Attachment 2. Drawings.pdf
PDF 4 MB Posted
- Attached to
- Forest Service - 3N17. 4 ERFO Road Repairs
- Solicitation number
- 127EAW25R0027
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of technical drawings for the 3N17.4 Atmospheric River Road Repairs project in the Angeles National Forest, prepared by the United States Department of Agriculture Forest Service. The drawings detail road repair and drainage infrastructure work across five sites, with both base bid and optional work items. Technical specifications include full depth reclamation, pulverization, compaction, asphalt overlay, embankment construction, rip rap installation, erosion control, and drainage structure improvements.
The drawings provide comprehensive technical details for 24-inch drainage components, including two headwall options, two starter options, and a flume option, all constructed from 14-gauge galvanized sheet metal. Work sites are located in Los Angeles County within the San Gabriel Mountains National Monument. The project involves repairing road sections damaged by atmospheric river events, with a total estimated project value between $250,000 and $500,000. The solicitation is a total small business set-aside, with a site visit scheduled for July 21, 2025, and proposal questions due by August 1, 2025.
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FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
3N17.4 ATMOSPHERIC RIVER ROAD REPAIRS
FROM THE ANGELES NATIONAL FOREST SUPERVISORS OFFICE, HEAD WEST ON I-210. CONTINUE 12.8
MILES ON I-210 AND TAKE EXIT NORTH ONTO HWY-2 ANGELES CREST HIGHWAY. IN APPROXIMATELY
10 MILES, TURN LEFT ONTO THE ANGELES FOREST HIGHWAY AT THE CLEAR CREEK INFO-STATION. IN
APPROXIMATELY 8 MILES, TURN RIGHT ONTO LAC-UPPER BIG TUJUNGA CANYON RD. CONTINUE FOR
3.5 MILES AND ARRIVE AT THE MILL CREEK SUMMIT, FOREST SERVICE ROAD 3N17.4 WILL BE ON YOUR
LEFT.
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER
DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR
DATE
RO FACILITIES PROGRAM MANAGER
DATE
2/1 2/2
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CALIFORNIA
LOS ANGELES COUNTY
R05 PACIFIC SOUTHWEST
ANGELES NATIONAL FOREST
SAN GABRIEL MOUNTAINS NATIONAL MONUMENT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
01 COVERSHEET 02/12/2025
G-01 GENERAL NOTE 02/12/2025
G-02 OVERALL SITE PLAN 02/12/2025
C-01 BASE BID SITE 5 02/12/2025
C-02 OPTION ITEM SITE 4 02/12/2025
C-03 OPTION ITEM SITE 3 AND 2 02/12/2025
C-04 OPTION ITEM SITE 1 02/12/2025
D-01 ROAD DETAILS 02/12/2025
D-02
ROAD DETAILS (2)
02/12/2025
D-03 DRAIN STAKING DETAILS 02/12/2025
D-04 HEADWALL OPTION 1 02/12/2025
D-05 STARTER OPTION 1 02/12/2025
D-06 HEADWALL OPTION 2 02/12/2025
D-07 STARTER OPTION 2 02/12/2025
D-08 FLUME OPTION 2 02/12/2025
ANGELES NATIONAL FOREST SO
701 N SANTA ANITA AVE
ARCADIA, CA 91006
3N17 MILL CREEK SUMMIT
JUNCTION WITH ANGELES
FOREST HIGHWAY
General Notes:
1. 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 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 Plans", "Drawings" or "Project
Drawings" refer to this set of drawings.
4. 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 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 parking, storing and material stockpile areas.
7. No telephone will be available for contractor use and there is limited 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 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 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 by on-site activities and not used in the final product.
11. 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 work of various disciplines prior to and during respective performance of work.
13. 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 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 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 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 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 Section 304 Full Depth Reclamation, 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.
20. All work shall be performed in accordance with applicable safety standards.
21. Asphalt concrete shall be hot bituminous plant mix (commercial source) per Caltrans 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.
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 2/2
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PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
GENERAL NOTES
02/12/2025
Z.BINVERSIE
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X.XXX
G-01 002 15
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
OPTION ITEM
SITE 1
OPTION ITEM
SITE 2
OPTION ITEM
SITE 3
BASE ITEM
SITE 5
OPTION ITEM
SITE 4
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 2/2
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PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
OVERALL SITE PLAN
02/12/2025
Z.BINVERSIE
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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
2/1 2/2
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PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
BASE BID SITE 5
02/12/2025
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C-01 004 15
ASPHALT HMA CALTRANS 1/2 " TYPE A PG64-10
EMBANKMENT CONSTRUCTION
RIP RAP CALTRANS CLASS 1 (6")
OVERSIDE DRAIN AND FLUME ASSEMBLY
WORK ITEMS
SPEC DESCRIPTION UNIT
QUANTITY
304.05
FULL DEPTH RECLAMATION, PULVERIZATION, COMPACTION AND GENERAL
SAWCUT
SF 3850
204 EMBANKMENT CONSTRUCTION CY 600
403 ASPHALT TON 70
251 RIP RAP CY 5
629.05
EROSION CONTROL BLANKET, TYPE 3.B
SY 800
606 DRAINAGE STRUCTURE AND ROLLING DIP EA 1
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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
2/1 2/2
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PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
OPTION ITEM SITE 4
02/12/2025
Z.BINVERSIE
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X.XXX
C-02 005 15
ASPHALT HMA CALTRANS 1/2 " TYPE A PG64-10
EMBANKMENT CONSTRUCTION
RIP RAP CALTRANS CLASS 1 (6")
OVERSIDE DRAIN AND FLUME ASSEMBLY
WORK ITEMS
SPEC DESCRIPTION UNIT QUANTITY
304.05
FULL DEPTH RECLAMATION, PULVERIZATION, COMPACTION AND GENERAL
SAWCUT
SF 1302
403 ASPHALT TON 24
251 RIP RAP CY 1
629.05
EROSION CONTROL BLANKET, TYPE 3.B
SY 200
606 DRAINAGE STRUCTURE AND ROLLING DIP EA 1
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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 2/2
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PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
OPTION ITEM SITE 3 AND
02/12/2025
Z.BINVERSIE
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C-03 006 15
ASPHALT HMA CALTRANS 1/2 " TYPE A PG64-10
EMBANKMENT CONSTRUCTION
RIP RAP CALTRANS CLASS 1 (6")
OVERSIDE DRAIN AND FLUME ASSEMBLY
WORK ITEMS
SPEC DESCRIPTION UNIT
QUANTITY
304.05
FULL DEPTH RECLAMATION, PULVERIZATION, COMPACTION AND
GENERAL SAWCUT
SF 8546
403 ASPHALT TON 155
251 RIP RAP CY 3
629.05
EROSION CONTROL BLANKET, TYPE 3.B
SY 400
606 DRAINAGE STRUCTURE AND ROLLING DIP EA 3
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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
2/1 2/2
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PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
OPTION ITEM 1
02/12/2025
Z.BINVERSIE
Z.BINVERSIE
X.XXX
C-04 007 15
ASPHALT HMA CALTRANS 1/2 " TYPE A PG64-10
EMBANKMENT CONSTRUCTION
RIP RAP CALTRANS CLASS 1 (6")
OVERSIDE DRAIN AND FLUME ASSEMBLY
WORK ITEMS
SPEC DESCRIPTION UNIT QUANTITY
304.05
FULL DEPTH RECLAMATION, PULVERIZATION, COMPACTION AND GENERAL
SAWCUT
SF 1382
403 ASPHALT TON 25
251 RIP RAP CY 1
629.05
EROSION CONTROL BLANKET, TYPE 3.B
SY 60
606 DRAINAGE STRUCTURE AND ROLLING DIP EA 1
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18' TYP. WIDTH
EXISTING PAVED SURFACE AVERAGE 2"
EXISTING SLOPE VARIABLE
CONSTRUCTION LIMITS IF DITCH RECONSTRUCTION REQUIRED
TYPICAL EXISTING SECTION (N.T.S.)
VARIES
MAINTAIN EXISTING
INSLOPE CONFIGURATION
EXISTING SLOPE VARIES
CONSTRUCTION LIMITS TYP.
NEW ASPHALT OVERLAY 2"
TYPICAL SECTION
EXISTING DITCH
(N.T.S.)
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
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 2/2
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PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
ROAD DETAILS
02/12/2025
Z.BINVERSIE
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D-01 008 15
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ADJACENT ROADBED.
(2) BERM NOT REQUIRED WHEN DIP EMPTIES ONTO
NATURAL GROUND OR IN INSLOPED ROADS.
B EC
G
H
(SEE SCHEDULE)
SKEWED
AS STAKED
DOWN GRADE BREAK WITH
GRADE CROSS SLOPE
CROSS SLOPE
BERM OR DIKE
12" MIN. HEIGHT
PLAN VIEW
% OF GRADE UNDER 5 8 9 10 1276
"A" LENGTH 45' 50' 55' 60' 65' 70' 80
2.8' 3.0'2.6'2.5'2.3'2.2'2.1'"D" DEPTH
DIMENSION SCHEDULE
PROFILE B.C.E.
PROFILE F.G.H
NOTES:
(1) MATERIAL EXCAVATED SHALL BE PLACED
BY COMPACTION METHOD SPECIFIED FOR
H
F
G
D
1/2"/D
B
C
E
VARIES VARIES
10' MIN. VERT. CURVES
"A"20'
VARIES "A"
(SEE SCHEDULE)
F
PERSPECTIVE VIEW
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 2/2
5 1 6:
Z
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JP
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R05
PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
ROAD DETAILS (2)
02/12/2025
Z.BINVERSIE
Z.BINVERSIE
X.XXX
D-02 009 15
AutoCAD SHX Text C
AutoCAD SHX Text C
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DOWN GRADE
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ORIGINAL SLOPE LINE
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ORIGINAL
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GRADE LINE
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20' MIN
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(MIN)
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RIPRAP PLAN VIEW SECTION B-B
NOTES:
INLET ASSEMBLY PLAN
SPILLWAY INLET ASSEMBLY &
FLUME INSTALLATION - TYP.
24" FLUME BOLTHOLE PLAN
SECTION A-A
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 2/2
5 1 6:
Z
AC
HA
RY
BI
NV
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C:
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JP
.D W
G;
R05
PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
DRAIN STAKING DETAILS
02/12/2025
Z.BINVERSIE
Z.BINVERSIE
X.XXX
D-03 010 15
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
1. ADJOINMENT OF INLET, STARTER, AND FLUME SECTIONS SHALL
AutoCAD SHX Text BE MADE WITH 1/2"x2" BOLTS, 1/2" NUTS AND LOCK WASHERS.
AutoCAD SHX Text
INSTALL WITH BOLT HEAD ON THE INSIDE. ALL HARDWARE SHALL
AutoCAD SHX Text
BE HOT-DIPPED GALVANIZED.
AutoCAD SHX Text
2. FIELD PUNCHED HOLES SHALL BE DEBURRED. EXPOSED METAL
AutoCAD SHX Text
SHALL BE COATED WITH ZINC DUST-ZINC OXIDE AND EXTERIOR
AutoCAD SHX Text
ALUMINUM PAINT.
AutoCAD SHX Text
3. ANCHOR STAKES SHALL BE ATTACHED WITH NO. 9 SINGLE STRAND
AutoCAD SHX Text
MULTIPLE TIE GALVANIZED. STEEL WIRE THROUGH TWO FIELD
AutoCAD SHX Text
HOLES, 2" APART, LOCATED EACH SIDE OF ANCHOR STAKE.
AutoCAD SHX Text
4. EROSION PROTECTION AND RIP-RAP TO BE INSTALLED WHERE
AutoCAD SHX Text
FEASIBLE. IF PROTECTION WHERE SOIL IS NOT FEASIBLE, MATERIAL
AutoCAD SHX Text
MATERIAL AT OUTLET TO BE OPENED AND FLARED TO ALLOW
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DRAINAGE. USE NATIVE ROCK IF NO SEPARATE PAY ITEM
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2:1 LAYBACK
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TIEWIRE (TYP.)
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RECTANGULAR
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ATTACHMENT
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(BOTH SIDES)
AutoCAD SHX Text N.T.S.
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EDGE OF TRAVELED WAY
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TOP OF EARTH BERM
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STARTER SECTION
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SPILLWAY INLET ASSEMBLY
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2:1 LAYBACK
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EA. SIDE OF
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FLUME
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INLET SECTION
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SPILLWAY INLET
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NATURAL GROUND
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OR FILL SLOPE
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10 FT. STANDARD LENGTH
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2'-4"(12"SIZE) 3'-6"(24"SIZE)
AutoCAD SHX Text
BUILT-UP EARTH BERM
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'±
AutoCAD SHX Text
EDGE OF TRAVELED WAY
AutoCAD SHX Text
BLEND TOP OF STANDARD EARTH BERM TO TOP OF INLET SECTION WING. SEE NOTE #5.
AutoCAD SHX Text
FIELD PUNCH 1/2" HOLES
AutoCAD SHX Text
OVERLAP 4"± AT ALL JOINTS, UPPER SECTION INSIDE
AutoCAD SHX Text
NATURAL GROUND OR FILL SLOPE
AutoCAD SHX Text
USE NATIVE ROCK MATERIAL IF NO SEPARATE PAY ITEM. SEE NOTE #4.
AutoCAD SHX Text
%%USTARTER SECTION
AutoCAD SHX Text
%%UINLET SECTION
AutoCAD SHX Text
FLUME
AutoCAD SHX Text
CALTRANS CLASS 1 6" RIPRAP
AutoCAD SHX Text 3'
AutoCAD SHX Text 10'
AutoCAD SHX Text 6'
AutoCAD SHX Text A
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3' STANDARD
AutoCAD SHX Text
EARTH BERM
AutoCAD SHX Text
ANCHOR STAKE (TYP.)
AutoCAD SHX Text
(2) EACH JOINT
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INSTALL VERTICALLY
AutoCAD SHX Text
TIE WIRE, TYP.
AutoCAD SHX Text
1/2" HOLE - 1 EACH SIDE
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LOCATE ONE ANCHOR POST AT THE
AutoCAD SHX Text
MID POINT OF THE UPPER INLET WING
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AND ONE NEAR THE CONNECTION POINT
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WITH THE STARTER UNIT, BOTH SIDES.
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IF TEE POST IS USED, ROTATE SO THAT
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TWO TIPS TOUCH EACH SIDE OF INLET.
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SEE NOTE #3.
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1/2" HOLES
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(I EACH SIDE FOR 12" FLUMES)
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(2 EACH SIDE FOR 24" FLUMES)
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(12" FLUMES REQUIRE ONE HOLE EACH SIDE)
AutoCAD SHX Text
(24" FLUMES REQUIRE TWO HOLES EACH SIDE)
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TOTAL FLUME LENGTH AS
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SHOWN ON SCHEDULE.
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ANCHOR STAKE (TYP.)
AutoCAD SHX Text
(2) EACH JOINT
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INSTALL VERTICALLY
AutoCAD SHX Text
1/2" HOLES - 2 EACH
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SIDE FOR 24" FLUMES
AutoCAD SHX Text
(2 PER 24" FLUMES)
AutoCAD SHX Text N.T.S.
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FLUME
AutoCAD SHX Text
HARDWARE
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LEAVE AT 3" OR CUT FLUSH
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IF NATURAL GROUND IS BELOW
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TOP OF FLUME
AutoCAD SHX Text 1-3/8"x 1-3/8"x 7/64"
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STANDARD COMMERCIAL
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PAINTED STUDDED TEE
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POST
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FLUME SECTION
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text 1'
AutoCAD SHX Text
RIPRAP OUTLET
AutoCAD SHX Text
COMPACTED BERM
AutoCAD SHX Text
PROTECTION.
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ASSEMBLY
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2'-0.25"
R1.5"
R1.5"
2'-0.25"
1'-11.5"
1"
7.2"
1"
7.2" 7.2"
1"
0.4" TYPICAL
1"
1"
6'-0"
2'-.25"
2'-.25"
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 2/2
5 1 6:
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HA
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BI
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C:
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JP
.D W
G;
R05
PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
HEADWALL OPTION 1
02/12/2025
Z.BINVERSIE
Z.BINVERSIE
X.XXX
D-04 011 15
24" HEADWALL OPTION 1
* MATERIAL-14 GUAGE GALVANIZED SHEET METAL
AutoCAD SHX Text F
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1'-11.5"
1.0"
7.2"
2.0"
2.0"
1.0"
R0.5"
R0.5"
0.4" TYPICAL
7.2" 7.2"
1.0"
2'-6"
2'-9.8"
R7"
1.5"
1.5"
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 2/2
5 1 6:
Z
AC
HA
RY
BI
NV
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C:
\U
SE
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\Z
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OA
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\E
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O 3N
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S
JP
.D W
G;
R05
PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
STARTER OPTION 1
02/12/2025
Z.BINVERSIE
Z.BINVERSIE
X.XXX
D-05 012 15
24" STARTER
OPTION 1
* MATERIAL-14 GUAGE GALVANIZED SHEET METAL
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R3"
1.25"
1.25"
5.5"
R
R
6'-3.8"
1"
1"
8"
1.25"
1.25"
2'-0"
2'-0"
2'-3.8"
R3"
R
0.4" Drill Hole Typical.
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 2/2
5 1 6:
Z
AC
HA
RY
BI
NV
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C:
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S
JP
.D W
G;
R05
PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
HEADWALL OPTION 2
02/12/2025
Z.BINVERSIE
Z.BINVERSIE
X.XXX
D-06 013 15
24" HEADWALL OPTION 2
* MATERIAL-14 GUAGE GALVANIZED SHEET METAL
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R0.5"
1.25" 1.25"
1.25"
1.25"
2'-6"
8"
1.62"
1.0"
1.0"
8.0"
2'-3.8"
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 2/2
5 1 6:
Z
AC
HA
RY
BI
NV
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SI
E
C:
\U
SE
RS
\Z
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OA
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\E
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O 3N
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SI
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S
JP
.D W
G;
R05
PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
STARTER OPTION 2
02/12/2025
Z.BINVERSIE
Z.BINVERSIE
X.XXX
D-07 014 15
24" STARTER OPTION 2
* MATERIAL-14 GUAGE GALVANIZED SHEET METAL
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8.0"
1.0"
1.0"
1'-10.1"
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 2/2
5 1 6:
Z
AC
HA
RY
BI
NV
ER
SI
E
C:
\U
SE
RS
\Z
AC
HA
RY
BI
NV
ER
SI
E\
DO
W
NL
OA
DS
\E
RF
O 3N
.4
SI
TE
S
JP
.D W
G;
R05
PACIFIC SOUTHWEST
3N17.4
ATMOSPHERIC
RIVER DAMAGE
ANGELES NATIONAL
FOREST
SAN GABRIEL MOUNTAINS
NATIONAL MONUMENT
FLUME OPTION 2
02/12/2025
Z.BINVERSIE
Z.BINVERSIE
X.XXX
D-08 015 15
24" FLUME OPTION 2
* MATERIAL-14 GUAGE GALVANIZED SHEET METAL
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| Sheets and Views |
| erfo 3n17.4 sites JP-Model |
| erfo 3n17.4 sites JP-COVERSHEET |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-GENERAL NOTES |
| MODEL |
| erfo 3n17.4 sites JP-OVERALL SITE PLAN |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-BASE BID SITE 5 |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-OPTION ITEM SITE 4 |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-OPTION ITEM SITE 3 AND 2 |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-OPTION ITEM SITE 1 |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-ROAD DETAILS |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-ROAD DETAILS (2) |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-DRAIN STAKING DETAILS |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-HEADWALL OPTION 1 |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-STARTER OPTION1 |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-HEADWALL OPTION 2 |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-STARTER OPTION 2 |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-FLUME OPTION 2 |
| OLE1 |
| MODEL |
| erfo 3n17.4 sites JP-GENERAL NOTES.pdf |
| Sheets and Views |
| GENERAL NOTES |
| OLE1 |
| MODEL |
File details come from the government source that posted it. Updated .