALL LAYOUT

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

G-03 03 15

Feet

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EXISTING STATION WATER TANK

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EXISTING FIREBOX

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EXISTING FIREBOX

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EXISTING FIREBOX

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10,000 GAL CAPACITY

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VISITOR CENTER LINE TO STATION TANK

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STATION TANK TO STATION LINE

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CREEK CROSSING TO MANZANITA TANKS

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ROAD AND PIPELINE INFORMATION

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NAME

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LENGTH (FT)

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3N21 VISITOR CENTER TO STATION TANK ROAD

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VISITOR CENTER TO STATION TANK PIPELINE

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3N14A1 FIRE STATION, BARRACKS, HELISPOT ROAD

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STATION TANK TO FIRESTATION PIPELINE

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3N21 CREEK CROSSING TO MANZANITA LOOP ROAD

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CREEK CROSSING TO MANZANITA TANK PIPELINE

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AutoCAD SHX Text NOTES: 1. REPLACE EXISTING 2 " GALVANIZED STEEL PIPE WITH 2 " REPLACE EXISTING 2 " GALVANIZED STEEL PIPE WITH 2 " 12" GALVANIZED STEEL PIPE WITH 2 " 12" HDPE PIPE UNLESS EXPOSED, WHERE NEW 2 " GALVANIZED 12" GALVANIZED STEEL WILL BE USED. 2. PIPELINE WILL USE ALIGNMENT OF EXISTING PIPELINE AND PIPELINE WILL USE ALIGNMENT OF EXISTING PIPELINE AND VALVE BOXES BEING PLACED ALONGSIDE EXISTING PIPE THAT WILL BE LEFT IN PLACE. ALL COMPONENTS WITHIN VALVE BOXES WILL BE REPLACED IN KIND. 3. EXISTING CREEK CROSSING VALVE BOX WILL BE ABANDONED EXISTING CREEK CROSSING VALVE BOX WILL BE ABANDONED AND RELOCATED TO NEW SPOT WITH SAME PIPING CONFIGURATION AS EXISTING. 4. 2" WOODFORD STAND PIPES WILL BE USED FOR MARKED 2" WOODFORD STAND PIPES WILL BE USED FOR MARKED HYDRANT LOCATIONS AS LISTED IN SPECIFICATIONS.

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SILVER MOCCASIN TRAIL

EXISINTG LINE TO BE ABANDONED IN PALCE

CHILAO VISITOR CENTER ENTRANCE

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

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(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

BASE BID ITEMS

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

C-01 4 15Feet

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EXISTING STATION WATER TANK

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EXISTING FIREBOX

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10,000 GAL CAPACITY

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WORK ITEMS

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SPEC NUMBER AND SOURCE

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DESCRIPTION

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PAY UNIT

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QUANTITY

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WATER PIELINE INSTALLATION

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LF

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304.05 FP-14

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ROAD PULVERIZATION

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403.04 FP-14

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PAVING HMA 2"

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TON

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634.05 FP-14

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STRIPING AND DIRECTIONAL ARROWS

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LS

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CONCRETE LOW WATER CROSSINGS TO REMAIN, NO ASPHALT WORK PERFORMED ON THESE AREAS

ROAD AREAS OUTSIDE CONTRACT SCOPE AND WORK TO BE PERFORMED

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

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DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

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PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

STATION CONNECTION

OPTION ITEMS

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

C-02 5 15

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WORK ITEMS

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PAY UNIT

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FT

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304.05 FP-14

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EX. FIREBOX / STANDPIPE REHABILITATION

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*CONTRACTOR IS RESPONSIBLE FOR RETURNING SERVICE TO ALL EXISTING CONNECTIONS

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(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

MANZANITA

CONNECTION OPTION

ITEMS

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

C-03 6 15

Feet

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NEW LINE TO BE PLACED UNDER ROAD

EXISINTG LINE TO BE ABANDONED IN PALCE UNTIL IT REACHES THE ROAD

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

2/2 8/2

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V2

.D W

G;

(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

STATION TANK REHAB

OPTION ITEMS

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

C-04 7 15

Feet

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EXISTING STATION WATER TANK

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10,000 GAL CAPACITY

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STATION TANK COATING

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EA

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CRACK REHAB

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REHAB VALVE AND LADDER

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*CONTRACTOR IS RESPONSIBLE FOR RETURNING SERVICE TO ALL EXISTING CONNECTIONS

NOTES: 1. CONTRACTOR WILL DRAIN TANK, FIX CRACKS, AND APPLY COATING TO THE TWO CONTRACTOR WILL DRAIN TANK, FIX CRACKS, AND APPLY COATING TO THE TWO MANZANITA TANKS. 2. CONTRACTOR WILL INSTALL A LADDER, NEW FLOAT VALVE, AND LEVEL INDICATOR.CONTRACTOR WILL INSTALL A LADDER, NEW FLOAT VALVE, AND LEVEL INDICATOR.

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

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ARCHIVE NO.

DATE

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United States Department of Agriculture Forest Service

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V2

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G;

(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

MANZANITA TANK

REHAB OPTION ITEMS

02/27/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

C-05 8 15

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MANZANITA TANKS CCOATING

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TANKS CRACK REHABILITATION

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AutoCAD SHX Text NOTES: 1. CONTRACTOR WILL DRAIN TANK, FIX CRACKS, AND APPLY COATING TO THE TWO CONTRACTOR WILL DRAIN TANK, FIX CRACKS, AND APPLY COATING TO THE TWO MANZANITA TANKS. 2. CONTRACTOR WILL PAINT OUTSIDE OF TANK TO REMOVE GRAFFITI FROM THE CONTRACTOR WILL PAINT OUTSIDE OF TANK TO REMOVE GRAFFITI FROM THE MANZANITA TANKS.

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USFS MANZANITA TANKS 25,000 GAL CAPACITY EACH

CALTRANS TANKS (NOT IN SCOPE OF WORK)

STATE HIGHWAY 2

(CALTRANS)

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

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DATENO.

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United States Department of Agriculture Forest Service

2/2 8/2

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V2

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G;

(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

WELL REHAB OPTION

ITEMS

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

C-06 9 15

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ALPS WELL 001 REHAB

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ALPS WELL 002 REHAB

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ALPS WELL 003 REHAB

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ALPS WELL 004 REHAB

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AutoCAD SHX Text NOTES: 1. WELL 001 TO HAVE TO HAVE LID REPLACED AND PIPING REHABILITATED. WELL 001 TO HAVE TO HAVE LID REPLACED AND PIPING REHABILITATED. 2. WELL 002 TO HAVE PIPING REHABILITATED. WELL 002 TO HAVE PIPING REHABILITATED. 3. WELL 004 TO HAVE TOP REATTACHED TO ENCLOSURE AND PIPING REHABILITATED. WELL 004 TO HAVE TOP REATTACHED TO ENCLOSURE AND PIPING REHABILITATED. 4. WELL 005 TO HAVE PIPING REHABILITATED. WELL 005 TO HAVE PIPING REHABILITATED. 5. ALL WELL LOCATIONS WILL BE SECURED BY A FOREST SERVICE LOCK UPON ALL WELL LOCATIONS WILL BE SECURED BY A FOREST SERVICE LOCK UPON COMPLETION OF WORK. CONTRACTOR WILL CLEAR MATERIAL AROUND WELL SO IT CLOSES AND PROPERLY FUNCTIONS. 6. WELLS CAN BE ACCESSED BY FOOT VIA THE PACIFIC CREST TRAIL. BICYCLES AND WELLS CAN BE ACCESSED BY FOOT VIA THE PACIFIC CREST TRAIL. BICYCLES AND MOTORIZED VEHICLES ARE NOT ALLOWED.

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PACIFIC CREST TRAIL (SEE NOTES AND MINIMIZATION MEASURES)

ACCESS TO PACIFIC CREST TRAIL FROM ROAD INTERSECTION

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TYPICAL TRENCH BEDDING SECTION VIEW

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

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ARCHIVE NO.

DATE

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REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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V2

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G;

(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

PIPE DETAILS

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

D-01 10 15

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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

2/2 8/2

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V2

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(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

STREAM CROSSING

DETAILS

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

D-02 11 15

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EXISTING GROUND

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2-1/2" HDPE PIPE

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30" DEPTH

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CONCRETE ROADWAY

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ENCASE EXPOSED 2-1/2" G.S. PIPE IN

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AT STREAM CROSSING

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EXISTING CULVERT

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2-1/2" HDPE PIPE

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2-1/2" GALVINIZED STEEL PIPE

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2-1/2" GALVINIZED STEEL PIPE

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3" G.S. SLEEVE.

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SECURE TO CONCRETE USING

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STAINLESS STEEL STRUTS

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PIPE LINE DETAIL AT STREAM CROSSING SECTION VIEW

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18' TYP. WIDTH

EXISTING PAVED SURFACE AVERAGE 2"

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CONFIGURATION

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OR EXISTING SUBGRADE TO 95% MAX

DENSITY

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

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DRAWING SHEET NO.

DATENO.

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United States Department of Agriculture Forest Service

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V2

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G;

(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

TYPICAL ROAD DETAILS

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

D-03 12 15

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ALL EXISTING ROAD DRAINAGE AND INFRASTRUCTURE SHALL REMAIN IN PLACE, FOR MORE DETAILS SEE ROAD MINIMIZATION MEASURES

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PROJECT NAME

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V2

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(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

TYPICAL ROAD DETAILS

02/28/2025

K. HERNANDEZ

Z. BINVERSIE

R. LOPEZ

D-04 13 15

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ADJACENT ROADBED.

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BERM NOT REQUIRED WHEN DIP EMPTIES ONTO

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NATURAL GROUND OR IN INSLOPED ROADS.

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%%U PLAN VIEW

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MATERIAL EXCAVATED SHALL BE PLACED

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DOWN GRADE

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ORIGINAL SLOPE LINE

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20' MIN

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FLOW

FLOW

FLOW TO ALPS

WELLS BOX

FLOW

FLOW TO ALPS

WELLS BOX

HOSE BIB

FLOW

HB

HB

FILTERS

FLOW

FLOW TO ALPS WELLS BOX

FLOW TO ALPS WELLS BOX

FLOW TO ALPS

WELLS BOX

FLOW

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

2/2 8/2

5 1 1:

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(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

WELL REHAB DETAILS

02/28/2025

K. HERNANDEZ /

Z. BINVERSIE

R. LOPEZ

D-05 14 15

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LEGEND CHECK VALVE GATE VALVE CAPPED END FLOW METER SAMPLE TAP BALL VALVE

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%%UWELL 001

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%%UALPS WELLS

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%%UALPS WELLS BOX

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%%UPROPOSED WELL CONFIGURATION

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NOTES: 1. WELLS WILL BE REPIPED SO SOURCE WATER CAN BE SAMPLED, FLOW WELLS WILL BE REPIPED SO SOURCE WATER CAN BE SAMPLED, FLOW MEASUREMENTS TAKEN, AND FLOW CAN BE SHUT OFF AT THE SOURCE. 2. WELLS PROCEED TO ALPS WELL BOX BEFORE HEADING DOWN HIGHWAY 2 TO REACH WELLS PROCEED TO ALPS WELL BOX BEFORE HEADING DOWN HIGHWAY 2 TO REACH CHILAO SYSTEM.

MANZANITA

TANKS

TO CHILAO STATION &

MEADOWS CG

FLOW FROM

VISITOR CENTER

HB

Y-STRAINER

HB

PRESSURE

REDUCING

VALVE

PRESSURE GAUGE

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

2/2 8/2

5 1 1:

Z

AC

HA

RY

BI

NV

ER

SI

E

C:

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SE

RS

\Z

AC

HA

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BI

NV

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US

DA

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HI

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LA

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CO

NT

OU

RS

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OR

TC

AD

V2

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G;

(R5)

PACIFIC SOUTHWEST REGION

CHILAO GAOA

ANGELES NATIONAL

FOREST

SAN GABRIEL MOUNTAINS

NATIONAL MONUMENT

VALVE BOX DETAILS

02/28/2025

K. HERNANDEZ /

Z. BINVERSIE

R. LOPEZ

D-06 15 15

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%%UCREEK CROSSING

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%%UVISITOR CENTER TRAIL

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%%UPRV VALVE BOX

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%%UVALVE BOX

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Sheets and Views
Chilao_Contours_ExportCADv2-COVERSHEET
Chilao_Contours_ExportCADv2-NOTES
Chilao_Contours_ExportCADv2-OVERALL LAYOUT
Chilao_Contours_ExportCADv2-BASE BID OPTION
Chilao_Contours_ExportCADv2-OP STATION CONN
Chilao_Contours_ExportCADv2-OP MANZANITA CONN
Chilao_Contours_ExportCADv2-OP STATION TANK
Chilao_Contours_ExportCADv2-OP MANZANITA TANK
Chilao_Contours_ExportCADv2-OP WELL REHAB
Chilao_Contours_ExportCADv2-PIPE DETAIL
Chilao_Contours_ExportCADv2-STREAM CROSSING DETAIL
Chilao_Contours_ExportCADv2-TYPICAL ROAD DETAILS 1
Chilao_Contours_ExportCADv2-TYPICAL ROAD DETAILS 2
Chilao_Contours_ExportCADv2-WELL REHAB DETAIL
Chilao_Contours_ExportCADv2-VALVE BOX DETAILS

File details come from the government source that posted it. Updated .