Attachment 4. Drawings.pdf
PDF 14 MB Posted
- Solicitation number
- 127EAW24R0025
- Issued by
-
Department of Agriculture Forest Service
About this file
The provided document appears to be Attachment 4. Drawings related to the federal contract opportunity 127EAW24R0025 - GAOA Sawmill & Bear Campground Renovations.
The solicitation is for the renovation of the Sawmill and Bear Campground facilities in the Angeles National Forest, with an estimated project cost between $500,000 and $1,000,000. This is a Total Small Business Set-Aside opportunity. Key details include a mandatory pre-proposal site visit on May 21, 2024, and a deadline of May 22, 2024 for submitting Requests for Information (RFIs). Failure to inspect the site will not be grounds for a claim after contract award. The drawings provided in Attachment 4 likely contain details about the specific renovation work required for the Sawmill and Bear Campground facilities.
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VICINITY MAP
SHEET OF
United States Department of Agriculture Forest Service
GREAT AMERICAN OUTDOORS ACT
SAWMILL & BEAR CAMPGROUND RENOVATIONS
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
RO PROGRAM MANAGER DATE
4/1 5/2
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CALIFORNIA
LOS ANGELES COUNTY
(R05) PACIFIC SOUTHWEST REGION
ANGELES NATIONAL FOREST
SAN GABRIEL MOUNTAINS NATIONAL MONUMENT / LOS ANGELES GATEWAY RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVERSHEET
2 GENERAL NOTES C-00
3 LIEBRE-SAWMILL RECREATION AREA MAP C-01
4 SAWMILL CAMPGROUND OVERALL SITE PLAN C-02
5 SAWMILL CAMPGROUND LAYOUT 1 C-03
6 SAWMILL CAMPGROUND LAYOUT 2 C-04
7 BEAR CAMPGROUND OVERALL SITE PLAN C-05
8 CAMPGROUND LOOP ROAD DETAIL (BASE & OPTIONS) D-01
9 CAMPGROUND ROADWAY PROFILES D-02
10 CAMPGROUND ROADWAY PROFILES D-03
11 CAMPGROUND ROADWAY PROFILES D-04
12 ROADWAY DETAILS SPILLWAY ASSEMBLY 1 D-05
13 ROADWAY DETAILS SPILLWAY ASSEMBLY 2 D-06
14 ROADWAY DETAILS ROLLING DIP D-07
15 ROADWAY DETAILS CORRUGATED HDPE PIPE D-08
16 SITE AMENITY DETAILS D-09
17 GATE DETAILS PAGE 1 of 2 D-10
18 GATE DETAILS PAGE 2 of 2 D-11
19 SITE AMENITY ACCESSIBILITY LAYOUT D-12
20 SPUR DETAILS TYPICAL LAYOUT D-13
21 SPUR DETAILS PIPE BARRIERS D-14
PROJECT LOCATION
INTERSTATE HIGHWAYS
U.S. HIGHWAYS
OREGON
NEVADA
AR
IZO
N A
MEXICO
C A L I F O
R N I A
Thousand Oaks
Los Angeles
Simi Valley
El Monte
Ontario
Rancho CucamongaPasadena
Burbank
Pomona
Santa Clarita
Palmdale
Arcadia
18138
ANGELES NATIONAL FOREST
Projects
N
DRIVING DIRECTIONS:
FROM ANGELES NATIONAL FOREST SUPERVISOR OFFICE AT 701 N SANTA ANITA AVE, ARCADIA, CA 91006 - GET ON THE I-210 W AND CONTINUE ON THE I-210 W FOR ~32 MILES UNTIL THE I-5 NORTH. DRIVE ON THE I-5 N FOR ~16 MILES AND EXIT AT EXIT 176B LAKE HUGHES ROAD IN CASTAIC. FOLLOW LAKE HUGHES ROAD FOR ~23 MILES UNTIL REACHING PINE CANYON ROAD. TURN LEFT ONTO PINE CANYON ROAD FOR ~5 MILES TO MAKE A SLIGHT LEFT ONTO 7N23. CONTINUE ON 7N23 FOR ~5 MILES TO REACH SAWMILL CAMPGROUND. CONTINUE ON 7N23 FOR ~5 MILES TO REACH BEAR CAMPGROUND.
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General Notes:
1. In addition to these notes, drawings, and specifications, the contractor shall verify and acknowledge the attachment "Mitigation Measures" to ensure compliance with resource protection measures throughout the period of performance for this project.
2. 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.
3. All sections mentioned below refer to the Site Amenity specific "CSI Specifications" and "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. No water will be available for contractor use. 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 CO 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 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 5 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. Contractor shall submit to the CO 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. Topographic maps showing major and minor contours contained herein were obtained from readily available LiDar from publicly available USGS data. No control points have been established by the Forest Service for this project. 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 road components and site amenities for CO approval before any installation takes place. Approval of the construction staking will not relieve the contractor of the responsibility for maintaining the required grades, elevations, and correcting errors, whether the errors are discovered during the actual staking work or in subsequent phases of the contract.
17. There is no pay item for Clearing and Grubbing. The project sites have been cleared for brushing, stumps and trees and there will be no conflicts with any of the developed areas within project limits that would interfere with construction activities. Care shall be taken to avoid damaging all live trees.
18. All excavation for roadways shall be in accordance with Section 204 Excavation and Embankment. All unsuitable or excess excavated material shall be placed in areas within project limits to meet grade requirements of roadways, spurs, site amenitites, or as designated by the CO. Compaction testing for density shall be in accordance with Section 204 or Section 209, and a minimum of five (5) density tests shall be performed each day, or as otherwise approved by the CO. There is no pay item for any imported fill material. If imported fill material is brought in by the contractor, it shall be subject to advance approval by CO if there is an expectation of any change in quantities.
19. Downslope riprap shall be placed in accordance with Section 251 Riprap at locations and arrangements As Shown on Drawings.
20. Written dimensions shall take precedence over scaled dimensions.
23. All work shall be performed in accordance with applicable safety standards.
24. Crushed aggregate base material located per locations on the Drawings shall be a minimum six (6) inches compacted thickness, Caltrans Class 2 Base, 34 inch maxium particle size. Placement and compaction shall be in accordance with Section 301 Untreated Aggregate Courses. If the option to place hot mix asphalt (HMA) is exercised, the crushed aggregate base material shall meet the requirements listed above with the size or Class changing to 1 12 inch maximum particle size.
25. If the option is exercised for Hot Mix Asphalt(HMA), material shall be hot bituminous plant mix (commercial source) per Caltrans 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. 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.
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
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(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
GENERAL NOTES
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
C-00
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© 2024 Microsoft Corporation © 2024 TomTom
Ex.
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52005195
51755170
705165
00519551905185
520052 0051955190
51855195
90519551
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53905395540054055410 54155420
538053
905390538553855390
54005405
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
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(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
LIEBRE-SAWMILL
RECREATION AREA MAP &
7N23 ROAD ACCESS PLAN
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
C-01
ANGELES
NATIONAL
FOREST
BOUNDARY
BEAR CAMPGROUND
7N23 MM9.4
SAWMILL CAMPGROUND
7N23 MM4.4
7N23 MM0.0
ENTRANCE GATE
AT INTERSECTION
WITH PINE CANYON RD;
SUITABLE STAGING AREA
FOR DELIVERIES, PARKING
7N23 MM6.4
INTERSECTION WITH
ATMORE MEADOWS RD
7N23 MM3.1
INTERSECTION WITH
BURNT PEAK RD &
MAXWELL RD
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90LEGEND:
. . . . Ex. Picnic Table
. . . . Ex. Fire Ring
. . . . New Food Storage Locker
. . . . Trash Bin
. . . . Ex. Felled Tree Cache
. . . . Felled Tree Barrier
. . . . Information Board
. . . . Site Identification Sign
. . . . Road Destination Sign
. . . . Camp Site Number
. . . . Prop. V-Ditch Riprap Along Natural Drainage Areas
. . . . Prop. Metal Spillway with Riprap Dissipator
. . . . Prop. HDPE Drainage Pipe to be Placed Under Roadway
. . . . Prop.Roadway Section Surfacing for Loop or Spur
. . . . Existing 1-ft & 5-ft Contours from Lidar Topography
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
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(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
SAWMILL CAMPGROUND
OVERALL SITE PLAN
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
C-02
Feet 0 40 80
Ex. Information Board To Be Replaced
Proposed Information Board
Ex. Fire Ring and Picnic Table To Be Relocated
Ex. Fire Ring and Picnic Table To Be Relocated Here
Ex. Picnic Table To Be Relocated
Ex. Picnic Table To Be Relocated Here
Ex. Double Trash Bin
Ex. Single Trash Bin
Proposed Single Trash Bin
Install Overside Drain with Rock Disipator;
Grade Road with Rolling Dip, Typ.
Entrance to Sawmill at 7N23 MM6.4
Entrance Road Typical Roadway
Width is 14-feet
Install New Gate & Remove Existing Guardrail (Option Item)
SAWMILL CG LOOP ROADS & SPURS - ROADWAY WORK ITEMS (FP-14 SPECIFICATIONS)
SEGMENT
STATION
START
STATION
END
LENGTH @
CENTERLINE
(FT)
SEGMENT
WIDTH (FT)
ROADWAY
RECOND. TO
6" DEPTH (SF)
6" SURFACE
AGG. ROCK
BASE (CY)
ADD 4" AGG.
ROCK BASE
(CY) OPTION
V-DITCH RIPRAP
CLASS 4 (CY)
METAL
SPILLWAY OR
HDPE DRAIN
ADD 2" HMA
SUFACE (TONS)
OPTION
ENTRANCE RD 0+00
@7N23 9+34
@LOOP 1
934 14 14,056 260
(OPTION)
(OPTION)
5 5 SPILLWAYS 170
(OPTION)
LOOP 1 9+34 14+33 499 16 7,984 148 99
(OPTION)
70 3 SPILLWAYS
3 HDPE DRAINS
(OPTION)
LOOP 2 14+33
@LOOP 1
22+27 795 16 12,720 236 157
(OPTION)
79 2 HDPE DRAINS 154
(OPTION)
LOOP 3 22+27
@LOOP 2
26+12
@LOOP 1
388 16 6,208 115 77
(OPTION)
60 3 HDPE DRAINS 75
(OPTION)
SPUR 1 0+00
@LOOP 1
0+42 42 16 672 12 8
(OPTION)
-- -- 8
(OPTION)
SPUR 2 0+00
@LOOP 2
0+60 60 16 960 18 12
(OPTION)
-- -- 12
(OPTION)
SPUR 3 0+00
@LOOP 2
0+46 46 16 736 14 9
(OPTION)
-- -- 9
(OPTION)
SPUR 4 0+00
@LOOP 3
0+41 41 16 656 12 8
(OPTION)
-- -- 8
(OPTION)
SPUR 5 0+00
@LOOP 3
0+38 38 16 608 11 8
(OPTION)
-- -- 7
(OPTION)
SPUR 6 0+00
@LOOP 3
0+43 43 16 688 13 8
(OPTION)
-- -- 8
(OPTION)SITE ID SIGN TO BE REPLACED
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 5:
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(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
SAWMILL CAMPGROUND
LAYOUT PLAN 1
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
C-03
Feet 0 20 40
Ex. Information Board To Be Replaced
Ex. Fire Ring and Picnic Table To Be Relocated
Trash Bin To Be Installed
Ex. Fire Ring and Picnic Table To Be Relocated Here
Prop. Information Board
Ex. Double Trash Bin
5-ft wide V-Ditch with Riprap Class 4
Draining towards Pipe Inlet, Typ.
Place 18" HDPE Pipe
Below Spurs & Parking Areas, Typ.
Install Overside Drain with Rock Disipator;
Grade Road with Rolling Dip, typ.
Spur W idth
16-ft, Typ.
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 5:
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C:
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GA
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MI
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B
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CG
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(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
SAWMILL CAMPGROUND
LAYOUT PLAN 2
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
C-04
Feet
0 20 40
Ex. Fire Ring and Picnic Table To Be Relocated
Ex. Fire Ring and Picnic Table To Be Relocated Here
Ex. Picnic Table To Be Relocated
Ex. Picnic Table To Be Relocated Here
Ex. Double Trash Bin
Prop. Information Board
Place 18" Pipe Inlet & HDPE Drain at V-Ditch to Drain on other side of Roadway
5-ft Wide V-Ditch with
Riprap Class 4 , Typ.
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2+00
2+37
6+
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498+00
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2+372+50
3+
3+
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Entrance to Bear CG at 7N23 MM9.4
PLACE NEW GATE
(OPTION ITEM)
LEGEND:
. . . . Ex. Picnic Table
. . . . Ex. Fire Ring
. . . . New Food Storage Locker
. . . . Trash Bin
. . . . Ex. Felled Tree Cache
. . . . Felled Tree Barrier
. . . . Information Board
. . . . Site Identification Sign
. . . . Road Destination Sign
. . . . Camp Site Number
. . . . Prop. V-Ditch Riprap Along Natural Drainage Areas
. . . . Prop. Metal Spillway with Riprap Dissipator
. . . . Prop. HDPE Drainage Pipe to be Placed Under Roadway
. . . . Prop.Roadway Section Surfacing for Loop or Spur
. . . . Existing 1-ft & 5-ft Contours from Lidar Topography
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 6:
RL
OP
EZ
C:
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DO
CU
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GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
BEAR CAMPGROUND
OVERALL SITE PLAN
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
C-05
SAWMILL CG LOOP ROADS & SPURS - ROADWAY WORK ITEMS (FP-14 SPECIFICATIONS)
SEGMENT
STATION
START
STATION
END
LENGTH @
CENTERLINE
(FT)
SEGMENT
WIDTH (FT)
ROADWAY
RECOND. TO
6" DEPTH (SF)
6" SURFACE
AGG. ROCK
BASE (CY)
ADD 4" AGG.
ROCK BASE
(CY) OPTION
V-DITCH RIPRAP
CLASS 4 (CY)
METAL
SPILLWAY OR
HDPE DRAIN
ADD 2" HMA
SUFACE (TONS)
OPTION
ENTRANCE RD 0+00
@7N23 2+37
@LOOP 1
237 14 3318 62
(OPTION)
(OPTION)
10 2 HDPE DRAINS 40
(OPTION)
LOOP 1 2+37 5+73 336 16 5,376 100 66
(OPTION)
-- -- 65
(OPTION)
SPUR 1 0+00
@LOOP 1
0+33 33 16 528 10 7
(OPTION)
-- -- 6
(OPTION)
SPUR 2 0+00
@LOOP 2
0+30 30 16 480 9 6
(OPTION)
-- -- 6
(OPTION)
SPUR 3 0+00
@LOOP 2
0+45 45 16 720 13 9
(OPTION)
-- -- 9
(OPTION)
SPUR 4 0+00
@LOOP 3
0+30 30 16 480 9 6
(OPTION)
-- -- 6
(OPTION)
SPUR 5 0+00
@LOOP 3
0+34 34 16 544 10 7
(OPTION)
-- -- 7
(OPTION)
SPUR 6 0+00
@LOOP 3
0+37 37 16 592 11 7
(OPTION)
-- -- 7
(OPTION)
ABANDON EX.
NATIVE SURFACE
LOOP; NOT IN
CONTRACT
FIRE RING
TO BE REMOVED
FIRE RING
TO BE REMOVED
PICNIC TABLE
TO BE REMOVED
INFORMATION BOARD TO
BE REMOVED
NEW FOOD STORAGE LOCKERS
TO BE INSTALLED USING
NO-DIG METHOD
NEW HDPE DRAIN PIPES
WITH RIPRAP DISIPATORS
FIRE RING TO BE REMOVED
AND REPLACED
FIRE RINGS TO BE REMOVED
AND REPLACED
FIRE RING TO BE REMOVED
AND REPLACED
FIRE RING TO BE REMOVED
AND REPLACED
FIRE RING TO BE REMOVED
AND REPLACED
NEW FOOD STORAGE LOCKERS
TO BE INSTALLED USING
NO-DIG METHOD
FOREST ROAD DESTINATION
SIGN TO BE INSTALLED
NEW INFORMATION BOARD
TO BE INSTALLED
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 5:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
CAMPGROUND
LOOP ROAD DETAILS
(BASE + OPTIONS)
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-01
V-DITCH CLASS 4 RIPRAP, 18" DEEP X 5' WIDE;
PLACE DRY ANNULAR FINES OR PERMEABLE
AGGREGATE BASE TO FILL VOIDS
BASE: TYPICAL ROADWAY SECTIONS (LOOP ROADS & SPURS)
NOT TO SCALE
DRIVABLE SURFACE
VARIES FROM 12' TO 16' (TYP.)
RECONDITION ROAD TO A DEPTH OF 6 INCHES &
RECOMPACT SUB-BASE WITH EXCAVATED NATIVE SURFACE
GEOTEXTILE FABRIC PLACED ALONG
BOTTOM OF SUBGRADE/ RIPRAP
AGGREGATE SURFACE COURSE,
PERMEABLE (NO FINES) USING 3/4"
AGGREGATE ANGULAR ROCKS
DETAIL NOTES (BASE BID):
1. BASE BID ASSUMES NO HOT MIX ASPHALT, IF OPTION ITEM IS EXERCISED, DO NOT USE THESE DETAILS.
2. USE 3/4" AGGREGATE ROCKS IF NO ASPHALT IS PLACED AS WEARING SURFACE (BASE BID).
3. DEPTH OF AGGREGATE ROCKS VARIES FROM 6" TO 10" IN AREAS WITHOUT DRAINAGE FEATURES; MINIMUM 12" DEPTH IN SECTIONS WITH
DRAINAGE FEATURES (CORRUGATED METAL PIPES).
4. FOR CRUSHED AGGREGATE COURSE , USE PERMEABLE BASE MATERIAL CONFORMING TO FP-14 SUPPLEMENTAL SPECIFICATIONS TABLE 703-2(a).
5. CROSS SLOPE OF AGGREGATE SURFACE WILL NOT EXCEED 2% AT LINEAR SECTIONS OF HORIZONTAL ALIGNMENT AND WILL SLOPE TOWARDS
DIRECTION OF NATURAL SLOPE
6. AT INTERSECTIONS AND CURVES, SLOPE MAY NOT EXCEED MAXIMUM OF 10% IN ANY DIRECTION.
7. REFER TO ROAD PROFILES FOR APPROXIMATE FINAL ELEVATION OF ROAD SURFACE AFTER RECONDITIONING OF ROADS.
8. SEE SPUR ROAD DETAILS TO SEE DRAIN INLET AND OUTLET WHERE NEEDED.
9. USE EXCESS EXCAVATION MATERIAL FOR DITCH & ROAD EMBANKMENTS AS NEEDED; SLOPE REGRADING SHALL BE STEEPER THAN 2:1 SLOPE.
10. SUBMIT THE FOLLOWING TO THE CONTRACTING OFFICER FOR APPROVAL:
10.1. TARGET VALUES & MATERIAL SOURCE FOR RIPRAP AND AGGREGATE BASES COURSES.
2:1 FILL (MAX)
2:1 CUT (MAX) 2:1 FILL (MAX)
VARIES
(DAYLIGHT TO
EXISTING
GROUND) VARIES
(DAYLIGHT TO
EXISTING
GROUND)
5'
(TYP.)
OPTION: TYPICAL ROADWAY SECTIONS (LOOP ROADS & SPURS)
NOT TO SCALE
DETAIL NOTES (OPTION BID):
1. HOT MIX ASPHALT SHALL BE CALTRANS 1/2" TYPE A, PG 64-10, 2" TO 3" DEPTH
2. USE 1 1/2" AGGREGATE ROCKS IF ASPHALT IS PLACED AS WEARING SURFACE (OPTION ITEM BID).
3. DEPTH OF AGGREGATE ROCKS VARIES FROM 5" TO 8" IN AREAS WITHOUT DRAINAGE FEATURES; MINIMUM 12" DEPTH IN SECTIONS WITH DRAINAGE
FEATURES (CORRUGATED METAL PIPES).
4. FOR CRUSHED AGGREGATE COURSE , USE PERMEABLE BASE MATERIAL CONFORMING TO FP-14 SUPPLEMENTAL SPECIFICATIONS TABLE 703-2(a).
5. PAVED SURFACE SHALL DRAIN TOWARDS DIRECTION OF NATURAL SLOPE AND CROSS SLOPE OF WILL BE 2% AT LINEAR SECTIONS OF HORIZONTAL
ALIGNMENT
6. AT INTERSECTIONS AND CURVES, SLOPE MAY NOT EXCEED MAXIMUM OF 10% IN ANY DIRECTION.
7. REFER TO ROAD PROFILES FOR APPROXIMATE FINAL ELEVATION OF ROAD SURFACE AFTER RECONDITIONING OF ROADS.
8. SEE SPUR ROAD DETAILS TO SEE DRAIN INLET AND OUTLET WHERE NEEDED.
9. USE EXCESS EXCAVATION MATERIAL FOR DITCH & ROAD EMBANKMENTS AS NEEDED; SLOPE REGRADING SHALL BE STEEPER THAN 2:1 SLOPE.
10. SUBMIT THE FOLLOWING TO THE CONTRACTING OFFICER FOR APPROVAL:
10.1. TARGET VALUES & MATERIAL SOURCE FOR RIPRAP AND AGGREGATE BASES COURSES.
5'
(TYP.)
EXISTING
GROUND
EXISTING GROUND TO
BE REGRADED
2% TOWARDS DIRECTION OF NATURAL SLOPE
2:1 2:1
EXISTING
GROUND
TYPE 4A LOOP ROAD (V-DITCH BOTH SIDES)4A
TYPE 3A LOOP ROAD (V-DITH ONE SIDE)3A
TYPE 2A LOOP OR SPUR ROAD2A
TYPE 1A LOOP OR SPUR ROAD W BURIED CMP1A
V-DITCH CLASS 4 RIPRAP, 18" DEEP X 5' WIDE;
PLACE DRY ANNULAR FINES OR PERMEABLE
AGGREGATE BASE TO FILL VOIDS
DRIVABLE SURFACE
VARIES FROM 12' TO 16' (TYP.)
RECONDITION ROAD TO A DEPTH OF 6 INCHES &
RECOMPACT SUB-BASE WITH EXCAVATED NATIVE SURFACE
GEOTEXTILE FABRIC PLACED ALONG
BOTTOM OF SUBGRADE/ RIPRAP
AGGREGATE SURFACE COURSE,
PERMEABLE (NO FINES) USING 1-1/2"
AGGREGATE ANGULAR ROCKS
2:1 FILL (MAX)
EXISTING GROUND TO
BE REGRADED
2% TOWARDS DIRECTION OF NATURAL SLOPE
2:1
EXISTING
GROUND
TYPE 4B LOOP ROAD (V-DITCH BOTH SIDES)4B
2:1 FILL (MAX)
2:1 CUT (MAX)
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
5'
(TYP.)
EXISTING
GROUND
2:1
V-DITCH CLASS 4 RIPRAP, 18" DEEP X 5' WIDE;
PLACE DRY ANNULAR FINES OR PERMEABLE
AGGREGATE BASE TO FILL VOIDS
DRIVABLE SURFACE
VARIES FROM 12' TO 16' (TYP.)
RECONDITION ROAD TO A DEPTH OF 6 INCHES &
RECOMPACT SUB-BASE WITH EXCAVATED NATIVE SURFACE
GEOTEXTILE FABRIC PLACED ALONG
BOTTOM OF SUBGRADE/ RIPRAP
AGGREGATE SURFACE COURSE,
PERMEABLE (NO FINES) USING 3/4"
AGGREGATE ANGULAR ROCKS
2:1 FILL (MAX)
EXISTING GROUND TO
BE REGRADED
2% TOWARDS DIRECTION OF NATURAL SLOPE
2:1
EXISTING
GROUND
2:1 FILL (MAX)
2:1 CUT
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
EXISTING
GROUND
TYPE 3B LOOP ROAD (V-DITH ONE SIDE)
V-DITCH CLASS 4 RIPRAP, 18" DEEP X 5' WIDE;
PLACE DRY ANNULAR FINES OR PERMEABLE
AGGREGATE BASE TO FILL VOIDS
DRIVABLE SURFACE
VARIES FROM 12' TO 16' (TYP.)
RECONDITION ROAD TO A DEPTH OF 6 INCHES &
RECOMPACT SUB-BASE WITH EXCAVATED NATIVE SURFACE
GEOTEXTILE FABRIC PLACED ALONG
BOTTOM OF SUBGRADE/ RIPRAP
2:1 FILL (MAX)
EXISTING GROUND TO
BE REGRADED
2% TOWARDS DIRECTION OF NATURAL SLOPE
2:1
EXISTING
GROUND
2:1 FILL (MAX)
2:1 CUT
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
EXISTING
GROUND
HOT MIX ASPHALT WEARING SURFACE
3B
2% TOWARDS DIRECTION OF NATURAL SLOPE
TYPE 2B LOOP OR SPUR ROAD2B
DRIVABLE SURFACE
VARIES FROM 12' TO 16' (TYP.)
RECONDITION ROAD TO A DEPTH OF 6 INCHES &
RECOMPACT SUB-BASE WITH EXCAVATED NATIVE SURFACE
GEOTEXTILE FABRIC PLACED ALONG
BOTTOM OF SUBGRADE/ RIPRAP
AGGREGATE SURFACE COURSE,
PERMEABLE (NO FINES) USING 3/4"
AGGREGATE ANGULAR ROCKS
EXISTING GROUND TO
BE REGRADED
2% TOWARDS DIRECTION OF NATURAL SLOPE
2:1 FILL (MAX)
EXISTING
GROUND
2:1 CUT
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
EXISTING
GROUND
2:1 FILL (MAX)
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
5'
(TYP.)
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
5'
(TYP.)
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
5'
(TYP.)
AGGREGATE SURFACE COURSE,
PERMEABLE (NO FINES) USING 1-1/2"
AGGREGATE ANGULAR ROCKS HOT MIX ASPHALT WEARING SURFACE
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
AGGREGATE SURFACE COURSE,
PERMEABLE (NO FINES) USING 1-1/2"
AGGREGATE ANGULAR ROCKS HOT MIX ASPHALT WEARING SURFACE
HOT MIX ASPHALT WEARING SURFACE
DRIVABLE SURFACE
VARIES FROM 12' TO 20' (TYP.)
RECONDITION ROAD TO A DEPTH OF 6 INCHES &
RECOMPACT SUB-BASE WITH EXCAVATED NATIVE SURFACE GEOTEXTILE FABRIC PLACED ALONG
BOTTOM OF SUBGRADE/ RIPRAP
AGGREGATE SURFACE COURSE,
PERMEABLE (NO FINES) USING 3/4"
AGGREGATE ANGULAR ROCKS
2% MIN. TOWARDS DIRECTION OF NATURAL SLOPE
DRIVABLE SURFACE
VARIES FROM 12' TO 16' (TYP.)
RECONDITION ROAD TO A DEPTH OF 6 INCHES &
RECOMPACT SUB-BASE WITH EXCAVATED NATIVE SURFACE
GEOTEXTILE FABRIC PLACED ALONG
BOTTOM OF SUBGRADE/ RIPRAP
EXISTING GROUND TO
BE REGRADED
EXISTING
GROUND
2:1 CUT
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
EXISTING
GROUND
2:1 FILL (MAX)
VARIES
(DAYLIGHT TO
EXISTING
GROUND)
TYPE 1B LOOP OR SPUR ROAD W BURIED CMP1B
DRIVABLE SURFACE
VARIES FROM 12' TO 20' (TYP.)
RECONDITION ROAD TO A DEPTH OF 6 INCHES &
RECOMPACT SUB-BASE WITH EXCAVATED NATIVE SURFACE GEOTEXTILE FABRIC PLACED ALONG
BOTTOM OF SUBGRADE/ RIPRAP
AGGREGATE SURFACE COURSE,
PERMEABLE (NO FINES) USING 3/4"
AGGREGATE ANGULAR ROCKS
2% MIN. TOWARDS DIRECTION OF NATURAL SLOPE
2' MIN. TO TOP OF CMP INLET
WITH 2:1 MAX SLOPE
2.5' MIN. TO TOP OF CMP OUTLET
WITH 2:1 MAX SLOPE
CLASS 4 GROUTED RIPRAP TO DAYLIGHT ONTO
CMP (BOTH SIDES OF ROADWAY)
PLACE NEW CORRUGATED METAL PIPE (CMP) WITH
DIAMETER RANGING FROM 18" TO 24", PER PLAN
12" MIN.
COVERNEW CMP INLET END SECTION V-DITCH CLASS 4 RIPRAP AT INLET AND
OUTLET OF CMP PER PLAN
2' MIN. TO TOP OF CMP INLET
WITH 2:1 MAX SLOPE
2.5' MIN. TO TOP OF CMP OUTLET
WITH 2:1 MAX SLOPE
CLASS 4 GROUTED RIPRAP TO DAYLIGHT ONTO
CMP (BOTH SIDES OF ROADWAY)
PLACE NEW CORRUGATED METAL PIPE (CMP) WITH
DIAMETER RANGING FROM 18" TO 24", PER PLAN
12" MIN.
COVERNEW CMP INLET END SECTION V-DITCH CLASS 4 RIPRAP AT INLET AND
OUTLET OF CMP PER PLAN
2:1 FILL (MAX)
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.0
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0+50
.9
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.5
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.0
.0
.3
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.5
.5
1+00
.8
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.0
.0
.6
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.0
.0
1+50
.6
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.0
.0
.0
.0
.9
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.9
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2+00
.8
.8
.0
.0
.2
.2
.5
.5
.0
.0
2+50
.1
.1
.8
.8
.3
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.7
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.8
.8
3+00
.0
.0
.9
.9
.0
.0
.5
.5
.4
.4
3+50
.8
.8
.1
.1
.3
.3
.1
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.8
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4+00
.6
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.5
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.3
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.2
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.1
.1
4+50
.9
.9
.0
.0
.0
.0
.0
.0
.9
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0.93% -5.42% 17.81% 2.41% -7.82%15.70%
-11.60%
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SAWMILL CL 2 PROFILE
4+975+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+34
5+00
.6
.6
.3
.3
.0
.0
.6
.6
.1
.1
5+50
.6
.6
.1
.1
.6
.6
.1
.1
.5
.5
6+00
.1
.1
.8
.8
.5
.5
.9
.9
.2
.2
6+50
.7
.7
.0
.0
.4
.4
.7
.7
.0
.0
7+00
.5
.5
.0
.0
.6
.6
.2
.2
.9
.9
7+50
.5
.5
.4
.4
.2
.2
.9
.9
.6
.6
8+00
.1
.1
.7
.7
.0
.0
.5
.5
.6
.6
8+50
.0
.0
.1
.1
.4
.4
.7
.7
.2
.2
9+00
.5
.5
.4
.4
.6
.6
.7
.7
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SAWMILL CL 3 PROFILE
9+34 9+50 10+00 10+50 11+00 11+50 12+00 12+10
.8
.8
9+50
.0
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.4
.4
.7
.7
.2
.2
.9
.9
10+00
.7
.7
.0
.0
.9
.9
.4
.4
.9
.9
10+50
.9
.9
.4
.4
.5
.5
.5
.5
.2
.2
11+00
.7
.7
.3
.3
.6
.6
.9
.9
.1
.1
11+50
.7
.7
.3
.3
.7
.7
.9
.9
.2
.2
12+00
.5
.5
.8
.8
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SAWMILL CL 4 PROFILE
12+10 12+50 13+00 13+50 14+00 14+33
.3
.3
.9
.9
.2
.2
12+50
.9
.9
.7
.7
.6
.6
.4
.4
.2
.2
13+00
.9
.9
.6
.6
.7
.7
.9
.9
.3
.3
13+50
.9
.9
.9
.9
.7
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.7
.9
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14+00
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.7
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SAWMILL CL 5 PROFILE
14+33 14+50 15+00 15+50 16+00 16+50 17+00 17+50 17+62
.1
.1
14+50
.6
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.9
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.4
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.0
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.5
.5
15+00
.1
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.8
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.8
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.8
.8
.7
.7
15+50
.9
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.5
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.6
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16+00
.6
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.1
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16+50
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.9
.9
.6
.6
.1
.1
17+00
.9
.9
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.6
.6
.4
.4
.4
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17+50
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.9
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-31.02%5.63%
-16.02%
5.04%
-15.96%
11.99%
-17.74%
5.77%
-4.43% -0.99%
-6.44%
-3.06% 2.72%
4.75%
9.06%
0.18%
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 6:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
CAMPGROUND
ROADWAY PROFILES
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-02
2109ROADWAY PROFILES (LOOP ROADS)
NOT TO SCALE
SAWMILL CENTERLINE 1 PROFILE (0+00 TO 4+97)1
SAWMILL CENTERLINE 1 PROFILE (4+97 TO 9+34)2
SAWMILL CENTERLINE 2 PROFILE3
SAWMILL CENTERLINE 3 PROFILE4
SAWMILL CENTERLINE 4 PROFILE5
ROLLING DIP
WITH NEW SPILLWAY
ROLLING DIP
WITH NEW SPILLWAY
ROLLING DIP
WITH NEW SPILLWAY
ROLLING DIP
WITH NEW SPILLWAY
ROLLING DIP
WITH NEW SPILLWAY
ROLLING DIP
WITH NEW SPILLWAY
INTERSECTION WITH SAWMILL
CENTERLINE 5 & CENTERLINE 7
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT
SPUR 02 ℄ INTERSECTION WITH SAWMILL
CENTERLINE 5 & CENTERLINE 6
SPUR 01 ℄
ENTRANCE ROAD
@7N23
AutoCAD SHX Text F
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AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SAWMILL CL 6 PROFILE
17+62 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+27
.2
.2
.5
.5
.3
.3
18+00
.5
.5
.8
.8
.4
.4
.9
.9
.7
.7
18+50
.4
.4
.9
.9
.6
.6
.0
.0
.3
.3
19+00
.8
.8
.5
.5
.7
.7
.9
.9
.8
.8
19+50
.7
.7
.2
.2
.5
.5
.0
.0
.3
.3
20+00
.6
.6
.0
.0
.4
.4
.4
.4
.7
.7
20+50
.4
.4
.0
.0
.5
.5
.6
.6
.3
.3
21+00
.5
.5
.6
.6
.7
.7
.0
.0
.7
.7
21+50
.4
.4
.5
.5
.8
.8
.6
.6
.7
.7
22+00
.1
.1
.1
.1
.2
.2
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SAWMILL CL 7 PROFILE
22+27 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+12
.9
.9
.0
.0
22+50
.7
.7
.7
.7
.5
.5
.2
.2
.9
.9
23+00
.8
.8
.7
.7
.3
.3
.0
.0
.2
.2
23+50
.5
.5
.8
.8
.8
.8
.8
.8
.2
.2
24+00
.0
.0
.5
.5
.1
.1
.4
.4
.7
.7
24+50
.0
.0
.4
.4
.8
.8
.0
.0
.8
.8
25+00
.7
.7
.1
.1
.6
.6
.2
.2
.0
.0
25+50
.5
.5
.3
.3
.3
.3
.8
.8
.0
.0
26+00
.4
.4
.0
.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
BEAR CL 1 PROFILE
0+00 0+50 1+00 1+50 2+00 2+37
.9
.9
.1
.1
.0
.0
.8
.8
0+50
.4
.4
.9
.9
.0
.0
.7
.7
.4
.4
1+00
.9
.9
.3
.3
.2
.2
.2
.2
.2
.2
1+50
.3
.3
.3
.3
.1
.1
.8
.8
.6
.6
2+00
.6
.6
.2
.2
.9
.9
.6
.6
-9.54%
-16.60%-5.63% -11.31% -10.34%
-14.90% -0.24% -10.04%
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
BEAR CL 2 PROFILE
2+37 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+73
.0
.0
2+50
.5
.5
.9
.9
.3
.3
.9
.9
.9
.9
3+00
.9
.9
.9
.9
.0
.0
.1
.1
.7
.7
3+50
.0
.0
.3
.3
.9
.9
.9
.9
.3
.3
4+00
.6
.6
.9
.9
.0
.0
.1
.1
.0
.0
4+50
.9
.9
.7
.7
.2
.2
.8
.8
.0
.0
5+00
.1
.1
.3
.3
.9
.9
.8
.8
.9
.9
5+50
.0
.0
.4
.4
.5
.5
-2.79% -5.43%6.25% -7.46% 7.18% -7.13% 7.35%
2.93% -2.11% -10.38% -1.39% -6.77%
-13.92%7.30% -10.38%
-4.81% 0.47% 3.88% -0.53% -7.24% -0.49% 2.08%
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 7:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
CAMPGROUND
ROADWAY PROFILES
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-03
2110ROADWAY PROFILES (LOOP ROADS)
NOT TO SCALE
SAWMILL CENTERLINE 5 PROFILE6
SAWMILL CENTERLINE 6 PROFILE7
BEAR CENTERLINE 1 PROFILE8
BEAR CENTERLINE 2 PROFILE9
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT SPUR 03 ℄
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT
SPUR 04 ℄
SPUR 06 ℄
SPUR 05 ℄
INTERSECTION WITH
ENTRANCE ROAD AND
CENTERLINE 2
ENTRANCE ROAD
@7N23
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT
SPUR 01 ℄ SPUR 02 SPUR 03 ℄ SPUR 04
SPUR 05 ℄
SPUR 06 ℄
PARKING AT SST
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AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SAWMILL SPUR 1 PROFILE
-0+10 0+00 0+500+52
0+00
.1
.1
.0
.0
.9
.9
.2
.2
0+50
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SAWMILL SPUR 2 PROFILE
-0+10 0+00 0+50 0+70
0+00
.7
.7
.3
.3
.8
.8
.9
.9
.0
.0
0+50
.0
.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SAWMILL SPUR 3 PROFILE
-0+10 0+00 0+50 0+56
0+00
.0
.0
.6
.6
.3
.3
.4
.4
0+50
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SAWMILL SPUR 4 PROFILE
-0+10 0+00 0+50
0+00
.1
.1
.0
.0
.1
.1
.1
.1
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SAWMILL SPUR 5 PROFILE
-0+10 0+00 0+48
0+00
.0
.0
.0
.0
.5
.5
.8
.8
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SAWMILL SPUR 6 PROFILE
-0+10 0+00 0+50 0+53
0+00
.7
.7
.1
.1
.0
.0
.1
.1
0+50
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
SAWMILL SST PKG LOT PROFILE
-0+10 0+00 0+30
0+00
.1
.1
.4
.4
.5
.5
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
BEAR SPUR 1 PROFILE
-0+10 0+00 0+43
0+00
.8
.8
.0
.0
.9
.9
.1
.1
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
BEAR SPUR 2 PROFILE
-0+10 0+00 0+40
0+00
.4
.4
.7
.7
.9
.9
.5
.5
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
BEAR SPUR 3 PROFILE
-0+10 0+00 0+50 0+55
0+00
.2
.2
.0
.0
.7
.7
.5
.5
0+50
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
BEAR SPUR 4 PROFILE
-0+10 0+00 0+39
0+00
.4
.4
.8
.8
.1
.1
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
BEAR SPUR 5 PROFILE
-0+10 0+00 0+44
0+00
.3
.3
.5
.5
.2
.2
.9
.9
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
BEAR SPUR 6 PROFILE
-0+10 0+00 0+47
0+00
.8
.8
.1
.1
.5
.5
.7
.7
-0.86% -5.77% -1.92%
3.37% 0.40% -2.23% 4.86% 1.34% 0.52%
-0.55% 5.28% -0.75% 0.37% -4.73% -4.47%
0.61% -2.14%
1.80% -0.54% 10.07%
5.18% 8.90%
2.16% 0.55% 8.72%
4.96% 7.61%
0.51% 6.07%
-1.24% -1.09% -6.41% -4.68%
-14.41%
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 7:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
CAMPGROUND
ROADWAY PROFILES
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-04
2111ROADWAY PROFILES (SPURS)
NOT TO SCALE
PROFILE NOTES:
1. ALL PROFILES TO MATCH MAIN ALIGNMENT AT CENTERLINE OF ROADS.
2. SPUR LENGTHS PER PLAN, GRADING TO DAYLIGHT BEYOND SPUR.
3. FINAL ELEVATION OF WEARING SURFACE WILL BE DEPENDENT ON BASE OR OPTION SELECTION OF
PAVEMENT SECTION FOR AGGREGATE ROCK BASE OR HOT-MIX ASPHALT.
SAWMILL SPUR 1 PROFILE1
SAWMILL SPUR 4 PROFILE4
SAWMILL SPUR 2 PROFILE2 SAWMILL SPUR 3 PROFILE3
SAWMILL SPUR 5 PROFILE5 SAWMILL SPUR 6 PROFILE6
SAWMILL SST PARKING PROFILE7 BEAR SPUR 1 PROFILE8 BEAR SPUR 2 PROFILE9 BEAR SPUR 3 PROFILE10
BEAR SPUR 4 PROFILE11 BEAR SPUR 5 PROFILE12 BEAR SPUR 6 PROFILE13
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT
CENTERLINE 3 ℄
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT
NEW HDPE 18" PIPE WITH
12" MIN. DEEP ROADWAY
EMBANKMENT
CENTERLINE 4 ℄
CENTERLINE 5 ℄
CENTERLINE 6 ℄ CENTERLINE 6 ℄ CENTERLINE 6 ℄
CENTERLINE 2 ℄ CENTERLINE 2 ℄
CENTERLINE 2 ℄
CENTERLINE 2 ℄
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 7:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
ROADWAY DETAILS
SPILLWAY ASSEMBLY 1
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-05
SPILLWAY ASSEMBLIES
NOT TO SCALE
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
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AutoCAD SHX Text E
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AutoCAD SHX Text I
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AutoCAD SHX Text E
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AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 7:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
ROADWAY DETAILS
SPILLWAY ASSEMBLY 2
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-06
SPILLWAY ASSEMBLIES
NOT TO SCALE
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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 SLOPECROSS 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
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 7:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
ROADWAY DETAILS
ROLLING DIP
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-07
ROLLING DIP DETAILS
NOT TO SCALE
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text G
AutoCAD SHX Text
DOWN GRADE
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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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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 7:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
ROADWAY DETAILS
CORRUGATED HDPE PIPE
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-08
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FRONT and SIDE ELEVATION
FRONT and SIDE ELEVATION
FRONT and SIDE ELEVATION
PLAN VIEW
39"
Existing Native Soil Surface
Existing Native Soil Surface PLAN VIEW1
2 inch x 36 inch rebar
4 inch x 7 inch bolts
NOTES:
1. Details are for general reference.
They may not accurately reflect the exact site amenity models that are planned for purchase.
2. Native soil surrounding amenities should be compacted to a firm and stable surface. Please see campsite accessibility layout diagram on sheet D-11.
Existing Native Soil Surface
6 inch x 6 inch treated wood timbers
6 inch x 6 inch treated wood timbers
NOTE:
1. Details are for general installation reference. Please check with ANF staff about exact food locker size and what length timbers will be required.
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 7:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
SITE AMENITY DETAILS
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-09
TRASH CAN RECEPTACLES WITH CONCRETE PAD1
FOOD LOCKERS WITH CONCRETE PAD
INSTALLATION METHOD FOR SAWMILL CG2B
INFORMATION BOARD3
ACCESSIBLE FIRE RING4
FOOD LOCKERS WITH NO-DIG INSTALLATION
METHOD FOR BEAR CG2A
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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 7:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
GATE DETAIL PAGE 1 of 2
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-10
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DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/1 5/2
4 1 7:
RL
OP
EZ
C:
\U
SE
RS
\R
LO
PE
Z\
DO
CU
ME
NT
S\
GA
OA
S
AW
MI
LL
B
EA
R
CG
S
.D
W G
(R05)
PACIFIC SOUTHWEST REGION
GAOA
SAWMILL & BEAR
CAMPGROUND
RENOVATIONS
ANGELES NATIONAL
FOREST
LOS ANGELES GATEWAY
RANGER DISTRICT
GATE DETAIL PAGE 2 of 2
4/01/2024
.DWG
ROSADO/HERNANDEZ
ANF
R. LOPEZ
D-11
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NOTES:
1. SITE AMENITIES TO BE LOCATED AS SHOWN ON PLAN SHEETS UNLESS MARKED OTHERWISE IN
THE FIELD BY FOREST SERVICE ENGINEER OR LANDSCAPE ARCHITECT
2. CAMPSITES, PICNIC TABLES, FIRE RINGS, AND FOOD LOCKERS SHALL BE CONSTRUCTED AS
SHOWN ON THE PLANS AND AS APPROVED IN…
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