A-10 J5-Trabuco4_Drawings.pdf
PDF 4 MB Posted
- Attached to
- Bridge Replacement Trabuco Canyon Crossing AOP #4 Federal contract opportunity
- Solicitation number
- 12970224R0033
- Issued by
- Department of Agriculture Forest Service
About this file
This document is a set of drawings and specifications for the Trabuco Canyon Crossing #4 bridge replacement project on the Cleveland National Forest in California. The project involves constructing a new precast prestressed concrete box beam bridge, including abutments, approach roadway, streambed work, and railing. Key details include:
The bridge superstructure and bearings are to be designed by the contractor to AASHTO LRFD standards, supporting HL-93 and legal vehicle loads. The bridge will be 68.5 feet long with 4 box beams, and have steel beam railing and approach guardrail. Substantial excavation, embankment, riprap, and streambed work is required. The contractor is responsible for dewatering, erosion control, and other site preparations. The project is located approximately 4.4 miles from the Trabuco Canyon/Trabuco Creek Road intersection in Orange County, California within the Cleveland National Forest. The solicitation number is 12970224R0033.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A-11 Existing and new structure overlay-Model addendum 2 Att 2.pdf | ||
| A-11 Trabuco Canyon Bridge Sites 1 2 and 4 Geotechnical Assessment-adm 2 att 1.pdf | ||
| A-11 12970224R0033 amd 2.pdf | ||
| A11 1amendment0001-12970224R0033.pdf | ||
| A-10 12970224R0033-solicitation.pdf | ||
| A-10 12970224R0033-fm.pdf | ||
| A-10 J7-Appendix A_ Bridges_BMPs 2012.docx | DOCX document | |
| A-10 J2- SOI - 129702224R0033.xlsx | XLSX spreadsheet | |
| A-10 J8-Wage Determination.pdf | ||
| A-10 J9-CNF Invasive Weeds List.pdf | ||
| A-10 J3-Trabuco_FSSS_20240215.docx | DOCX document | |
| A-10 J4-Project Map GIS 4.pdf | ||
| A-10 J6-Fire Plan.pdf |
Show all 13
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
SHEET OF
United States Department of Agriculture
Forest Service
001 012
PROJECT LOCATION: 33.6752, -117.5189
THE TRABUCO 4 PROJECT SITE IS LOCATED WITHIN THE CLEVELAND NATIONAL FOREST TRABUCO RANGER DISTRICT ON TRABUCO CREEK ROAD, FSR-6S13, AT APPROXIMATELY 4.4 MILES FROM THE INTERSECTION OF TRABUCO CREEK ROAD AND
TRABUCO CANYON ROAD, S19, IN ORANGE COUNTY CALIFORNIA.
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER
DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
DATE
2/2 3/2
4 1 5:
P
AU
LL
IN
D
C:
\U
SE
RS
\P
AU
LL
IN
D\
BO
X\
EP
_O
NE
ST
OP
SH
OP
\E P
PR
OJ
EC
T
AG
RE
EM
EN
TS
\N
FS
\R
-0
5\0 2-
CL
EV
EL
AN
D\
-E
NG
-0
2-
6\5 _W
OR
KI
NG
F
IL
ES
\T
RA
BU
CO
4\
_D
RA
W
IN
GS
\D
ES
IG
NF
IL
ES
\P
LA
NS
T
RA
BU
CO
4\
TR
AB
UC
O4
0.D
W G;
TRABUCO CANYON CROSSING #4
REGIONAL BRIDGE ENGINEER
CALIFORNIA
ORANGE COUNTY
(R05) PACIFIC SOUTHWEST REGION
CLEVELAND NATIONAL FOREST
TRABUCO RANGER DISTRICT
RD 6S13
INDEX OF SHEETS
SHEET SHEET TITLE DATE
X-01 COVER SHEET
X-02 GENERAL NOTES
X-03 EXISTING SITE PLAN
X-04 SITE PLAN
X-05 ROAD AND STREAM PROFILES
X-06 TYPICAL SECTIONS
X-07 ABUTMENT PLAN & ELEVATION
X-08 ABUTMENT DETAILS
X-09 GIRDER LAYOUT AND TYPICAL SECTIONS
X-10 BRIDGE RAILING LAYOUT
X-11 RAILING DETAILS
X-12 APPROACH RAILING DETAILS
PROJECT LOCATION
R-1709-001
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
2/2 3/2
4 1 5:
P
AU
LL
IN
D
C:
\U
SE
RS
\P
AU
LL
IN
D\
BO
X\
EP
_O
NE
ST
OP
SH
OP
\E P
PR
OJ
EC
T
AG
RE
EM
EN
TS
\N
FS
\R
-0
5\0 2-
CL
EV
EL
AN
D\
-E
NG
-0
2-
6\5 _W
OR
KI
NG
F
IL
ES
\T
RA
BU
CO
4\
_D
RA
W
IN
GS
\D
ES
IG
NF
IL
ES
\P
LA
NS
T
RA
BU
CO
4\
TR
AB
UC
O4
0.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #4
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
GENERAL NOTES
02/23/2024
P. LIND
P. LIND
I. ANDERSON
X-02 002 012
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 1210
20701 Earthwork Geosynthetics, Type I-A SY 520
20801 Structure Excavation CY 1280
20859 Structural Backfill CY 610
21102 Roadway obliteration LS 1
25101 Placed Riprap, Class 6, Method A CY 640
30104 Aggregate base, grading D, compaction method D Ton 430
40304 Asphalt Concrete, type Cal Trans 1/2" max. medium, PG-64-10 Ton 95
41201 Asphalt Tack Coat, Grade SS1h LS 1
55201 Structural Concrete, Class A (AE) CY 210
55301 Precast, Prestressed Concrete 2'-6"x 4'-0"x 68'-6" Box Beam; Design, Fabricate, Transport, and Install Ea 4
55401 Reinforcing Steel Lb 21100
55601 Bridge Railing, Steel, Two Rail LF 137
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
R-1709-002
AutoCAD SHX Text GENERAL AND 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 CO 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. 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. CHANGES TO THE EXCAVATION LIMITS SHOWN ON THIS SHEET 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. STRUCTURAL BACKFILL MATERIAL SHALL MEET FP-14, 704.04, SUITABLE STRUCTURE EXCAVATION MATERIAL MAY BE USED FOR STRUCTURAL BACKFILL MATERIAL. STRUCTURAL BACKFILL MATERIAL 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 (AASHTO T99, METHOD C AND AASHTO T310). 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 SHALL 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 SUBGRADE EXCAVATION, FOOTING SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT 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.
AutoCAD SHX Text 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 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 ACCESS FOR ALL EQUIPMENT AND MATERIAL DELIVERIES. ALL EXISTING SITE FEATURES ARE APPROXIMATE AND SHALL BE 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 CONSTRUCTION IN ACCORDANCE WITH FOREST SERVICE SUPLEMENTAL SPECIFICATION (FSSS) 156-PUBLIC TRAFFIC. 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 LOCATION SHALL BE AT A MINIMUM 50 FEET AWAY FROM ANY DRAIN INLETS, OPEN DRAINAGE FACILITIES, AND WATER 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 INCIDENTAL TO INDIVIDUAL WORK ITEMS. CONTRACTOR SHALL SECURE THEIR OWN WATER SOURCE AND WATER SECURED 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. CONTRACTOR SHALL NOT PARK OR STORE MATERIAL IN STREAMBED, PRIOR TO CONSTRUCTION. THE CONTRACTING OFFICER WILL FLAG APPROPRIATE AREAS FOR PARKING, STORING AND MATERIAL 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 FLAGGED ON THE GROUND BY THE FOREST SERVICE PRIOR TO COMMENCING WORK. 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 ENDS ALONG APPROACH ROAD IN ACCORDANCE WITH MUTCD REQUIREMENTS. 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 CONSTRUCTION ACTIVITIES SHALL BE RESTORED TD PREVIOUS CONDITION AND APPROVED BY CO. 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 PWER WASHED AND FREE FOR DIRT AND DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST. 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 SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SITE AND NOTIFY THE CO. 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 CONTRACTOR, UNLESS OTHERWISE DIRECTED BY THE CO, AND SHALL BE REMOVED FROM THE NATIONAL FOREST LAND IN 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 STOCKPILED AS DIRECTED BY THE CO. EXPOSED SOIL SHALL RECEIVE 2" TO 3" OF TOPSOIL TO THE EXTENT ALLOWED BY THE 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 ELEVATION SHOWN FOR A POINT AND THE ADJACENT CONTOURS, THE POINT ELEVATION WILL BE CONSIDERED CORRECT. 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. 16. WORK HOURS ARE BETWEEN 7:00 AM TO 5:00 PM, LOCAL TIME, MONDAY THROUGH FRIDAY EXCEPT FEDERAL HOLIDAYS AND THE WEEKS OF THANKSGIVING AND CHRISTMAS. WEEKEND EQUIPMENT WORK WORK HOURS ARE BETWEEN 7:00 AM TO 5:00 PM, LOCAL TIME, MONDAY THROUGH FRIDAY EXCEPT FEDERAL HOLIDAYS AND THE WEEKS OF THANKSGIVING AND CHRISTMAS. WEEKEND EQUIPMENT WORK IS NOT ALLOWED AT ANY TIME DURING THE WORK. NO FEDERAL HOLIDAYS OR WEEKEND WORK WITHOUT PRIOR APPROVAL BY THE CO.
AutoCAD SHX Text HYDROLOGY AND HYDRAULICS MANNING'S COEFFICIENT n = 0.060 = 0.060 0.060 DRAINAGE AREA = 9.1 sq. mi. = 9.1 sq. mi. 9.1 sq. mi. STREAM SLOPE = 4.6% = 4.6% 4.6% PRECIPITATION, P = 24" = 24" 24" 100-YEAR FLOW = 3720 cfs = 3720 cfs 3720 cfs ELEVATION = 1687' = 1687' 1687' VELOCITY, V = 15 fps= 15 fps15 fps
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
F L O
W
EXISTING ROAD
EXISTING CONCRETE FORD, USE
AS TRAFFIC BYPASS. DEMOLISH
AFTER BRIDGE CONSTRUCTED.
D
R
I
V
E
W
A
Y
D
R
I
V
E
W
A
Y
T
R
A
B
U
C
O
R
E
K
D
EXISTING PARKING
EXISTING PARKING,
DEMOLISH EXISTING
PIPE RAILING
PROVIDE ACCESS TO
EXISTING DRIVEWAYS
DURING CONSTRUCTION
F L O
W
F L O
W
TRABUCO CANYON
RD / S19: 4.4 MI
T
R
A
B
U
O
E
D
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 3/2
4 1 5:
P
AU
LL
IN
D
C:
\U
SE
RS
\P
AU
LL
IN
D\
BO
X\
EP
_O
NE
ST
OP
SH
OP
\E P
PR
OJ
EC
T
AG
RE
EM
EN
TS
\N
FS
\R
-0
5\0 2-
CL
EV
EL
AN
D\
-E
NG
-0
2-
6\5 _W
OR
KI
NG
F
IL
ES
\T
RA
BU
CO
4\
_D
RA
W
IN
GS
\D
ES
IG
NF
IL
ES
\P
LA
NS
T
RA
BU
CO
4\
TR
AB
UC
O4
0.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #4
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
EXISTING
SITE PLAN
02/23/2024
P. LIND
P. LIND
I. ANDERSON
X-03 003 012
NOTES:
1. COORDINATE SYSTEM; NAD83 CALIFORNIA STATE PLANES, ZONE VI, US FOOT
2. CONTOURS FROM 2018 LIDAR.
3. FEATURES IDENTIFIED FROM 2022 FIELD SURVEY.
4. 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.
5. CONTROL POINT 11 IS LOCATED APPROXIMATELY 206' TO THE NORTHEAST OF POINT 10 ON
THE NORTH SIDE OF THE EXISTING ROAD.
Feet
0 50 100
R-1709-003
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
ABUT. 2
ABUT. 1
0 3
P I
P I
P I
P C
P
T
P
C
P
T
P
I
P
I
N
E
N
E
N '5
E
.4
N89°08'42"E
13.44'
S88°18'26"E
N
E
N
E
L
Δ
L
Δ
P
C
P T
P C
P
T
P
I
S
W
S '0
"W
.3
N
W
L
Δ
R
L
24.6
Δ
21.7
R: 65.00
PI STA: 5+50.90
NORTHING: 2191733.61
EASTING: 6175647.29
PI STA: 3+83.78
NORTHING: 2191563.98
EASTING: 6175597.32
PI STA: 3+42.85
NORTHING: 2191691.74
EASTING: 6175499.58
PI STA: 0+68.15
NORTHING: 2191641.66
EASTING: 6175766.12
PI STA: 1+41.78
NORTHING: 2191634.84
EASTING: 6175692.75
PI STA: 2+23.88
NORTHING: 2191548.33
EASTING: 6175438.19
PI STA: 6+66.88
NORTHING: 2191792.71
EASTING: 6175749.79
℄ NEW CHANNEL
CONSTRUCTION
℄ NEW ROAD/BRIDGE
CONSTRUCTION
RIPRAP
RIPRAP
SHOULDER
NEW ROAD
SHOULDER
NEW ROAD
EXISTING
ROAD EDGE
NEW ROAD
SHOULDER
NEW ROAD
SHOULDER
EXIS
TING
DRIV
EWAY
EXIS
TING
DRIV
EWAY
EXISTING
ROAD EDGE
F L O
W
APPROXIMATE
PROJECT LIMITS
APPROXIMATE
PROJECT LIMITS
NARROW BRIDGE SIGN,
SEE NOTE 9 SHEET X-2
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 3/2
4 1 5:
P
AU
LL
IN
D
C:
\U
SE
RS
\P
AU
LL
IN
D\
BO
X\
EP
_O
NE
ST
OP
SH
OP
\E P
PR
OJ
EC
T
AG
RE
EM
EN
TS
\N
FS
\R
-0
5\0 2-
CL
EV
EL
AN
D\
-E
NG
-0
2-
6\5 _W
OR
KI
NG
F
IL
ES
\T
RA
BU
CO
4\
_D
RA
W
IN
GS
\D
ES
IG
NF
IL
ES
\P
LA
NS
T
RA
BU
CO
4\
TR
AB
UC
O4
0.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #4
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
SITE PLAN
02/23/2024
P. LIND
P. LIND
I. ANDERSON
X-04 004 012
Feet
0 30 60
R-1709-004
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
L E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
NEWROAD PROFILE
2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
2.34%
.5
0.00%
-8 .5
1.90%
V
S
A
E
V
A
E
V
PVI STA: 5+33.00
PVI ELEV: 1693.25
K: 5.88
LVC: 50.00
A
E
V
A
E
V
PVI STA: 4+05.00
PVI ELEV: 1693.25
K: 4.76
LVC: 50.00
A
E
V
A
E
V
PVI STA: 6+13.00
PVI ELEV: 1686.45
K: 4.58
LVC: 47.62
A
E
V
A
E
V
PVI STA: 2+80.00
PVI ELEV: 1680.12
K: 8.58
LVC: 70.00
ABUTMENT 1 LOL STA: 4+36.25
FINISH GRADE ELEV: 1693.25
ABUTMENT 2 LOL STA: 5+01.75
FINISH GRADE ELEV: 1693.25
PRESTRESSED CONCRETE BRIDGE
CAST-IN-PLACE CONCRETE ABUTMENTS
(RAILING NOT SHOWN)
EXCAVATE & REMOVE
LAYBACK SLOPES
CLASS 6 RIPRAP
SEE TYPICAL SECTION
NEW STREAM BED
SEE DETAILS X-06
BOF ELEV: 1671.17 BOF ELEV: 1671.17
Q100 ELEV: 1687.1℄ NEW CHANNEL
STA: 4+69.00
EXISTING GROUND
FINISHED GRADE
E L
E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
NEWCHANNEL PROFILE
0+55 1+00 1+50 2+00 2+50 3+00 3+20
-2.50% -5.29%
-4.17%
-3.42%
-1.95%
-3.88%
9.95%-3.90%
-5.00%
-5.00% -10.00%-7.70%
G R
A D
E
B
R E
A
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
G R
A D
E
B
R E
FINISHED GRADE
EXISTING GROUND
℄ NEW BRIDGE
STA: 2+12.99
FILLEXCAVATE & REMOVE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 3/2
4 1 5:
P
AU
LL
IN
D
C:
\U
SE
RS
\P
AU
LL
IN
D\
BO
X\
EP
_O
NE
ST
OP
SH
OP
\E P
PR
OJ
EC
T
AG
RE
EM
EN
TS
\N
FS
\R
-0
5\0 2-
CL
EV
EL
AN
D\
-E
NG
-0
2-
6\5 _W
OR
KI
NG
F
IL
ES
\T
RA
BU
CO
4\
_D
RA
W
IN
GS
\D
ES
IG
NF
IL
ES
\P
LA
NS
T
RA
BU
CO
4\
TR
AB
UC
O4
0.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #4
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
ROAD AND STREAM
PROFILES
02/23/2024
P. LIND
P. LIND
I. ANDERSON
X-05 005 012
R-1709-005
AutoCAD SHX Text 8.00'
AutoCAD SHX Text 2+40.00
AutoCAD SHX Text R
AutoCAD SHX Text NEW ROAD SHOULDER OFFSETS SIDE START STATION END STATION OFFSET FROM CENTERLINESIDE START STATION END STATION OFFSET FROM CENTERLINE
AutoCAD SHX Text 3+84.42
AutoCAD SHX Text 13.75'
AutoCAD SHX Text 4+08.00
AutoCAD SHX Text R
AutoCAD SHX Text 4+11.75
AutoCAD SHX Text 20.00'
AutoCAD SHX Text 5+27.25
AutoCAD SHX Text R
AutoCAD SHX Text 5+28.75
AutoCAD SHX Text 8.00'
AutoCAD SHX Text 6+13.75
AutoCAD SHX Text R
AutoCAD SHX Text 6+50.00
AutoCAD SHX Text 8.00'
AutoCAD SHX Text 2+40.00
AutoCAD SHX Text L
AutoCAD SHX Text 2+83.34
AutoCAD SHX Text 17.00'
AutoCAD SHX Text 3+43.34
AutoCAD SHX Text L
AutoCAD SHX Text 3+50.00
AutoCAD SHX Text 20.00'
AutoCAD SHX Text 4+06.50
AutoCAD SHX Text L
AutoCAD SHX Text 4+08.00
AutoCAD SHX Text 13.50'
AutoCAD SHX Text 5+27.25
AutoCAD SHX Text L
AutoCAD SHX Text 5+28.90
AutoCAD SHX Text 8.00'
AutoCAD SHX Text 5+53.90
AutoCAD SHX Text L
AutoCAD SHX Text 6+50.00
AutoCAD SHX Text NOTE: PROVIDE A SMOOTH TRANSITION TO MATCH SHOULDER LINES SHOWN ON SITE PLAN IN AREAS WHERE SHOULDER OFFSET VARIES, THROUGH LINEAR AND/OR CURVED TRANSITIONS, BETWEEN STATIONING WITH CONSTANT OFFSET SHOWN ON TABLE.
AutoCAD SHX Text
28.90' TO 32.33'
AutoCAD SHX Text 0+65.00
AutoCAD SHX Text R
AutoCAD SHX Text NEW CHANNEL BANK TOE OFFSETS SIDE START STATION END STATION OFFSET FROM CENTERLINESIDE START STATION END STATION OFFSET FROM CENTERLINE
AutoCAD SHX Text 0+77.94
AutoCAD SHX Text 35.00'
AutoCAD SHX Text 0+88.00
AutoCAD SHX Text R
AutoCAD SHX Text 1+55.00
AutoCAD SHX Text 37.50'
AutoCAD SHX Text 1+65.00
AutoCAD SHX Text R
AutoCAD SHX Text 1+68.00
AutoCAD SHX Text 38.50'
AutoCAD SHX Text 1+74.85
AutoCAD SHX Text R
AutoCAD SHX Text 1+79.03
AutoCAD SHX Text 23.40'
AutoCAD SHX Text 1+94.13
AutoCAD SHX Text R
AutoCAD SHX Text 1+94.64
AutoCAD SHX Text 21.57'
AutoCAD SHX Text 2+01.99
AutoCAD SHX Text R
AutoCAD SHX Text 2+23.99
AutoCAD SHX Text 25.19'
AutoCAD SHX Text 2+33.12
AutoCAD SHX Text R
AutoCAD SHX Text 2+33.62
AutoCAD SHX Text 28.00'
AutoCAD SHX Text 2+41.50
AutoCAD SHX Text R
AutoCAD SHX Text 2+52.14
AutoCAD SHX Text 37.00'
AutoCAD SHX Text 2+66.00
AutoCAD SHX Text R
AutoCAD SHX Text 2+81.15
AutoCAD SHX Text 29.00'
AutoCAD SHX Text 2+91.15
AutoCAD SHX Text R
AutoCAD SHX Text 3+04.00
AutoCAD SHX Text 10.00'
AutoCAD SHX Text L
AutoCAD SHX Text 1+50.00
AutoCAD SHX Text 24.44'
AutoCAD SHX Text 1+92.00
AutoCAD SHX Text L
AutoCAD SHX Text 1+94.14
AutoCAD SHX Text 21.57'
AutoCAD SHX Text 2+01.98
AutoCAD SHX Text L
AutoCAD SHX Text 2+23.99
AutoCAD SHX Text 23.59'
AutoCAD SHX Text 2+33.12
AutoCAD SHX Text L
AutoCAD SHX Text 2+33.62
AutoCAD SHX Text 26.00'
AutoCAD SHX Text 2+43.00
AutoCAD SHX Text L
AutoCAD SHX Text 2+60.00
AutoCAD SHX Text 36.63'
AutoCAD SHX Text 2+81.35
AutoCAD SHX Text L
AutoCAD SHX Text 22.75'
AutoCAD SHX Text 3+11.00
AutoCAD SHX Text R
AutoCAD SHX Text NOTE: PROVIDE A SMOOTH TRANSITION IN AREAS WHERE BANK TOE OFFSET VARIES BETWEEN STATIONING WITH CONSTANT OFFSET SHOWN ON TABLE.
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 3/2
4 1 5:
P
AU
LL
IN
D
C:
\U
SE
RS
\P
AU
LL
IN
D\
BO
X\
EP
_O
NE
ST
OP
SH
OP
\E P
PR
OJ
EC
T
AG
RE
EM
EN
TS
\N
FS
\R
-0
5\0 2-
CL
EV
EL
AN
D\
-E
NG
-0
2-
6\5 _W
OR
KI
NG
F
IL
ES
\T
RA
BU
CO
4\
_D
RA
W
IN
GS
\D
ES
IG
NF
IL
ES
\P
LA
NS
T
RA
BU
CO
4\
TR
AB
UC
O4
0.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #4
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
TYPICAL SECTIONS
02/23/2024
P. LIND
P. LIND
I. ANDERSON
X-06 006 012
R-1709-006
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 560 SY
AutoCAD SHX Text
TYPICAL RIPRAP INSTALLATION NO SCALE
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 1V:3H
AutoCAD SHX Text 2%%%
AutoCAD SHX Text 2%%%
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text TYPICAL PAVED ROAD SECTION AT BRIDGE 4+09.75 TO 4+34.75 5+03.25 TO 5+28.25 NO SCALE
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
AutoCAD SHX Text TYPICAL PAVED ROAD SECTION STA: 3+84.75 TO STA: 4+09.75 STA: 5+28.25 TO STA:5+53.25 NO SCALE
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
AutoCAD SHX Text TYPICAL PAVED ROAD SECTION STA: 2+84.75 TO STA: 3+84.75 STA: 5+53.25 TO STA: 6+23.25 NO SCALE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text TYPICAL ROAD SECTION STA: 2+40 TO STA: 2+84.75 STA: 6+23.25 TO STA: 6+50 NO SCALE NOTE: PROVIDE SMOOTH TRANSITION FROM FULL SECTION FOR TIE-IN TO EXISTING ROAD AT STA: 2+28 AND STA: 6+70, INCLUDING FOR DRIVEWAY ON LEFT SIDE AT APPROX. STA: 6+50 TO 6+70.
AutoCAD SHX Text 1V:1.5H
AutoCAD SHX Text
TYPICAL FILL SLOPE
AutoCAD SHX Text
TYPICAL CUT SLOPE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 1V:1.8H
AutoCAD SHX Text 1V:2H
AutoCAD SHX Text 1V:1.8H
AutoCAD SHX Text 1V:2H
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text TYPICAL STREAM SECTION RIGHT SIDE STA: 1+50.00 TO STA: 3+11.00 LEFT SIDE STA:1+50.00 TO STA: 2+81.35 NO SCALE
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 2%
AutoCAD SHX Text 1V:1.8H
AutoCAD SHX Text
TYPICAL STREAM SECTION STA: 0+65.00 TO STA: 0+90.00 NO SCALE
AutoCAD SHX Text 1V:2H
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 6.5%%%
AutoCAD SHX Text 1V:1.8H
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
TYPICAL STREAM SECTION STA: 0+90.00 TO STA: 1+50.00 NO SCALE
AutoCAD SHX Text 2%
AutoCAD SHX Text 1V:1.8H
AutoCAD SHX Text 1V:2H
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
BANK TOE
AutoCAD SHX Text
BANK TOE
AutoCAD SHX Text
BANK TOE
AutoCAD SHX Text
BANK TOE
AutoCAD SHX Text STREAM SECTION NOTES: 1. PROVIDE SMOOTH TRANSITION FOR TIE-IN TO ADJOINING SECTIONS AND AT TIE-IN TO EXISTING CHANNEL AT PROVIDE SMOOTH TRANSITION FOR TIE-IN TO ADJOINING SECTIONS AND AT TIE-IN TO EXISTING CHANNEL AT STA: 0+65.00 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 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 F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
2'-6"
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 3/2
4 1 5:
P
AU
LL
IN
D
C:
\U
SE
RS
\P
AU
LL
IN
D\
BO
X\
EP
_O
NE
ST
OP
SH
OP
\E P
PR
OJ
EC
T
AG
RE
EM
EN
TS
\N
FS
\R
-0
5\0 2-
CL
EV
EL
AN
D\
-E
NG
-0
2-
6\5 _W
OR
KI
NG
F
IL
ES
\T
RA
BU
CO
4\
_D
RA
W
IN
GS
\D
ES
IG
NF
IL
ES
\P
LA
NS
T
RA
BU
CO
4\
TR
AB
UC
O4
0.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #4
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
ABUTMENT PLAN
& ELEVATION
02/23/2024
P. LIND
P. LIND
I. ANDERSON
X-07 007 012
R-1709-007
AutoCAD SHX Text
A2 ELEV: 1,671.17
AutoCAD SHX Text
A1 ELEV: 1,671.17
AutoCAD SHX Text
ABUT LOL
AutoCAD SHX Text
#4 HORIZONTAL @ 12"
AutoCAD SHX Text #6 @ 9"
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
# 7 @ 12" 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
"AMERIDRAIN TOTAL
AutoCAD SHX Text
STRUCTURAL BACKFILL
AutoCAD SHX Text
AutoCAD SHX Text
WATERSTOP
AutoCAD SHX Text
DRAIN SYSTEM"
AutoCAD SHX Text
@ 4'-0" HORIZONTAL
AutoCAD SHX Text
#4 @ 6'-0" VERTICAL
AutoCAD SHX Text
ABUT LOL
AutoCAD SHX Text 1 1/4" %%C x 5'-0" DOWEL
AutoCAD SHX Text #8 @ 12"
AutoCAD SHX Text
TOP & BOT TOT 30
AutoCAD SHX Text
AutoCAD SHX Text
# 7 @ 12" PARTIAL HEIGHT
AutoCAD SHX Text
CUTOFF 11'-8" ABOVE TOF
AutoCAD SHX Text
# 7 @ 6" LAP TO STEM 7 BARS LAP LENGTH 4'-0"
AutoCAD SHX Text
SECTION A-A NO SCALE
AutoCAD SHX Text
SMOOTH DOWEL, LOCATE ON CENTERLINE OF BEAM/SLAB
AutoCAD SHX Text
1 " THICK 12" THICK EXPANSION JOINT MATERIAL
AutoCAD SHX Text 1 "x 8"x 8" LAMINATED 12"x 8"x 8" LAMINATED ELASTOMERIC BEARING PAD, 60 DUROMETER.
AutoCAD SHX Text
DETAIL "C" NO SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BEARINGSBEARINGS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ABUT 1 ELEV: 1,693.50' ABUT 2 ELEV: 1,693.50'
AutoCAD SHX Text
ABUT 1 US ELEV: 1,688.79 ABUT 2 DS ELEV: 1,687.69'
AutoCAD SHX Text
ABUT 1 DS ELEV: 1,688.56' ABUT 2 US ELEV: 1,689.36'
AutoCAD SHX Text 1 " x 5'-0" SMOOTH 14" x 5'-0" SMOOTHDOWELS LOCATE ON CENTERLINE OF EACH BEAM/SLAB AT BOTH ABUTMENTS.
AutoCAD SHX Text
CENTERLINE BRIDGE/ROAD CONSTRUCTION
AutoCAD SHX Text
ELEVATION VIEW NO SCALE (ABUTMENT 2 SHOWN, ABUTMENT 1 SIMILAR)
AutoCAD SHX Text
#7 @ 6" BACK FACE, LAP TO #7 STEM BARS
AutoCAD SHX Text
#4 @ 12 BACK FACE
AutoCAD SHX Text 4" DIA DRAIN, 5 REQUIRED, 8' ON CENTER, ALONG BACK FACE, FROM CENTERLINE BRIDGE CONSTRUCTION, BOTH ABUTMENTS.
AutoCAD SHX Text
SLOPE BRIDGE SEAT -1% TOWARD ABUTMENT FACE ALONG ROAD PROFILE.
AutoCAD SHX Text
AutoCAD SHX Text
#7 @ 12" BACK FACE FULL HEIGHT
AutoCAD SHX Text
#4 @ 12 FRONT FACE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
#7 @ 12" BACK FACE PARTIAL HEIGHT, CUT OFF @ 11'-8" ABOVE TOF
AutoCAD SHX Text
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 "AMERIDRAIN" PREFABRICATED SHEET DRAIN AS "AMERIDRAIN" 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". 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
1.5" 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 1 "x 8"x 8" LAMINATED ELASTOMERIC 12"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.
AutoCAD SHX Text
AutoCAD SHX Text 18"x 1 " MASONITE OR 12" MASONITE OR EQUAL. FULL HEIGHT WITH 2 - " CHAMFERS34" CHAMFERS
AutoCAD SHX Text
REINFORCEMENT STEEL
AutoCAD SHX Text
BACK FACE OF WINGWALL
AutoCAD SHX Text
FRONT FACE OF WINGWALL
AutoCAD SHX Text
DETAIL "D" NO SCALE
AutoCAD SHX Text
CENTERLINE BRIDGE/ROAD CONSTRUCTION
AutoCAD SHX Text
ABUTMENT LOL
AutoCAD SHX Text
ABUTMENT LOL
AutoCAD SHX Text
WINGWALL LOL
AutoCAD SHX Text
WINGWALL LOL
AutoCAD SHX Text
PLAN VIEW-ABUTMENT NO SCALE (ABUTMENT 2 SHOWN, ABUTMENT 1 SIMILAR)
AutoCAD SHX Text
ABUTMENT 1 LOL STA. 4+36.25 ABUTMENT 2 LOL STA. 5+01.75
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ABUT 2 DS 12'-6"
AutoCAD SHX Text
ABUT 1 DS 12'-6"
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
BRIDGE SEAT
AutoCAD SHX Text
SEE DETAIL C
AutoCAD SHX Text B
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
3"
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 3/2
4 1 5:
P
AU
LL
IN
D
C:
\U
SE
RS
\P
AU
LL
IN
D\
BO
X\
EP
_O
NE
ST
OP
SH
OP
\E P
PR
OJ
EC
T
AG
RE
EM
EN
TS
\N
FS
\R
-0
5\0 2-
CL
EV
EL
AN
D\
-E
NG
-0
2-
6\5 _W
OR
KI
NG
F
IL
ES
\T
RA
BU
CO
4\
_D
RA
W
IN
GS
\D
ES
IG
NF
IL
ES
\P
LA
NS
T
RA
BU
CO
4\
TR
AB
UC
O4
0.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #4
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
ABUTMENT DETAILS
02/23/2024
P. LIND
P. LIND
I. ANDERSON
X-08 008 012
R-1709-008
AutoCAD SHX Text
#4 @ 9" BOT. OF FOOTING
AutoCAD SHX Text
#4 @ 12" LAP W/FRONT & BACK FACE REINFORCEMENT
AutoCAD SHX Text
#7 @ 18" FULL HEIGHT BACK FACE
AutoCAD SHX Text
BELOW BRIDGE SEAT
AutoCAD SHX Text
FOOTING CORNER DETAIL
AutoCAD SHX Text
WINGWALL ELEVATION
AutoCAD SHX Text 3"
AutoCAD SHX Text
LIMIT OF BONDING
AutoCAD SHX Text
FOLD NEOPRENE
AutoCAD SHX Text
INTO DEPRESSION
AutoCAD SHX Text 1"
AutoCAD SHX Text
MINIMUM OVERLAP
AutoCAD SHX Text
PROTECTIVE COVER
AutoCAD SHX Text
( HARDBOARD OR OTHER
AutoCAD SHX Text
SUITABLE MATERIAL )
AutoCAD SHX Text
1/8" X 12" FLEXIBLE NEOPRENE
AutoCAD SHX Text
BONDED 3" MIN. WIDTH ON EACH
AutoCAD SHX Text
SIDE OF JOINT.
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
1" CHAMFER TYPICAL
AutoCAD SHX Text
WATERSTOP DETAIL
AutoCAD SHX Text
#3 @ 9" TOTAL 4
AutoCAD SHX Text
SEE CORNER
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
#5 TOTAL 2
AutoCAD SHX Text
#4 HORIZ @ 12"
AutoCAD SHX Text
BACK FACE
AutoCAD SHX Text
#4 HORIZ @ 12"
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text
#4 VERT @ 12"
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text
TRANSVERSE REINF.
AutoCAD SHX Text
TRANSVERSE REINFORCEMENT
AutoCAD SHX Text
#6 @ 9" TOP OF FOOTING
AutoCAD SHX Text
#8 @ 12" BOT. OF FOOTING
AutoCAD SHX Text
B-B THIS SHEET
AutoCAD SHX Text
#7 BARS SEE SECTION
AutoCAD SHX Text
#4 HORIZ @ 12"
AutoCAD SHX Text
BACK FACE
AutoCAD SHX Text
#4 VERT @ 12" FRONT FACE
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
WALL CORNER DETAIL
AutoCAD SHX Text
#8 @ 12" TOP OF FOOTING
AutoCAD SHX Text
#4 CONT. TOTAL 26
AutoCAD SHX Text
WINGWALL REINFORCEMENT
AutoCAD SHX Text
#4 CONT. TOTAL 30
AutoCAD SHX Text
ABUTMENT REINFORCEMENT
AutoCAD SHX Text
#7 BARS SEE SECTION
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
#4 HORIZ @ 12"
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text
FOR BACK FACE
AutoCAD SHX Text
ABOVE BRIDGE SEAT
AutoCAD SHX Text
BACK FACE
AutoCAD SHX Text
BRIDGE SEAT
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text
#4 VERT @ 12"
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text
WATERSTOP DETAIL
AutoCAD SHX Text #3 @ 9"
AutoCAD SHX Text
TOTAL 4
AutoCAD SHX Text
WALL CORNER DETAIL
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text #7 @ 18"
AutoCAD SHX Text
#4 HORIZ @ 12"
AutoCAD SHX Text
BACK FACE
AutoCAD SHX Text
REINFORCING AND SPACING
AutoCAD SHX Text
A-A SHEET X-7
AutoCAD SHX Text
FOR BACK FACE
AutoCAD SHX Text
REINFORCING AND SPACING
AutoCAD SHX Text
BRIDGE SEAT
AutoCAD SHX Text
BACK FACE
AutoCAD SHX Text #7 @ 18"
AutoCAD SHX Text
#4 VERT @ 12"
AutoCAD SHX Text
FRONT FACE
AutoCAD SHX Text
#4 HORIZ @ 12"
AutoCAD SHX Text
#4 HORIZ @ 12"
AutoCAD SHX Text
BACK FACE
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
#4 VERTICAL 5'-0"
AutoCAD SHX Text
#7 @ 18 PARTIAL HEIGHT BACK FACE
AutoCAD SHX Text
#7 @ 9" BACK FACE LAP TO STEM #7 BARS
AutoCAD SHX Text
A2 ELEV: 1,671.17
AutoCAD SHX Text
A1 ELEV: 1,671.17
AutoCAD SHX Text
WW LOL
AutoCAD SHX Text #4 @ 12
AutoCAD SHX Text
BOTHWAYS
AutoCAD SHX Text #4 @ 12"
AutoCAD SHX Text
# 7 @ 18" PARTIAL HEIGHT
AutoCAD SHX Text
#4 HORIZONTAL @ 12"
AutoCAD SHX Text #8 @ 12"
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
CUTOFF 8'-0" ABOVE TOF
AutoCAD SHX Text
# 7 @ 18" 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 #4 @ 9"
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-7)
AutoCAD SHX Text
BOTTOM OF RIPRAP
AutoCAD SHX Text
AutoCAD SHX Text
STRUCTURAL BACKFILL
AutoCAD SHX Text
AutoCAD SHX Text
"AMERIDRAIN TOTAL
AutoCAD SHX Text
DRAIN SYSTEM"
AutoCAD SHX Text
SLOPE TO DRAIN
AutoCAD SHX Text
4" DIA DRAIN
AutoCAD SHX Text
CONT TOT 26
AutoCAD SHX Text
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
# 7 @ 9" LAP TO STEM 7 BARS LAP LENGTH 3'-6"
AutoCAD SHX Text
ABUT LOL
AutoCAD SHX Text 1 " x 5'-0" SMOOTH DOWEL PER ASTM 14" x 5'-0" SMOOTH DOWEL PER ASTMA-449 (GALVANIZED). LOCATE ONE AT CENTER OF EACH BOX BEAM AT BOTH ABUTMENTS. EXTEND 2'-3' ABOVE BRIDGE SEAT. 2" HOLE MAY BE CORE DRILLED AFTER BRIDGE SEAT IS CONSTRUCTED TO FACILITATE BOX BEAM ALIGNMENT. AS ALTERNATIVE 2" HOLE MAY BE PREFORMED INTO CONCRETE SEAT. GROUT DOWELS INTO HOLES WITH NON-SHRINK GROUT
AutoCAD SHX Text 1 " x 1'-5" EXPANDED POLYSTYRENE 12" x 1'-5" EXPANDED POLYSTYRENEMATERIAL UNDER BOX BEAMS AND AROUND BEARING PADS. SECURE TO BRIDGE SEAT WITH ADHEASIVE.
AutoCAD SHX Text
BRG.BRG.
AutoCAD SHX Text 3" x 2'-6" SLEEVE IN BOX. AT ABUT 1ONLY, FILL EACH SLEEVE WITH NON-SHRINK GROUT, LEAVING THE TOP 1" OF TH EDOWEL EXPOSED, THEN FILL TO THE TOP OF EACH SLEEVE WITH POURED RUBBER JOINT SEALER. AT ABUT 2, DO NOT GROUT THE SLEEVES. PLUG EACH SLEEVE WITH PREFORMED 3" x1" POLYSTYRENE ON TOP OF THE DOWEL, THEN FILL TO THE TOP OF EACH SLEEVE WITH POURED RUBBER JOINT SEALER.
AutoCAD SHX Text 1 " x 8" x 8" 12" x 8" x 8" ELASTOMERIC PADS. SECURE TO BRIDGE SEAT WITH APPROVED ADHEASIVE
AutoCAD SHX Text
ABUTMENT
AutoCAD SHX Text
ASPHALT WEARING SURFACE
AutoCAD SHX Text
BOX BEAM AT ABUTMENT NO 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
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
NO SCALE
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 3/2
4 1 5:
P
AU
LL
IN
D
C:
\U
SE
RS
\P
AU
LL
IN
D\
BO
X\
EP
_O
NE
ST
OP
SH
OP
\E P
PR
OJ
EC
T
AG
RE
EM
EN
TS
\N
FS
\R
-0
5\0 2-
CL
EV
EL
AN
D\
-E
NG
-0
2-
6\5 _W
OR
KI
NG
F
IL
ES
\T
RA
BU
CO
4\
_D
RA
W
IN
GS
\D
ES
IG
NF
IL
ES
\P
LA
NS
T
RA
BU
CO
4\
TR
AB
UC
O4
0.D
W G;
(R05)
PACIFIC SOUTHWEST REGION
TRABUCO
CANYON
CROSSING #4
CLEVELAND NATIONAL
FOREST
TRABUCO RANGER DISTRICT
GIRDER LAYOUT AND
TYPICAL SECTION
02/23/2024
P. LIND
P. LIND
I. ANDERSON
X-09 009 012
R-1709-009
AutoCAD SHX Text
CENTERLINE BRIDGE CONSTRUCTION
AutoCAD SHX Text BITUMINOUS WEAR SURFACE 2" THICK AT CENTERLINE AND 1" THICK AT FACE OF RAIL POSTS.
AutoCAD SHX Text
TYPICAL SECTION NO SCALE
AutoCAD SHX Text
PRECAST/PRESTRESSED CONCRETE BOX BEAMS SEE SHEET X-02 FOR SPECIFICATIONS.
AutoCAD SHX Text
METAL BEAM BRIDGE RAIL AND POST SEE SHEET X-10 AND X-11
AutoCAD SHX Text
34" DRIP GROOVE TYP.
AutoCAD SHX Text
AutoCAD SHX Text
1 SEE NOTE 1 SHEET X-02.
AutoCAD SHX Text SPECIAL NOTES TIE RODS 1) TIE RODS SHALL BE 1 " DIA. ASTM A-449 HIGH STRENGTH RODS. TIE RODS SHALL BE 1 " DIA. ASTM A-449 HIGH STRENGTH RODS. 14" DIA. ASTM A-449 HIGH STRENGTH RODS. 2) TIE RODS SHALL HAVE AN INITIAL MINIMUM TENSION OF 40 KIPS. TIE RODS SHALL HAVE AN INITIAL MINIMUM TENSION OF 40 KIPS. 3) BOLT TENSION SHALL BE MEASURED BY THE USE OF DIRECT TENSION INDICATORS. THE D.T.I. SHALL CONFORM TO ASTM F-959. BOLT TENSION SHALL BE MEASURED BY THE USE OF DIRECT TENSION INDICATORS. THE D.T.I. SHALL CONFORM TO ASTM F-959. 4) HARDENED STEEL WASHERS SHALL CONFORM TO ASTM F-436. HARDENED STEEL WASHERS SHALL CONFORM TO ASTM F-436. 5) NUTS SHALL CONFORM TO ASTM A-563, GRADE DH. NUTS SHALL CONFORM TO ASTM A-563, GRADE DH. 6) TIE RODS, NUTS, WASHERS AND BEARING PLATES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. AN ANTI-GALLING LUBRICANT TIE RODS, NUTS, WASHERS AND BEARING PLATES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. AN ANTI-GALLING LUBRICANT SHALL BE APPLIED TO THE THREADS PRIOR TO TENSIONING THE TIE RODS.
AutoCAD SHX Text GROUT 7) GROUT SHALL BE HIGH STRENGTH NON-SHRINK GROUT AS SPECIFIED IN SUBSECTION 725.22(d). GROUT SHALL BE HIGH STRENGTH NON-SHRINK GROUT AS SPECIFIED IN SUBSECTION 725.22(d). 8) KEYWAYS AND BLOCKOUTS SHALL BE SANDBLASTED, CLEANED, AND GROUTED LEVEL WITH SURROUNDING GIRDER SURFACES. A BACKER ROD KEYWAYS AND BLOCKOUTS SHALL BE SANDBLASTED, CLEANED, AND GROUTED LEVEL WITH SURROUNDING GIRDER SURFACES. A BACKER ROD SHALL BE USED AS A SEAL FOR THE GROUT. 9) NO VEHICULAR TRAFFIC SHALL BE ALLOWED ON THE STRUCTURE UNTIL THE GROUT HAS ATTAINED A MINIMUM STRENGTH OF 5000 psi.NO VEHICULAR TRAFFIC SHALL BE ALLOWED ON THE STRUCTURE UNTIL THE GROUT HAS ATTAINED A MINIMUM STRENGTH OF 5000 psi.
AutoCAD SHX Text SUPERSTRUCTURE CONSTRUCTION SEQUENCE: : 1) SET BOX BEAMS SET BOX BEAMS 2) TENSION TIE RODS. TENSION TIE RODS. 3) GROUT 3 " DIA VERTICAL DOWEL HOLES AT ABUTMENTS. GROUT 3 " DIA VERTICAL DOWEL HOLES AT ABUTMENTS. 12" DIA VERTICAL DOWEL HOLES AT ABUTMENTS. 4) GROUT KEYWAYS.GROUT KEYWAYS.
AutoCAD SHX Text
AutoCAD SHX Text
TRABUCO ARROYO
AutoCAD SHX Text
CENTERLINE BRIDGE CONSTRUCTION
AutoCAD SHX Text 3" DIA. HOLE THRU AT CENTERLINE GIRDER, AT CENTERLINE SPAN, QUARTER POINTS, AND NEAR ABUTMENTS.
AutoCAD SHX Text
EDGE OF DECK
AutoCAD SHX Text
ABUT. 2 L.O.L. STA: 5+01.75
AutoCAD SHX Text
ABUT. 1 L.O.L. STA: 4+36.25
AutoCAD SHX Text
GIRDER LAYOUT
AutoCAD SHX Text
EDGE OF DECK
AutoCAD SHX Text
AutoCAD SHX Text INSTALL 1 " DIA. TIE-ROD AT EACH HOLE THROUGH BLOCKOUT, 5 TOTAL. 14" DIA. TIE-ROD AT EACH HOLE THROUGH BLOCKOUT, 5 TOTAL. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
GIRDERS
AutoCAD SHX Text
CENTERLINE GIRDER
AutoCAD SHX Text 10 "12"
AutoCAD SHX Text 5 "12"
AutoCAD SHX Text
3" DIA HOLE THRU GIRDER(SLAB)
AutoCAD SHX Text
RECESSED 2 " TYP12" TYP
AutoCAD SHX Text
1 " DIA TIE ROD14" DIA TIE ROD
AutoCAD SHX Text
3" DIA HOLE THRU
AutoCAD SHX Text
1" PLATE WASHER
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 2 "34"
AutoCAD SHX Text 2 "34"
AutoCAD SHX Text
CENTERLINE GIRDER
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 5 "12"
AutoCAD SHX Text 10 "12"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text
EXTERIOR GIRDER BLOCKOUT DETAIL
AutoCAD SHX Text
INTERIOR GIRDER BLOCKOUT DETAIL
AutoCAD SHX Text
CENTERLINE BOX BEAM
AutoCAD SHX Text
G…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .