BR-01 PAINT BRIDGE NO. 55 C GENERAL PLAN 720'-0" VC 605'-0" VC 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET.

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2 2'-" VC 6'-" VC BB EB TV - " TV CONDUITS (COX E 8 - " ELECTRIC CONDUITS (SDG & E T - " TELEPHONE CONDUITS 1. FOR INDEX TO PLANS, QUANTITIES, AND GENERAL NOTES, SEE "INDEX TO PLANS" SHEET. 2. FOR STRUCTURE DETAILS AND CURVE DATA, SEE "STRUCTURE PLAN NO. 1 AND NO. 2" SHEETS. FOR PILE DATA TABLE, SEE "FOUNDATION PLAN NO. 1" SHEET. GENERAL PLAN G 8" GAS INSIDE 12" CASING. FOR ADDITIONAL RAILING DETAILS, SEE "RAILING DETAILS" SHEET. F 2 - " FUTURE OPENINGS. FOR LOCATION AND OF UTILITY OPENINGS, SEE "TYPICAL SECTION" SHEET. S 1-2" SIGNAL INTERCONNECT CONDUIT 6. FOR UTILITY SUPPORT DETAILS, SEE "UTILITY PLANS." L 1-2" LIGHTING CONDUIT. FOR ELECTROLIER LOCATIONS, SEE "TYPICAL SECTION" SHEET. PAINT BRIDGE NO. C ELECTROLIER (TOTAL 9 (SEE "ELECTRICAL DETAILS" SHEETS 8. FOR ADDITIONAL GRADING DETAILS, SEE "GRADING PLANS." 9. FOR DECK DRAINAGE INFORMATION AND LOCATIONS, SEE "TYPICAL SECTION" AND "GIRDER LAYOUT" SHEETS. 1. CONDUITS IN SIDEWALK SHOWN SUPERSEDE BR-1

3 Geotechnical Legend /T so Qsw /Tso Alluvium Qsw Slopewash (Colluvium Older Alluvium Qtr Terrace Deposit Tso San Onofre Breccia Topanga Formation /Tso Topanga Formation and San Onofre Breccia, Undifferentiated Santiago Formation ( SCP 1- T -2 - Approximate Geologic Contact Fault, Dashed Where Approximate, Dotted Where Buried 1' Geotechnical Cross-Section 1' Bedding Attitude ' Joint Attitude lt au sf i to ch an Br t es DH A TS-1 ( DH ( - DH ( ( - T T T ( 29+ lt ia n ist Cr (W 1+ 6-Inch Diameter Trial Shaft - T Test Pit Cone Penetrometer Test (CPT Qafc TP-2 (-9- Bucket Auger Drill Hole Rotary Wash Drill Hole Fau Cristianitos ch (Main Bran Qtr DH-18 ( T Qafc /Tso SCALE 1" = ' 1 TP - 1 1' Bend in Section 6 16' Begin Northerly Bridge Bend in Section ' ' 8 Grade for Northerly Lanes 2' ' Sta. + Design Grade at Centerline DH-2 (-12- ' Sta. + Sta. + DH-1 (-12- (Proj. 8' Perp. Northerly Bridge End Northerly Bridge DH-A (-12- TD 61' Existing Ground Tso DH-2 (-12- (Proj. 2' Perp. DH-21 (-12- CPT-1 (-12- (Proj. 1' Perp. SMWD EASEMENT DH-18 (-12- DH-6 (-12- (Proj. ' Perp. CPT- DH-1 (-12- (-12- (Proj. 1' Perp. (Proj. 6' Perp. CPT- (-12- (Proj. 11' Perp. DH-1 (-12- Bent 8 DH-2 (-12- CPT- (-12- (Proj. ' Perp. Bent DH-8 (-12- (Proj. ' Perp. TS-1 (-12- (Proj. 1' Perp. Bent 6 CPT-6 (-12- (Proj. 6' Perp. Bent DH- (-12- (Proj. 2' Perp. Bent Abut 1 Bent DH-19 (-12- (Proj. 28' Perp. Existing TT11 Grade Bent 2 DH-22 (-12- Design Grade Abut 9 Qtr TD 8' TD 2' TD 61' /Tso TD 9' TD /Qsw TD ' (West Branch TD 91' TD 11' TD 11' TD 11' (Main Branch TD 8.' TD 86' TD 8'? Cristianitos Fault Cristianitos Fault? TD 66.' TD 8.' TD 161' TD 1' TD 11' TD 181' CHIQUITA CANYON BRIDGE Map and Cross Section (Northerly Bridge Date: Project No.: April 18, Plate

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7 ult Fa os nit ch ran tb es (W ia ist Cr ( C - PT 1-1 ( D - H 1 - ( D H ( D H - 1 A TS-1 ( ( C - PT T ( - DH 1-6 ( -1 ( D - H T ( C - PT Sta. + Abutment 1 DH-2 (-12-28'' TOPANGA FORMATION ( 18 1 Bent Bent 2 Final Abutment 1 MATCH LINE AT STA + Original Ground Surface 112 Sta Existing TT 11 Rough Grade at Centerline DH-19 (-12- (Proj ' Perp. 28'' (SC TOPANGA FORMATION ( (SW (SC NO SOIL RECOVERY TORVANE % Passing # Sieve P2 ELECTRONIC CONE % FINER THAN # SIEVE PF JET BORING TV SIEVE ANALYSIS SA POCKET MAX. DRY DENSITY MD PP DIAMOND CORE BORING COMPRESSION DS TEST PIT AUGER BORING (DRY Existing Ground SAN ONOFRE BRECCIA (Tso GRAVEL (GW EY Y GRAVEL (GW GRAVEL (GW DH-/A (-12- (Proj. 2' Perp. OLDER ALLUVIUM ( 1 99 (SC 1 (SC 29 Note: Visual classifications of earth materials are based on field inspection and are confirmed or revised with laboratory test results as necessary. Hard > TOPANGA FORMATION ( SILT (ML TEST BORINGS LOG OF IGNEOUS > Very Stiff 16- Very Dense Y SILT SILTY METAMORPHIC 9-1 Dense 11- Firm -9 Medium Dense -1 Stiff Y EY SEDIMENTARY GRAVEL 2- Loose Soft Very Soft <2 Very loose - EY SILT SILT N-Value/ Cohesive Granular N-Value/ DIRECT SHEAR UNCONFINED UC UNCONSOLIDATED UU ROTARY SAMPLE BORING (WET SAMPLE BORING (DRY SILTY 1 8 ORGANIC MATTER AND/OR PEAT CONSOLIDATED CONSOLIDATION CU CN CHEMICAL ANALYSIS ATTEBERG LIMITS AL CA 21 " CONE According to the Standard Penetration Test (ASTM D-186 TEST DESIGNATIONS TYPES OF BORINGS LEGEND OF EARTH MATERIALS (USCS BASED ON ASTM D28, D288 CONSISTENCY CLASSIFICATION FOR SOILS IN-SITU, LAB & FIELD 11 6 Sta. +2

8 N-Value/ > CONSISTENCY CLASSIFICATION FOR SOILS According to the Standard Penetration Test (ASTM D-186 Granular Very loose Loose Medium Dense Dense Very Dense N-Value/ < > Cohesive Very Soft Soft Firm Stiff Very Stiff Hard LEGEND OF EARTH MATERIALS (USCS BASED ON ASTM D28, D DH-21 ( /" SILT GRAVEL Y EY Y SILT SILTY Note: Visual classifications of earth materials are based on field inspection and are confirmed or revised with laboratory test results as necessary. /" /." /2." /2." /1." OLDER ALLUVIUM ( (SW (SP-SM (SP-SM (SW-SM SANTIAGO FORMATION ( (SW-SM (SW (SC (SP-SM SILT (ML SILT (ML SILTY EY SILT ORGANIC MATTER AND/OR PEAT SEDIMENTARY METAMORPHIC IGNEOUS TYPES OF BORINGS 2 1 " CONE SAMPLE BORING (DRY ROTARY SAMPLE BORING (WET AUGER BORING (DRY TEST PIT DIAMOND CORE BORING JET BORING ELECTRONIC CONE IN-SITU, LAB & FIELD TEST DESIGNATIONS AL ATTEBERG LIMITS CA CHEMICAL ANALYSIS CN CONSOLIDATION CU CONSOLIDATED UU UNCONSOLIDATED UC UNCONFINED COMPRESSION DS DIRECT SHEAR MD MAX. DRY DENSITY PP POCKET SA SIEVE ANALYSIS PF % FINER THAN # SIEVE TV TORVANE P2 % Passing # Sieve NO SOIL RECOVERY MATCH LINE AT STA + Sta. +29 Bent Sta. + CPT-6 (-12- (Proj. 6' Perp Friction Ratio (% Qc (tsf Sta DH-2 (-12- (Proj ' Perp OLDER ALLUVIUM ( DH-8 (-12- (Proj. ' Perp. OLDER ALLUVIUM ( (SW 22 (SW (SC 8 (SW 1 2 (SC SILT (ML-SM 6 (SC 1 26 (SC (SM (CL (SW 12 GRAVEL (GW SANTIAGO FORMATION ( (SW 8 (SM (SC 68 (SC 16 (SW (SC SILT (ML /" 11 1 TOPANGA FORMATION ( SILT (ML /" /" (SC 1 2 (SW (SC /." 18 2 /" Sta. + Bent Sta. +8 TS-1 (-12- (Proj. 1' Perp. 6'' OLDER ALLUVIUM ( (SP-SM (SC (SC (SP-SC SILT (ML (SC (SC SILT (ML TOPANGA FORMATION ( SILT (ML SILT (ML (SC SILT (ML SANTIAGO FORMATION ( SILT (ML Sta. 9+1 DH-2 (-12- OLDER ALLUVIUM ( CPT- (-12- (Proj. ' Perp. SEE CPT DATA BELOW (SC 1 (SW (SC 1 26 (SP-SM (SW 1 (SW-SM 1 2 (SP-SM 19 2 (SC 2/6" SANTIAGO FORMATION ( (SW-SM /" 12 1 /" 11 2 (SP-SM (SC 8/1" SILT (ML /" (SW-SM /" SILT (ML-SM (SC (SC Sta. 9+1 Bent 6 Sta. 9+9 CPT-1 (-12- (Proj. 1' Perp Friction Ratio (% Qc (tsf CPT- (-12- (Proj. ' Perp Friction Ratio (% Qc (tsf Sta. 9+1 MATCH LINE AT STA +2 LOG OF TEST BORINGS

9 Sta. +1 OLDER ALLUVIUM ( 16 DH-1 (-12- (Proj. 6' Perp. SEE CPT DATA BELOW 1 1 (SP (SW 1 1 GRAVEL (GW SANTIAGO FORMATION ( (SW (SC (SC (CH (SW ' (SW-SM OLDER ALLUVIUM ( (SW-SC SILT (ML DH-1 (-12- OLDER ALLUVIUM ( 22 TERRACE DEPOSIT (Qtr 1 1 Original Ground Surface Sta. 2+9 DH-6 (-12- (Proj. ' Perp. OLDER ALLUVIUM ( Sta Sta. 2+ Sta. 1+1 Sta. 1+ DH-18 (-12- DH-22 (-12- Final Abutment 1 Bent 8 Bent CPT- (-12- (Proj. 1' Perp. 28'' (SC/CL (SM-SC (SC (SP (SW (SC SILT (ML-MH Y (SP 2 21 EY 9 (CH (SW 9 SANTIAGO FORMATION ( SILTY Y SILT (SM/ML (CH /" (SC SILTY ; 11 1 SILT (ML 11 1 (SW % FINER THAN # SIEVE TORVANE PF TV EY Y / EY (CL/SC 16 2 (SW-SC Y (SC SANTIAGO FORMATION ( (SW SANTIAGO FORMATION ( SILT (SW-SM 8 (SW-SM 98/1" /" Sta. 2+ MATCH LINE AT STA +2 SIEVE ANALYSIS SA /" (SC 1 2 SANTIAGO FORMATION ( CPT- (-12- (Proj. 1' Perp. (SC /" % Passing # Sieve NO SOIL RECOVERY P2 Y ELECTRONIC CONE JET BORING MAX. DRY DENSITY POCKET MD PP DIAMOND CORE BORING COMPRESSION DIRECT SHEAR DS (SC /" /2" (SP-SM (SW /" 12 1 (SW-SC /." LOG OF Note: Visual classifications of earth materials are based on field inspection and are confirmed or revised with laboratory test results as necessary. Hard > (SW-SC Y EY (SC Y Y (SW-SC SILTY Y /" Friction Ratio (% (SC Qc (tsf TEST BORINGS IGNEOUS > Very Stiff 16- Very Dense Y Y SILT SILTY METAMORPHIC 9-1 Dense 11- Firm -9 Medium Dense -1 Stiff Y EY SEDIMENTARY GRAVEL 2- Loose Soft /" Very loose < Very Soft TEST PIT UNCONFINED UC AUGER BORING (DRY UNCONSOLIDATED UU EY SILT SILT N-Value/ Cohesive Granular N-Value/ SILTY ORGANIC MATTER AND/OR PEAT ROTARY SAMPLE BORING (WET CONSOLIDATED CONSOLIDATION CU CN SAMPLE BORING (DRY ATTEBERG LIMITS CHEMICAL ANALYSIS AL CA 21 " CONE According to the Standard Penetration Test (ASTM D-186 TEST DESIGNATIONS 1 IN-SITU, LAB & FIELD (SP-SM /" TYPES OF BORINGS 12 LEGEND OF EARTH MATERIALS (USCS BASED ON ASTM D28, D CONSISTENCY CLASSIFICATION FOR SOILS Y 8 Y ( SC/CL EY ( SC (SW 2 (CH EY (SC (SC

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