A1_Trabuco2_-_Drawings_12_Pages.pdf
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- Attached to
- Trabuco Canyon AOP #2 Federal contract opportunity
- Solicitation number
- 12970224R0041
- Issued by
- Department of Agriculture Forest Service
About this file
This document contains drawings and specifications for the Trabuco Canyon Crossing #2 project, a federal contract opportunity issued by the United States Department of Agriculture Forest Service. The project involves the construction of a new prestressed concrete bridge and associated road and stream work within the Cleveland National Forest Trabuco Ranger District in Orange County, California. Key details include:
The construction will include a new 78.61-foot precast prestressed concrete box beam bridge, concrete abutments, roadway embankment, riprap, asphalt paving, and other associated civil and structural work. The project has an estimated construction duration of 180 days. The contract will be awarded as firm-fixed-price. The solicitation number is 12970224R0041 and the estimated project cost is between $2 million and $5 million. There are no socioeconomic set-asides identified. The government will provide a geotechnical report for the project site. Contractors must submit design calculations and shop drawings for approval prior to fabrication.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_12970224R0041_Amd_0002.pdf | ||
| Questions_and_Answers_0002.pdf | ||
| Sol_12970224R0041_Amd_0001.pdf | ||
| A1_Specifications_5_Pages.pdf | ||
| A1_Project_Map_No_2_1_Page.pdf | ||
| A10_Davis-Bacon_Act_WD__CA20240024_33_pages.pdf | ||
| A1_Appendix_A__Bridges_BMPs_2012_5_Pages.pdf | ||
| A1_Bio_Lauren_Curlex-Sediment-Logs-PD_2_Pages.pdf | ||
| A1_Fire_Plan__9_Pages.pdf | ||
| Sol_12970224R0041.pdf | ||
| A1_Trabuco_2_-FSSS_20240503_58_pages.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
SHEET OF
United States Department of Agriculture Forest Service
TRABUCO CANYON CROSSING #2
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
REGIONAL BRIDGE ENGINEER DATE
5/9 /24
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CALIFORNIA
ORANGE COUNTY
(R05) PACIFIC SOUTHWEST REGION
CLEVELAND NATIONAL FOREST
TRABUCO RANGER DISTRICT
PROJECT LOCATION: 33.6741, -117.5321
THE TRABUCO 2 PROJECT SITE IS LOCATED WITHIN THE CLEVELAND NATIONAL FOREST TRABUCO RANGER DISTRICT ON TRABUCO CREEK ROAD, FSR-6S13, AT APPROXIMATELY 3.6 MILES FROM THE INTERSECTION OF TRABUCO CREEK ROAD AND
TRABUCO CANYON ROAD, S19, IN ORANGE COUNTY CALIFORNIA.
RD 6S13
INDEX OF SHEETS
SHEET SHEET TITLE
G-01 COVER SHEET
G-02 GENERAL NOTES
C-01 EXISTING SITE PLAN
C-02 SITE PLAN
C-03 ROAD AND STREAM PROFILES
C-04 TYPICAL SECTIONS
B-01 ABUTMENT PLAN AND ELEVATION
B-02 ABUTMENT DETAILS
B-03 GIRDER LAYOUT AND TYPICAL SECTION
B-04 BRIDGE RAILING LAYOUT
B-05 RAILING DETAILS
B-06 APPROACH RAILING DETAILS
PROJECT LOCATION
R-1708-001
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
5/9 /24
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(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #2
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
GENERAL NOTES
05/08/2024
P. LIND
P. LIND
I. ANDERSON
G-02 002 012
R-1708-002
SUMMARY OF QUANTITIES
ITEM NO. DESCRIPTION PAY UNIT QUANTITY
15101 MOBILIZATION LS 1
15205 BRIDGE SURVEYING AND STAKING LS 1
15601 PUBLIC TRAFFIC, TEMPORARY BYPASS LS 1
15713 SOIL EROSION AND POLLUTION CONTROL LS 1
20101 CLEARING AND GRUBBING LS 1
20301 REMOVAL OF STRUCTURES AND OBSTRUCTIONS, DISPOSAL METHOD A LS 1
20405 ROADWAY EMBANKMENT EXCAVATION, TOLERANCE CLASS C CY 10
20415 EMBANKMENT CONSTRUCTION, COMPACTION METHOD 1 CY 1300
20701 EARTHWORK GEOSYNTHETICS, TYPE I-A SY 260
20801 STRUCTURE EXCAVATION CY 1110
20859 STRUCTURAL BACKFILL CY 900
21102 ROADWAY OBLITERATION LS 1
25101 PLACED RIPRAP, CLASS 6, METHOD A CY 320
30104 AGGREGATE BASE, GRADING D, COMPACTION METHOD D Ton 510
40304 ASPHALT CONCRETE, TYPE CAL TRANS 1/2" MAX. MEDIUM, PG-64-10 Ton 131
41201 ASPHALT TACK COAT, GRADE SS1H Gal 70
55201 STRUCTURAL CONCRETE, CLASS A (AE) CY 250
55301
PRECAST PRESTRESSED CONCRETE 2'-9"X 4'-0"X 78.61' BOX BEAM
(W/SKEW); DESIGN, FABRICATE, TRANSPORT, AND INSTALL Ea 4
55401 REINFORCING STEEL Lb 21000
55601 BRIDGE RAILING, STEEL, TWO RAIL LF 160
56401
BEARING DEVICE, ELASTOMERIC; DESIGN, FABRICATE, TRANSPORT, AND
INSTALL Ea 16
60504 GEOCOMPOSITE SHEET DRAIN SYSTEM SY 190
61701 GUARDRAIL SYSTEM G4, TYPE II, CLASS B WOOD POSTS LF 100
61702 TERMINAL SECTION TYPE G4-CRT WITH CONCRETE ANCHOR Ea 4
61710 STRUCTURE CONNECTION Ea 4
62502 TURF ESTABLISHMENT Acre 2
63301 SIGN SYSTEM, 4 - TYPE 3 OBJECT MARKERS & 2 - NARROW BRIDGE SIGNS Ea 6
64801 STREAMBED SIMULATION - REGRADE CHANNEL LS 1
AutoCAD SHX Text DESIGN NOTES SPECIFICATIONS 1. MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14), AS MODIFIED FOR THIS PROJECT AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS). DESIGN SPECIFICATIONS 1. THE BRIDGE SUPERSTRUCTURE AND BEARING DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN THE BRIDGE SUPERSTRUCTURE AND BEARING DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND THE DESIGN LOADS SHOWN ON THIS DRAWING. 2. THE SUPERSTRUCTURE SHALL BE DESIGNED FOR THE HL-93 DESIGN VEHICLE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE AASHTO LRFD BRIDGE DESIGN THE SUPERSTRUCTURE SHALL BE DESIGNED FOR THE HL-93 DESIGN VEHICLE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. INCLUDE ADDITIONAL DEAD LOAD FOR FUTURE ASPHALT WEARING SURFACE OVERLAYS, 4" THICK. 3. DESIGN CALCULATIONS SHALL INCLUDE LOAD RATINGS FOR INVENTORY AND OPERATING OF THE HL-93 DESIGN LOAD AND THE TYPE 3, 3S2, 3-3, NRL LEGAL VEHICLES, DESIGN CALCULATIONS SHALL INCLUDE LOAD RATINGS FOR INVENTORY AND OPERATING OF THE HL-93 DESIGN LOAD AND THE TYPE 3, 3S2, 3-3, NRL LEGAL VEHICLES, CALCULATIONS SHALL INCLUDE LOAD RATINGS FOR INVENTORY AND OPERATING OF THE HL-93 DESIGN LOAD AND THE TYPE 3, 3S2, 3-3, NRL LEGAL VEHICLES, AND EMERGENCY VEHICLES EV2 AND EV3 IN ACCORDANCE WITH AASHTO MANUAL FOR BRIDGE EVALUATION, CURRENT ADDITION WITH INTERIMS, USING LRFR METHODOLOGY. LOAD RATING CALCULATIONS AND REPORT SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT WILL BE CONSTRUCTED. 4. LONGITUDINAL JOINTS IN THE DECK SHALL BE DESIGNED FOR THE LATERAL DISTRIBUTION OF A 16K WHEEL LOAD . LONGITUDINAL JOINTS IN THE DECK SHALL BE DESIGNED FOR THE LATERAL DISTRIBUTION OF A 16K WHEEL LOAD . 5. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER (CO) FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION AND SHALL DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER (CO) FOR APPROVAL 2 WEEKS PRIOR TO FABRICATION AND SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT WILL BE CONSTRUCTED. GEOTECHNICAL REPORT 1. TRABUCO CANYON BRIDGE SITES 1, 2, AND 4 GEOTECHNICAL ASSESSMENT REV. 1, 2022, IS AVAILABLE FROM THE GOVERNMENT. PROVIDE TWO WEEKS NOTICE TO THE TRABUCO CANYON BRIDGE SITES 1, 2, AND 4 GEOTECHNICAL ASSESSMENT REV. 1, 2022, IS AVAILABLE FROM THE GOVERNMENT. PROVIDE TWO WEEKS NOTICE TO THE CO WHEN SUBMITTING REQUEST FOR COPY. HARDWARE AND STRUCTURAL STEEL 1. ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). ALL STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO AASHTO M270 GRADE 36 (ASTM A36). 2. HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). HARDWARE AND STEEL ELEMENTS ARE TO BE UNCOATED (BLACK). CONCRETE 1. PRESTRESSED CONCRETE SHALL BE CLASS P CONCRETE, f'c = 5000 PSI MIN. AT 28 DAYS. PRESTRESSED CONCRETE SHALL BE CLASS P CONCRETE, f'c = 5000 PSI MIN. AT 28 DAYS. 2. REINFORCED CONCRETE SHALL BE CLASS A(AE) CONCRETE, f'c = 4500 PSI MIN. AT 28 DAYS. REINFORCED CONCRETE SHALL BE CLASS A(AE) CONCRETE, f'c = 4500 PSI MIN. AT 28 DAYS. 3. SUPERSTRUCTURE CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH". SUPERSTRUCTURE CONCRETE SHALL BE GIVEN A CLASS 1 "ORDINARY SURFACE FINISH". 4. ABUTMENT AND WINGWALL CONCRETE SHALL BE GIVEN A CLASS 2 "RUBBED FINISH" ABUTMENT AND WINGWALL CONCRETE SHALL BE GIVEN A CLASS 2 "RUBBED FINISH" 5. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. CONCRETE SHALL BE AIR ENTRAINED 5% ± 1%. 6. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. 7. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" UNLESS NOTED OTHERWISE. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" UNLESS NOTED OTHERWISE. 8. ROUGHEN CONCRETE AT CONSTRUCTION JOINTS TO ". ROUGHEN CONCRETE AT CONSTRUCTION JOINTS TO ". 14". REINFORCING STEEL 1. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. ALL NON-PRESTRESSED REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. 2. CONCRETE CLEAR COVER, MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF THE REINFORCING BAR, SHALL BE 2", UNLESS SHOWN OTHERWISE ON THE CONCRETE CLEAR COVER, MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF THE REINFORCING BAR, SHALL BE 2", UNLESS SHOWN OTHERWISE ON THE PLANS. 3. BENDING AND SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. BENDING AND SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 315 AND AASHTO SPECIFICATIONS. 4. ALL DIMENSIONS TO REINFORCING STEEL- EXCEPT CLEAR COVER DIMENSIONS- ARE TO THE CENTERLINE OF BAR. ALL DIMENSIONS TO REINFORCING STEEL- EXCEPT CLEAR COVER DIMENSIONS- ARE TO THE CENTERLINE OF BAR. TIMBER 1. ALL LUMBER SHALL BE COAST REGION DOUGLAS FIR GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU STANDARD GRADING AND DRESSING ALL LUMBER SHALL BE COAST REGION DOUGLAS FIR GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU STANDARD GRADING AND DRESSING RULES NO. 17. 2. ALL LUMBER OVER 2" NOMINAL THICKNESS SHALL BE INCISED ON ALL FOUR SIDES AND ALL 2" NOMINAL LUMBER SHALL BE INCISED ON TWO FACES ONLY. MEMBERS TO ALL LUMBER OVER 2" NOMINAL THICKNESS SHALL BE INCISED ON ALL FOUR SIDES AND ALL 2" NOMINAL LUMBER SHALL BE INCISED ON TWO FACES ONLY. MEMBERS TO LARGE FOR MACHINE INCISING SHALL BE MANUALLY INCISED. 3. POSTS SHALL BE TREATED WITH THE PREFERRED METHOD OF COPPER NAPTHENATE IN HEAVY OIL, IN ACCORDANCE WITH AASHTO M133 AND AWPA U1-23, USE POSTS SHALL BE TREATED WITH THE PREFERRED METHOD OF COPPER NAPTHENATE IN HEAVY OIL, IN ACCORDANCE WITH AASHTO M133 AND AWPA U1-23, USE CATEGORY UC4A. IF COPPER NAPTHENATE IS UNAVAILABLE, PENTACHLOROPHENOL WITH TYPE A SOLVENT IS AN ACCEPTABLE ALTERNATIVE. 4. TREATED MATERIALS SHALL FOLLOW THE POST TREATMENT REQUIREMENTS SUMMARIZED IN "BEST MANAGEMENT PRACTICES FOR THE USE OF PRESERVED WOOD IN TREATED MATERIALS SHALL FOLLOW THE POST TREATMENT REQUIREMENTS SUMMARIZED IN "BEST MANAGEMENT PRACTICES FOR THE USE OF PRESERVED WOOD IN AQUATIC ENVIRONMENTS" (WWPI, CURRENT EDITION) TO ASSURE ALL SURFACES ARE FREE OF EXCESS PRESERVATIVE, AND CHEMICALS ARE ADEQUATELY FIXATED IN THE WOOD. 5. ALL TREATED WOOD MEMBERS SHALL BE BMP CERTIFIED BY AN AMERICAN LUMBER STANDARD COMMITTEE (ALSC) ACCREDITED INSPECTION AGENCY. ALL TREATED WOOD MEMBERS SHALL BE BMP CERTIFIED BY AN AMERICAN LUMBER STANDARD COMMITTEE (ALSC) ACCREDITED INSPECTION AGENCY. 6. ALL WOOD MEMBERS SHALL BE CUT AND DRILLED PRIOR TO TREATMENT. LEAD HOLES ARE REQUIRED FOR ALL BOLTS. ALL WOOD MEMBERS SHALL BE CUT AND DRILLED PRIOR TO TREATMENT. LEAD HOLES ARE REQUIRED FOR ALL BOLTS. 7. CO APPROVAL REQUIRED PRIOR TO FIELD DRILLING AND CUTTING. ALL FIELD DRILLED HOLES AND CUTS SHALL BE FIELD TREATED WITH TWO APPLICATIONS OF COPPER CO APPROVAL REQUIRED PRIOR TO FIELD DRILLING AND CUTTING. ALL FIELD DRILLED HOLES AND CUTS SHALL BE FIELD TREATED WITH TWO APPLICATIONS OF COPPER NAPTHENATE 2% SOLUTION. 8. ALL SAWN LUMBER SUPPLIED FOR THIS BRIDGE SHALL BE 100% FREE OF HEART CENTER, HAVE A MOISTURE CONTENT LESS THAN 19% PRIOR TO TREATMENT, AND MUST ALL SAWN LUMBER SUPPLIED FOR THIS BRIDGE SHALL BE 100% FREE OF HEART CENTER, HAVE A MOISTURE CONTENT LESS THAN 19% PRIOR TO TREATMENT, AND MUST BE CERTIFIED PRIOR TO ANY PAYMENT TO CONTRACTOR. DIMENSIONS 1. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. ALL LONGITUDINAL DIMENSIONS FOR THE STRUCTURE ARE MEASURED HORIZONTALLY AND INCLUDE NO CORRECTION FOR GRADE. STRUCTURE EXCAVATION 1. SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. 2. QUANTITIES SHOWN ARE FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES. QUANTITIES SHOWN ARE FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES. 3. CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN, 30 DAYS PRIOR TO THE START OF CONSTRUCTION, TO THE CO FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN, 30 DAYS PRIOR TO THE START OF CONSTRUCTION, TO THE CO FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF STOCKPILES, METHODS TO REMOVE THE EXISTING STRUCTURE AND ESTIMATED QUANTITIES, AND COMPLY WITH OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. 4. CHANGES TO EXCAVATION LIMITS, FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCES, MUST BE SHOWN ON THE PLAN AND ARE THE CHANGES TO EXCAVATION LIMITS, FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCES, MUST BE SHOWN ON THE PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE WORK. STRUCTURAL BACKFILL 1. SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. 2. STRUCTURAL BACKFILL MATERIAL, INCLUDING MATERIAL FROM ON-SITE EXCAVATION, SHALL MEET FP-14, 704.04, STRUCTURAL BACKFILL. STRUCTURE BACKFILL SHALL STRUCTURAL BACKFILL MATERIAL, INCLUDING MATERIAL FROM ON-SITE EXCAVATION, SHALL MEET FP-14, 704.04, STRUCTURAL BACKFILL. STRUCTURE BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH FP-14, 208.10 AND 208.11 (EXCEPT USE AASHTO T 180 METHOD C IN PLACE OF AASHTO T99 METHOD C). 3. NO ROCK- AS PART OF THE COMPACTED BACKFILL- OVER 3" IN DIAMETER SHALL CONTACT THE STRUCTURE. NO ROCK- AS PART OF THE COMPACTED BACKFILL- OVER 3" IN DIAMETER SHALL CONTACT THE STRUCTURE. DEWATERING AND SOIL EROSION CONTROL 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. CONTRACTOR PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. CONTRACTOR SHALL PREPARE AND SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO CO FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS AND EQUIPMENT. 2. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208 AND 157. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208 AND 157. 3. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 4. SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND STANDING OR SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND STANDING OR RUNNING WATER IN THE WORK AREA DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE SPECIFICATIONS. 5. DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR SHALL SUBMIT A DEWATERING AND EROSION & SEDIMENT CONTROL PLAN, 30 DAYS DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR SHALL SUBMIT A DEWATERING AND EROSION & SEDIMENT CONTROL PLAN, 30 DAYS PRIOR TO THE START OF CONSTRUCTION, TO THE CO FOR APPROVAL WITH THE EXCAVATION PLAN. CONTRACTOR SHALL DEVELOP THEIR OWN PROJECT SPECIFIC DEWATERING PLAN AND SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, EQUIPMENT AND ANTICIPATED STREAM FLOW VOLUMES. APPROVAL OF THE DEWATERING PLAN BY THE CO DOES NOT RELIEVE THE CONTRACTOR FROM COMPLETING THE WORK AS SPECIFIED. IF CONTRACTOR'S IDENTIFIED DEWATERING METHODS ARE NOT PRODUCING DESIRED RESULTS, CONTRACTOR SHALL RE-EVALUATE AND SUBMIT ANOTHER PLAN TO CO FOR APPROVAL AND IS INCIDENTAL TO THE WORK. 6. WORK TO COMPLETE RE-GRADING THE STEAM SHALL BE INCLUDED IN THE CONTRACTOR'S EROSION CONTROL PLAN. WORK TO COMPLETE RE-GRADING THE STEAM SHALL BE INCLUDED IN THE CONTRACTOR'S EROSION CONTROL PLAN. TRAFFIC CONTROL 1. SEE FOREST SERVICE SUPPLEMENTAL SPECIFICATION SECTION 156, PUBLIC TRAFFIC, FOR TRAFFIC CONTROL REQUIREMENTS. SEE FOREST SERVICE SUPPLEMENTAL SPECIFICATION SECTION 156, PUBLIC TRAFFIC, FOR TRAFFIC CONTROL REQUIREMENTS. 2. THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS PERFORMING WORKING ON THE TRABUCO CREEK ROAD TO ALLOW FOR PASSAGE OF VEHICLES AND THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS PERFORMING WORKING ON THE TRABUCO CREEK ROAD TO ALLOW FOR PASSAGE OF VEHICLES AND MATERIALS. CONSTRUCTION BYPASS 5. THE CONTRACTOR SHALL CONSTRUCT A BYPASS, OR BYPASSES, TO ROUTE TRAFFIC AROUND ACTIVE CONSTRUCTION AREAS AND ACROSS THE STREAM PRIOR TO CLOSING THE CONTRACTOR SHALL CONSTRUCT A BYPASS, OR BYPASSES, TO ROUTE TRAFFIC AROUND ACTIVE CONSTRUCTION AREAS AND ACROSS THE STREAM PRIOR TO CLOSING THE EXISTING ROAD. 6. TYPE OF BYPASS AND LOCATION SHALL BE INCLUDED IN THE TRAFFIC CONTROL PLAN. TYPE OF BYPASS AND LOCATION SHALL BE INCLUDED IN THE TRAFFIC CONTROL PLAN. 7. CONSTRUCTION BYPASS SHALL BE CAPABLE OF CARRYING AASHTO HL-93 TRUCK LOAD AND PASSING THE 10-YEAR STREAM FLOW (Q ) WITHOUT OVERTOPPING. . CONSTRUCTION BYPASS SHALL BE CAPABLE OF CARRYING AASHTO HL-93 TRUCK LOAD AND PASSING THE 10-YEAR STREAM FLOW (Q ) WITHOUT OVERTOPPING. . 10) WITHOUT OVERTOPPING. . 8. BYPASS ALIGNMENT(S), HORIZONTAL AND VERTICAL, SHALL BE CAPABLE OF CONVEYING PUBLIC AND CONTRACTOR CONSTRUCTION VEHICLES, INCLUDING BUT NOT LIMITED BYPASS ALIGNMENT(S), HORIZONTAL AND VERTICAL, SHALL BE CAPABLE OF CONVEYING PUBLIC AND CONTRACTOR CONSTRUCTION VEHICLES, INCLUDING BUT NOT LIMITED TO LOADED TRACTOR TRAILERS WITH UP TO 70-FOOT TRAILER LENGTHS TO ACCOMMODATE HAULING BRIDGE BEAMS TO THE TRABUCO 4 BRIDGE CONSTRUCTION SITE. 9. AT COMPLETION OF WORK THE BYPASS(ES) SHALL BE REMOVED AND THE AREAS USED RESTORED.AT COMPLETION OF WORK THE BYPASS(ES) SHALL BE REMOVED AND THE AREAS USED RESTORED.
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 CONTRACTING OFFICER, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. 2. 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. 3. TRABUCO CANYON ROAD SHALL BE KEPT OPEN TO PUBLIC TRAFFIC DURING TRABUCO CANYON ROAD SHALL BE KEPT OPEN TO PUBLIC TRAFFIC DURING CONSTRUCTION IN ACCORDANCE WITH FOREST SERVICE SUPLEMENTAL SPECIFICATION (FSSS) 156-PUBLIC TRAFFIC. 4. CONCRETE WASHOUT LOCATION SHALL BE APPROVED BY CO. CONCRETE WASHOUT CONCRETE WASHOUT LOCATION SHALL BE APPROVED BY CO. CONCRETE WASHOUT LOCATION SHALL BE AT A MINIMUM 50 FEET AWAY FROM ANY DRAIN INLETS, OPEN DRAINAGE FACILITIES, AND WATER COURSES. WASHOUT SHALL BE WATERTIGHT AND MAINTAINED BY THE CONTRACTOR. 5. NO WATER WILL BE AVAILABLE FOR CONTRACTOR USE. ALL WATER IS CONSIDERED 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 DELETERIOUS MATERIAL. 6. CONTRACTOR SHALL NOT PARK OR STORE MATERIAL IN STREAMBED, PRIOR TO CONTRACTOR SHALL NOT PARK OR STORE MATERIAL IN STREAMBED, PRIOR TO CONSTRUCTION. THE CONTRACTING OFFICER WILL FLAG APPROPRIATE AREAS FOR PARKING, STORING AND MATERIAL STOCKPILE AREAS. 7. NO TELEPHONE OR SANITARY FACILITIES WILL BE AVAILABLE FOR CONTRACTOR USE. NO TELEPHONE OR SANITARY FACILITIES WILL BE AVAILABLE FOR CONTRACTOR USE. 8. THE PROJECT LIMITS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND WILL BE THE PROJECT LIMITS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND WILL BE FLAGGED ON THE GROUND BY THE FOREST SERVICE PRIOR TO COMMENCING WORK. 9. INSTALL NARROW BRIDGE SIGNS (W5-2) A MINIMUM 150 FROM BRIDGE ON BOTH INSTALL NARROW BRIDGE SIGNS (W5-2) A MINIMUM 150 FROM BRIDGE ON BOTH ENDS ALONG APPROACH ROAD IN ACCORDANCE WITH MUTCD REQUIREMENTS. 10. ALL STAGING AREAS, BYPASS LOCATION AND OTHER AREAS DISTURBED BY ALL STAGING AREAS, BYPASS LOCATION AND OTHER AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TD PREVIOUS CONDITION AND APPROVED BY CO. 11. NOXIOUS WEED CONTROL; ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND NOXIOUS WEED CONTROL; ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND PWER WASHED AND FREE FOR DIRT AND DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST. 12. ARCHEOLOGICAL SITES; SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS OR ARCHEOLOGICAL SITES; SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SITE AND NOTIFY THE CO. 13. SALVAGE; ALL EXCESS MATERIALS SHALL BECOME THE PROPERTY OF THE SALVAGE; ALL EXCESS MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE DIRECTED BY THE CO, AND SHALL BE REMOVED FROM THE NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 14. TOPSOIL; TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 4" AND TOPSOIL; TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 4" AND STOCKPILED AS DIRECTED BY THE CO. EXPOSED SOIL SHALL RECEIVE 2" TO 3" OF TOPSOIL TO THE EXTENT ALLOWED BY THE EVEN DISTRIBUTION OF THE STOCKPILE. 15. CONTOURS SHOWN ARE APPROXIMATE. IF THERE IS A DISCREPANCY BETWEEN THE CONTOURS SHOWN ARE APPROXIMATE. IF THERE IS A DISCREPANCY BETWEEN THE ELEVATION SHOWN FOR A POINT AND THE ADJACENT CONTOURS, THE POINT ELEVATION WILL BE CONSIDERED CORRECT.
AutoCAD SHX Text HYDROLOGY AND HYDRAULICS MANNING'S COEFFICIENT n = 0.060 = 0.060 0.060 DRAINAGE AREA = 10.2 sq. mi. = 10.2 sq. mi. 10.2 sq. mi. STREAM SLOPE = 3.5% = 3.5% 3.5% PRECIPITATION, P = 24" = 24" 24" 100-YEAR FLOW (Q ) = 4070 cfs 100) = 4070 cfs = 4070 cfs 4070 cfs 100-YEAR VELOCITY = 15 fps = 15 fps 15 fps CROSSING ELEVATION = 1511.4 ft = 1511.4 ft 1511.4 ft 10-YEAR FLOW (Q ) = 1210 cfs10) = 1210 cfs= 1210 cfs1210 cfs
AutoCAD SHX Text ABBREVIATIONS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABUT ABUTMENT BUT ABUTMENT ABUTMENT AGG AGGREGATE AGGREGATE BOF BOTTOM OF FOOTING BOTTOM OF FOOTING CO CONTRACTING OFFICER CONTRACTING OFFICER CONT CONTINUOUS CONTINUOUS COR CONTRACTING OFFICER REPRESENTATIVE CONTRACTING OFFICER REPRESENTATIVE CY CUBIC YARDS CUBIC YARDS D.F. DOUGLAS FIR DOUGLAS FIR DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DS DOWNSTREAM DOWNSTREAM Ea EACH EACH ELEV ELEVATION ELEVATION FSSS FOREST SERVICE SUPPLEMENTAL SPECIFICATION FOREST SERVICE SUPPLEMENTAL SPECIFICATION Gal GALLON GALLON H HORIZONTAL HORIZONTAL HSS HOLLOW STRUCTURAL SECTION HOLLOW STRUCTURAL SECTION L LENGTH LENGTH Lb POUND POUND LF LINEAL FEET LINEAL FEET LOL LAY OUT LINE LAY OUT LINE LS LUMP SUM LUMP SUM LVC LENGTH OF VERTICAL CURVE LENGTH OF VERTICAL CURVE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NRL NOTIONAL RATING LOAD NOTIONAL RATING LOAD PI POINT OF INTERSECTION POINT OF INTERSECTION PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION R RADIUS RADIUS REINF REINFORCEMENT REINFORCEMENT STA STATION STATION SY SQUARE YARDS SQUARE YARDS TOF TOP OF FOOTING TOP OF FOOTING TOT TOTAL TOTAL TYP TYPICAL TYPICAL US UPSTREAM UPSTREAM V VERTICAL VERTICAL W WIDTH WIDTH SYMBOLS CENTERLINE CENTERLINE Δ CENTRAL ANGLE OF CURVE CENTRAL ANGLE OF CURVE DIAMETER PLATE PLATE % PERCENTPERCENT
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EXISTING PARKING
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NOTES: 1. COORDINATE SYSTEM; NAD83 CALIFORNIA STATE PLANES, COORDINATE SYSTEM; NAD83 CALIFORNIA STATE PLANES, ZONE VI, US FOOT 2. CONTOURS FROM 2018 LIDAR. CONTOURS FROM 2018 LIDAR. 3. FEATURES IDENTIFIED FROM 2022 FIELD SURVEY. FEATURES IDENTIFIED FROM 2022 FIELD SURVEY. 4. THE CONTROL POINT SYMBOL USED CONSISTS OF A CIRCLE THE CONTROL POINT SYMBOL USED CONSISTS OF A CIRCLE WITHIN AN EQUILATERAL TRIANGLE. THE ASSOCIATED POINT NUMBER IS LOCATED TO THE RIGHT OF THE SYMBOL.
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CLASS 6 RIPRAP SEE TYP. SECTION
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BOF ELEV: 1501.00
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NEW CHANNEL STA: 3+92.86
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BOF ELEV: 1501.00
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ABUTMENT 1 LOL STA: 3+53.45 FINISH GRADE ELEV: 1524.60
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ABUTMENT 2 LOL STA: 4+28.95 FINISH GRADE ELEV: 1524.60
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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
5/9 /24
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0.D W
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(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #2
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
TYPICAL SECTIONS
05/08/2024
P.LIND
P. LIND
I. ANDERSON
C-04 006 012
R-1708-006
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ABUTMENT, WINGWALL, AND/OR TOP EMBANKMENT
AutoCAD SHX Text
STREAM BED
AutoCAD SHX Text PLACED RIPRAP, CLASS 6 SECTION 705.02 WITH CLASS 1 TYPE A GEOTEXTILE ESTIMATED QUANTITY 260 SY
AutoCAD SHX Text
TYPICAL RIPRAP INSTALLATION NO SCALE
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 2%%%
AutoCAD SHX Text 2%%%
AutoCAD SHX Text TYPICAL PAVED ROAD SECTION AT BRIDGE 3+05.00 TO 3+51.90 4+30.51 TO 4+80.00 NO SCALE
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 2%%%
AutoCAD SHX Text 2%%%
AutoCAD SHX Text TYPICAL PAVED ROAD SECTION STA: 2+90.00 TO STA: 3+05.00 STA: 4+80.00 TO STA:5+00.00 NO SCALE
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 2%%%
AutoCAD SHX Text 2%%%
AutoCAD SHX Text TYPICAL PAVED ROAD SECTION STA: 1+50.00 TO STA: 2+90.00 STA: 5+00.00 TO STA: 5+40.00 NO SCALE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 2%%%
AutoCAD SHX Text 2%%%
AutoCAD SHX Text
TYPICAL PAVED ROAD SECTION STA: 5+41.00 TO STA: 5+52.00 NO SCALE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 2%%%
AutoCAD SHX Text 2%%%
AutoCAD SHX Text TYPICAL PAVED ROAD SECTION STA: 5+53.00 TO STA: 6+00.00 NO SCALE NOTE: PROVIDE SMOOTH TRANSITION FROM FULL SECTION FOR TIE-IN PROVIDE SMOOTH TRANSITION FROM FULL SECTION FOR TIE-IN TO EXISTING ASPHALT PAVED ROAD AT STA: 6+20.00.
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text 2%%%
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text TYPICAL ROAD SECTION STA: 1+00.00 TO STA: 1+50.00 NO SCALE NOTES: 1. PROVIDE SMOOTH TRANSITION FROM FULL SECTION FOR PROVIDE SMOOTH TRANSITION FROM FULL SECTION FOR TIE-IN TO EXISTING ROAD AT STA: 0+60. 2. TAPER WIDTH OF LEFT LANE FROM 8' AT STATION 1+30.49 TAPER WIDTH OF LEFT LANE FROM 8' AT STATION 1+30.49 TO 9' AT STATION 1+50.00.
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text
TYPICAL FILL SLOPE
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TYPICAL CUT SLOPE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text STREAM SECTION NOTES: 1. PROVIDE SMOOTH TRANSITION FOR TIE-IN TO ADJOINING SECTIONS AND AT TIE-IN TO EXISTING CHANNEL AT STA: 1+23.00 AND 3+11.00. PROVIDE SMOOTH TRANSITION FOR TIE-IN TO ADJOINING SECTIONS AND AT TIE-IN TO EXISTING CHANNEL AT STA: 1+23.00 AND 3+11.00. 2. SEE CONTOURS FOR RIGHT SIDE GRADING BETWEEN STA: 0+70.00 AND STA:0+90.00. SEE CONTOURS FOR RIGHT SIDE GRADING BETWEEN STA: 0+70.00 AND STA:0+90.00. 3. SEE CONTOURS FOR LEFT SIDE GRADING BETWEEN STA: 2+81.35 AND 3+11.00 SEE CONTOURS FOR LEFT SIDE GRADING BETWEEN STA: 2+81.35 AND 3+11.00 4. PROVIDE RIPRAP IN AREAS SHOWN ON SITE PLAN. PROVIDE RIPRAP IN AREAS SHOWN ON SITE PLAN. 5. USE EXCESS MATERIAL FROM CHANNEL GRADING FOR CHANNEL FILL, PLACE IN ACCORDANCE WITH FSSS 648. USE EXCESS MATERIAL FROM CHANNEL GRADING FOR CHANNEL FILL, PLACE IN ACCORDANCE WITH FSSS 648. 6. STREAMBED FINISHED GRADE SHALL BE PLACED IN AN IRREGULAR PATTERN TO PROVIDE FOR LOW FLOW PASSAGE. STREAMBED FINISHED GRADE SHALL BE PLACED IN AN IRREGULAR PATTERN TO PROVIDE FOR LOW FLOW PASSAGE. 7. STREAM SIMULATION BED SHALL BE APPROVED BY THE CO PRIOR TO PAYMENT. STREAM SIMULATION BED SHALL BE APPROVED BY THE CO PRIOR TO PAYMENT. 8. USE SUITABLE EXCESS MATERIAL LEFTOVER FROM CHANNEL GRADING FOR ROAD EMBANKMENT.USE SUITABLE EXCESS MATERIAL LEFTOVER FROM CHANNEL GRADING FOR ROAD EMBANKMENT.
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 1V:1.8H
AutoCAD SHX Text 1V:1.8H
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
TYPICAL STREAM SECTION STA: 1+30 TO STA: 1+50 STA: 3+00 TO STA: 3+05 NO SCALE
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
TYPICAL STREAM SECTION STA: 1+24 TO STA: 1+30 STA: 3+05 TO STA: 3+10 NO SCALE
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text 1V:1.8H
AutoCAD SHX Text 1V:1.8H
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 1V:2H
AutoCAD SHX Text 1V:2H
AutoCAD SHX Text
TYPICAL STREAM SECTION STA: 1+50 TO STA: 3+00 NO SCALE
AutoCAD SHX Text
BANK TOE
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BANK TOE
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AutoCAD SHX Text R
1'- 31 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
5/9 /24
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(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #2
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
ABUTMENT PLAN &
ELEVATION
05/08/2024
P.LIND
P. LIND
I. ANDERSON
B-01 007 012
R-1708-007
AutoCAD SHX Text
A2 ELEV: 1,501.00
AutoCAD SHX Text
A1 ELEV: 1,501.00
AutoCAD SHX Text
ABUT LOL
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
#4 HORIZONTAL @ 12"
AutoCAD SHX Text #7 @ 15"
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
# 8 @ 18" FULL HEIGHT
AutoCAD SHX Text
BOTHWAYS
AutoCAD SHX Text
#4 @ 12" CONT
AutoCAD SHX Text #4 @ 12"
AutoCAD SHX Text
SLOPE TO DRAIN
AutoCAD SHX Text
4" DIA DRAIN
AutoCAD SHX Text
BOTTOM OF RIPRAP
AutoCAD SHX Text 3/4"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
"SITEDRAIN SHEET 186
AutoCAD SHX Text
STRUCTURAL BACKFILL
AutoCAD SHX Text
AutoCAD SHX Text
WATERSTOP
AutoCAD SHX Text
TOTAL DRAIN SYSTEM"
AutoCAD SHX Text
@ 4'-0" HORIZONTAL
AutoCAD SHX Text
#4 @ 6'-0" VERTICAL
AutoCAD SHX Text
ABUT LOL
AutoCAD SHX Text #6 @ 6"
AutoCAD SHX Text
TOP & BOT TOT 32
AutoCAD SHX Text
AutoCAD SHX Text
# 8 @ 18" PARTIAL HEIGHT
AutoCAD SHX Text
CUTOFF 11'-6" ABOVE TOF
AutoCAD SHX Text
# 8 @ 9" LAP TO STEM 8 BARS LAP LENGTH 4'-0"
AutoCAD SHX Text 1 " x 5'-3" 14" x 5'-3"SMOOTH DOWEL
AutoCAD SHX Text 2"x 8"x 8" LAMINATED ELASTOMERIC BEARING PAD, 60 DUROMETER, AutoCAD SHX Text
DETAIL "C" NO SCALE
AutoCAD SHX Text
2" THICK EXPANSION JOINT MATERIAL
AutoCAD SHX Text
SMOOTH DOWEL, LOCATE ON CENTERLINE OF BEAM/SLAB
AutoCAD SHX Text
BEARINGSBEARINGS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 " x 5'-3" SMOOTH DOWELS LOCATE ON CENTERLINE 14" x 5'-3" SMOOTH DOWELS LOCATE ON CENTERLINEOF EACH BEAM/SLAB AT BOTH ABUTMENTS.
AutoCAD SHX Text
CENTERLINE BRIDGE/ROAD CONSTRUCTION
AutoCAD SHX Text
SLOPE BRIDGE SEAT -1% TOWARD ABUTMENT FACE ALONG ROAD PROFILE.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ABUT 1 ELEV: 1,524.85' ABUT 2 ELEV: 1,524.85'
AutoCAD SHX Text
ABUT 1 US ELEV: 1,519.96' ABUT 2 DS ELEV: 1,519.70'
AutoCAD SHX Text
ELEVATION VIEW NO SCALE (ABUTMENT 2 SHOWN, ABUTMENT 1 SIMILAR)
AutoCAD SHX Text 4" DIA DRAIN, 5 REQUIRED, 8' ON CENTER FROM CENTERLINE BRIDGE CONSTRUCTION, BOTH ABUTMENTS.
AutoCAD SHX Text
#4 @ 12 FRONT FACE
AutoCAD SHX Text
AutoCAD SHX Text
#8 @ 9" BACK FACE, LAP TO #8 STEM BARS
AutoCAD SHX Text
#4 @ 12 BACK FACE
AutoCAD SHX Text
#8 @ 18" BACK FACE FULL HEIGHT
AutoCAD SHX Text
#8 @ 18" BACK FACE PARTIAL HEIGHT, CUT OFF @ 11'-6" ABOVE TOF
AutoCAD SHX Text
ABUT 1 DS ELEV: 1,518.93' ABUT 2 US ELEV: 1,520.10'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
AutoCAD SHX Text 8 SITEDRAIN SHEET 186 PREFABRICATED SHEET DRAIN AS MANUFACTURED BY A.W.D. AMERICAN SITEDRAIN SHEET 186 PREFABRICATED SHEET DRAIN AS MANUFACTURED BY A.W.D. AMERICAN WICK DRAIN CORPORATION OR EQUAL. INSTALL IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS ON THE BACKFACE OF ALL WINGWALLS AND ABUTMENTS FOR A "TOTAL DRAIN SYSTEM". USE PLATE TO BRIDGE WEEP HOLE DRAIN. CUT BACK OF BLACK PLASTIC ON SHEET DRAIN TO MATCH SIZE OF WEEP HOLE. DO NOT CUT FILTER FABRIC.
AutoCAD SHX Text
1" PREMOLDED EXPANSION JOINT MATERIAL ALL AROUND.
AutoCAD SHX Text
2" PREMOLDED EXPANSION JOINT MATERIAL ALL AROUND EXCEPT AT BEARING PADS.
AutoCAD SHX Text
CONTROL JOINT - SEE DETAIL "D" THIS SHEET.
AutoCAD SHX Text COVER TOP OF VERTICAL JOINT WITH ROOFING TAR OR EQUAL TO PREVENT WATER AND DEBRIS FROM ENTERING.
AutoCAD SHX Text
WATER STOP - SEE DETAIL SHEET X-08.
AutoCAD SHX Text
SEE NOTE SHEET X-02.
AutoCAD SHX Text 2"x 8"x 8" LAMINATED ELASTOMERIC BEARING PAD, 60 DUROMETER.
AutoCAD SHX Text
AutoCAD SHX Text SCARIFY BOTTOM OF EXCAVATION 6" DEEP BELOW BOTTOM OF FOOTING, BRING TO 1% ABOVE OPTIMUM MOISTURE CONTENT, AND COMPACT TO 95% MAXIMUM DENSITY. DETERMINE OPTIMUM MOISTURE CONTENT AND MAXIMUM DRY DENSITY FOR SCARIFIED MATERIAL ACCORDING TO AASHTO T 180, METHOD C.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DETAIL "D" NO SCALE
AutoCAD SHX Text
FRONT FACE OF WINGWALL
AutoCAD SHX Text
REINFORCEMENT STEEL
AutoCAD SHX Text
1/8" X 1 1/2" MASONITE OR EQUAL. FULL HEIGHT WITH 2 - 3/4" CHAMFERS
AutoCAD SHX Text
BACK FACE OF WINGWALL
AutoCAD SHX Text
CENTERLINE BRIDGE/ROAD CONSTRUCTION
AutoCAD SHX Text
ABUTMENT 1 LOL STA. 3+53.45 ABUTMENT 2 LOL STA. 4+28.95
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
BRIDGE SEAT
AutoCAD SHX Text
SEE DETAIL C
AutoCAD SHX Text
WINGWALL LOL
AutoCAD SHX Text
WINGWALL LOL
AutoCAD SHX Text
ABUTMENT LOL
AutoCAD SHX Text
ABUTMENT LOL
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
ABUT 2 DS 8'-0"
AutoCAD SHX Text
ABUT 2 US 12'-0"
AutoCAD SHX Text
PLAN VIEW-ABUTMENT NO SCALE (ABUTMENT 2 SHOWN, ABUTMENT 1 SIMILAR)
AutoCAD SHX Text
AutoCAD SHX Text F
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3" 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
5/9 /24
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(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #2
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
ABUTMENT DETAILS
05/08/2024
P.LIND
P. LIND
I. ANDERSON
B-02 008 012
R-1708-008
AutoCAD SHX Text
#6 @ 12" BOT. OF FOOTING
AutoCAD SHX Text
#6 @ 12" FULL HEIGHT BACK FACE
AutoCAD SHX Text
BELOW BRIDGE SEAT
AutoCAD SHX Text
TRANSVERSE REINF.
AutoCAD SHX Text
TRANSVERSE REINFORCEMENT
AutoCAD SHX Text
#7 @ 15" TOP OF FOOTING
AutoCAD SHX Text
#6 @ 6" BOT. OF FOOTING
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
#8 @ 12" TOP OF FOOTING
AutoCAD SHX Text
ABOVE BRIDGE SEAT
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text
#4 VERT @ 12"
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text
#4 HORIZ @ 12"
AutoCAD SHX Text #4 @ 12"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
TOP & BOT
AutoCAD SHX Text
AT FACE
AutoCAD SHX Text
#4 VERTICAL 5'-0"
AutoCAD SHX Text
#6 @ 12 PARTIAL HEIGHT BACK FACE
AutoCAD SHX Text
#6 @ 6" BACK FACE LAP TO STEM #6 BARS
AutoCAD SHX Text
#4 CONTINUOUS TOTAL 30 WINGWALL REINFORCEMENT
AutoCAD SHX Text
#4 CONTINUOUS. TOTAL 32 ABUTMENT REINFORCEMENT
AutoCAD SHX Text
#6 @ 12" BACK FACE
AutoCAD SHX Text
#4 HORIZ @ 12" BACK FACE
AutoCAD SHX Text
#4 HORIZ @ 12" FRONT FACE
AutoCAD SHX Text
#4 VERT @ 12" FRONT FACE
AutoCAD SHX Text
#8 @ 18" BACK FACE
AutoCAD SHX Text
#3 @ 9" TOTAL 5
AutoCAD SHX Text
#4 VERT @ 12" FRONT FACE
AutoCAD SHX Text
WATERSTOP DETAIL
AutoCAD SHX Text
BRIDGE SEAT
AutoCAD SHX Text
#4 HORIZ @ 12" FRONT FACE
AutoCAD SHX Text
#4 VERT @ 12" FRONT FACE
AutoCAD SHX Text
#4 HORIZ @ 12" BACK FACE
AutoCAD SHX Text
#5 TOTAL 2
AutoCAD SHX Text
#3 @ 9" TOTAL 5 SEE CORNER DETAIL
AutoCAD SHX Text
BRIDGE SEAT
AutoCAD SHX Text
WALL CORNER DETAIL NO SCALE
AutoCAD SHX Text
#6 BARS SEE SECTION B-B THIS SHEET FOR BACK FACE REINFORCING AND SPACING
AutoCAD SHX Text
#4 HORIZ @ 12" BACK FACE
AutoCAD SHX Text
#8 BARS SEE SECTION A-A SHEET X-07 FOR BACK FACE REINFORCING AND SPACING
AutoCAD SHX Text
#4 HORIZ @ 12" BACK FACE
AutoCAD SHX Text
#4 HORIZ @ 12" FRONT FACE
AutoCAD SHX Text
#4 VERTICAL 5'-0"
AutoCAD SHX Text
#4 VERT @ 12" FRONT FACE
AutoCAD SHX Text
#4 @ 12" LAP W/FRONT & BACK FACE REINFORCEMENT
AutoCAD SHX Text
WALL CORNER DETAIL NO SCALE
AutoCAD SHX Text
WINGWALL ELEVATION NO SCALE
AutoCAD SHX Text
1/8" X 12" FLEXIBLE NEOPRENE BONDED 3" MIN. WIDTH ON EACH SIDE OF JOINT.
AutoCAD SHX Text
FOLD NEOPRENE INTO DEPRESSION
AutoCAD SHX Text
LIMIT OF BONDING
AutoCAD SHX Text
MINIMUM OVERLAP
AutoCAD SHX Text
PROTECTIVE COVER (HARDBOARD OR OTHER SUITABLE MATERIAL)
AutoCAD SHX Text
EXPANSION JOINT MATERIAL
AutoCAD SHX Text
1" CHAMFER TYPICAL
AutoCAD SHX Text
WATERSTOP DETAIL NO SCALE
AutoCAD SHX Text
FOOTING CORNER DETAIL NO SCALE
AutoCAD SHX Text
WW LOL
AutoCAD SHX Text #4 @ 12
AutoCAD SHX Text
BOTHWAYS
AutoCAD SHX Text #4 @ 12"
AutoCAD SHX Text
# 6 @ 12" PARTIAL HEIGHT
AutoCAD SHX Text
#4 HORIZONTAL @ 12"
AutoCAD SHX Text #8 @ 12"
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
CUTOFF 9'-0" ABOVE TOF
AutoCAD SHX Text
# 6 @ 12" FULL HEIGHT
AutoCAD SHX Text 3/4"
AutoCAD SHX Text 12"
AutoCAD SHX Text
@ 4'-0" HORIZONTAL
AutoCAD SHX Text
#4 @ 6'-0" VERTICAL
AutoCAD SHX Text
WINGWALL (WW) LOL
AutoCAD SHX Text #6 @ 12"
AutoCAD SHX Text
#5 TOTAL 2
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
1" CHAMFER
AutoCAD SHX Text
SECTION B-B NO SCALE (SEE SHEET X-07)
AutoCAD SHX Text
BOTTOM OF RIPRAP
AutoCAD SHX Text
AutoCAD SHX Text
STRUCTURAL BACKFILL
AutoCAD SHX Text
AutoCAD SHX Text
"SITEDRAIN SHEET 186
AutoCAD SHX Text
TOTAL DRAIN SYSTEM"
AutoCAD SHX Text
SLOPE TO DRAIN
AutoCAD SHX Text
4" DIA DRAIN
AutoCAD SHX Text
CONT TOT 30
AutoCAD SHX Text
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
# 6 @ 6" LAP TO STEM 7 BARS LAP LENGTH 3'-6"
AutoCAD SHX Text
A1 ELEV: 1,501.00
AutoCAD SHX Text
A2 ELEV: 1,501.00
AutoCAD SHX Text
ABUT LOL
AutoCAD SHX Text 1 " x 5'-3" SMOOTH DOWEL 14" x 5'-3" SMOOTH DOWELPER ASTM F-1554 (GALVANIZED). LOCATE ONE AT CENTER OF EACH BOX BEAM AT BOTH ABUTMENTS. EXTEND 2'-6' ABOVE BRIDGE SEAT.
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