3-2024_0510_Murray_Bridge_Final_11x17.pdf

PDF 43 MB Posted

Attached to
Murray Street Bridge Seismic Retrofit and Barrier Replacement
Solicitation number
IFB No. PW-0149
Issued by
Santa Cruz County, San Francisco City, California

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ST

OP

SCCRTC

SCCRTC

ELEVATION

PLAN

TYPICAL SECTION

MURRAY STREET BRIDGESEISMIC RETROFIT AND BARRIER REPLACEMENT

GENERAL PLAN

B-1

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BB

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PG

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AutoCAD SHX Text 30" CISSPile (Total 4) Battered 1:12

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RAMP

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CONC.

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CURB

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CONC.

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CURB

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AC SWALE

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RR SWITCH

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SHED

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BLDG

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RIP RAP

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PATCH

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AutoCAD SHX Text EB 16+82.41±Elev 21.3±(Exist deck)

AutoCAD SHX Text S 88°42'04"E±

AutoCAD SHX Text Murray Street (Exist)

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WOODS LAGOON

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SCCRTC R/W

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SCCRTC

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BC 16+97.60

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AutoCAD SHX Text Concrete Infill Wall Shear Key and Seat Extension Foundation Retrofit with CISS Piles Bent Retrofit with CISS Piles Abutment Retrofit with Tie Rods and Anchor Piles Curtain Wall

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RETROFIT LEGEND:

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LEGEND:

AutoCAD SHX Text Indicates Existing Structure Indicates New Structure Indicates Direction of Traffic Indicates Direction of Flow Indicates Fixed Bearing Indicates Expansion Bearing Indicates Bridge Removal (Portion) Indicates Point of Minimum Vertical Clearance over Port Service Road

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1. For General Notes and Index to Plans, see "INDEX TO PLANS" sheet. 2. For Hydrologic Summary, see "FOUNDATION PLAN" sheet. 3. For Sanitary Sewer Force Main (SSFM) details, see SANITARY SEWER FORCE MAIN PLANS.

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NOTES:

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REVISION DATES (PRELIMINARY STAGE ONLY)

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PROJECT MANAGER

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BRIDGE NO.

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CIVIL

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CITY OF SANTA CRUZ

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PUBLIC WORKS DEPARTMENT

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PREPARED FOR THE

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ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

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DISREGARD PRINTS BEARING EARLIER REVISION DATES

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MARK IMBRIANI

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AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

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CONTRACT NO.

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EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

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REGISTERED ENGINEER - CIVIL

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PINKERTON

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CAMERON J.

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C. PINKERTON

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K. NEGORO

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C. PINKERTON

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W. CULLUMBER

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A. CARDOZA

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W. CULLUMBER

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AS SHOWN

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AutoCAD SHX Text Paint Br. No. 36C0108 Paint Bent Number California ST-75 Bridge Rail (Mod) California ST-75SW Bridge Rail (Mod-1) Closure pour (3'-0" wide) Polyester Concrete Overlay Structure Approach Type EQ(10) & R(10) PC/PS "I" Girder I" Girder " Girder Slope Paving (Concrete)

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AutoCAD SHX Text Deck Drainage Retaining Wall Reconstruct portion of Seawall 4" Gas Line in 8" casing (PG&E)Reconstruct 12" Water Line (City)PG&E Electrical in 6" casingFuture Utility Opening Reset Structure Mounted Electrolier Sanitary Sewer Force Main (SSFM) SSFM Steel Truss Bridge (Spans 1-4) SSFM Vault Midwest Guardrail System, see ROAD PLANS Bioretention Facility, see ROAD PLANS Street Lighting Conduit Comcast Line in 6" casing

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C2-CURVE DATA R=425.00' Δ=08°35'20" 08°35'20" T=31.91' L=63.71'

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AutoCAD SHX Text See Electrical Plans

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MURRAY STREET BRIDGE

SEISMIC RETROFIT AND BARRIER REPLACEMENT

INDEX TO PLANS

B-2

LOAD AND RESISTANCE FACTOR DESIGN

CALTRANS STANDARD PLANS

DATED 2018

INDEX TO PLANS

PILE DATA TABLE

ARS CURVE

CONCRETE STRENGTH AND TYPE LIMITS

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CIVIL

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CITY OF SANTA CRUZ

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PUBLIC WORKS DEPARTMENT

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PREPARED FOR THE

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ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

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DISREGARD PRINTS BEARING EARLIER REVISION DATES

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MARK IMBRIANI

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CONTRACT NO.

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EA NO.

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REGISTERED ENGINEER - CIVIL

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PINKERTON

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CAMERON J.

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C. PINKERTON

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K. NEGORO

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C. PINKERTON

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W. CULLUMBER

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G. IMBSEN

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W. CULLUMBER

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AS SHOWN

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AutoCAD SHX Text DESIGN: AASHTO LRFD Bridge Design Specifications, 8th edition and the California Amendments preface dated January 2019. SEISMIC DESIGN: Existing Structure: Memo to Designers 20-4. New Components: Caltrans Seismic Design Criteria (SDC), Version 2.0 dated April 2019. DEAD LOAD: Includes 35 psf for future wearing surface. Stay-in-place forms not allowed. LIVE LOADING: HL93 and permit design load. SEISMIC LOADING: Soil Profile Type F Moment Magnitude: Mmax = 7.9 Peak Ground Acceleration 0.60 See Site Specific ARS Curve STRUCTURAL STEEL: Steel Plates: ASTM A709, Grade 50 fy = 50,000 psi minimum Tie Rods: ASTM A449, Type 1 fy = 81,000 psi minimum Steel Pipe Piles (CISS Piles): ASTM A53 REINFORCED CONCRETE: fy = 60 ksi f'c = 3.6 ksi n = 8 EXISTING REINFORCED CONCRETE: fye = 44 ksi (Expected, Grade 40) f'ce = 5 ksi for existing concrete (Aged) n = 7 PRESTRESSED CONCRETE: See Prestressing Notes on "PC/PRETENSIONED I GIRDER" sheet. PILES: See PILE DATA TABLE this sheet.

AutoCAD SHX Text A3A A3B A3C A10A A10B A10C A10D A10E A62B A62C BO-1 BO-3 BO-5 BO-13 B6-1 B6-10 B6-21 B7-5 B7-6 DATED 2023 B9-3 B9-4 B9-5

AutoCAD SHX Text ABBREVIATIONS (SHEET 1 OF 3) ABBREVIATIONS (SHEET 2 OF 3) ABBREVIATIONS (SHEET 3 OF 3) LEGEND - LINES AND SYMBOLS (SHEET 1 OF 5) LEGEND - LINES AND SYMBOLS (SHEET 2 OF 5) LEGEND - LINES AND SYMBOLS (SHEET 3 OF 5) LEGEND - LINES AND SYMBOLS (SHEET 4 OF 5) LEGEND - LINES AND SYMBOLS (SHEET 5 OF 5) LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE SURCHARGE AND WALL LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS T-BEAM DETAILS UTILITY OPENINGS - T-BEAM JOINT SEALS (MAXIMUM MOVEMENT RATING = 2") DECK DRAINS DECK DRAINS - TYPES D-1 AND D-2 STRUCTURE APPROACH - TYPE R (10) STRUCTURE APPROACH - TYPE EQ (10) STRUCTURE APPROACH - SLAB DETAILS

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CALTRANS STANDARD PLAN SHEET NO. DETAIL NO.

AutoCAD SHX Text B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21 B-22 B-23 B-24 B-25 B-26 B-27 B-28 B-29 B-30 B-31 B-32 B-33 B-34 B-35 B-36 B-37 B-38 B-39 B-40 B-41 B-42 B-43 B-44 B-45 B-46 B-47 B-48 B-49 B-50 B-51 B-52 B-53 B-54 B-55 B-56 B-57 B-58 B-59 B-60 B-61 B-62 B-63 B-64 B-65 B-66 B-67 B-68 B-69 B-70 B-71

AutoCAD SHX Text GENERAL PLAN INDEX TO PLANS FOUNDATION PLAN ABUTMENT 1 PARTIAL REMOVAL ABUTMENT 1 LAYOUT ABUTMENT 1 DETAILS NO. 1 ABUTMENT 1 DETAILS NO. 2 BENT 2 LAYOUT BENT 3 LAYOUT BENTS 2 & 3 DETAILS NO. 1 BENTS 2 & 3 DETAILS NO. 2 BENTS 2 & 3 DETAILS NO. 3 BENT 4 LAYOUT BENT 4 DETAILS NO. 1 BENT 4 DETAILS NO. 2 BENT 4 DETAILS NO. 3 BENT 4 DETAILS NO. 4 BENTS 5 THRU 8 LAYOUT BENTS 5 THRU 8 DETAILS NO. 1 BENTS 5 THRU 8 DETAILS NO. 2 BENTS 5 THRU 8 DETAILS NO. 3 BENT 9 AND ABUTMENT 10 PLAN BENT 9 AND ABUTMENT 10 ELEVATION BENT 9 LAYOUT NO. 1 BENT 9 LAYOUT NO. 2 BENT 9 DETAILS NO. 1 BENT 9 DETAILS NO. 2 BENT 9 DETAILS NO. 3 ABUTMENT 10 PARTIAL REMOVAL ABUTMENT 10 PLAN & ELEVATION ABUTMENT 10 DETAILS NO. 1 ABUTMENT 10 DETAILS NO. 2 ABUTMENT 10 DETAILS NO. 3 PILE DETAILS FENDER DETAILS TYPICAL SECTION POLYESTER CONCRETE OVERLAY DETAILS GIRDER LAYOUT END DIAPHRAGM DETAILS NO. 1 END DIAPHRAGM DETAILS NO. 2 END DIAPHRAGM DETAILS NO. 3 PC/PRETENSIONED I GIRDER (HARPED STRANDS) I GIRDER (HARPED STRANDS) GIRDER (HARPED STRANDS) PC/PRETENSIONED I GIRDER (MISC DETAILS) I GIRDER (MISC DETAILS) GIRDER (MISC DETAILS) DECK DRAIN DETAILS CALIFORNIA ST-75 BRIDGE RAIL DETAILS NO. 1 (Mod) CALIFORNIA ST-75 BRIDGE RAIL DETAILS NO. 2 (Mod) CALIFORNIA ST-75 BRIDGE RAIL DETAILS NO. 3 (Mod) CALIFORNIA ST-75 BRIDGE RAIL DETAILS NO. 4 (Mod) CALIFORNIA ST-75 BRIDGE RAIL DETAILS NO. 5 (Mod) CALIFORNIA ST-75SW BRIDGE RAIL DETAILS NO. 1 (Mod) CALIFORNIA ST-75SW BRIDGE RAIL DETAILS NO. 2 (Mod) CALIFORNIA ST-75SW BRIDGE RAIL DETAILS NO. 3 (Mod) CALIFORNIA ST-75SW BRIDGE RAIL DETAILS NO. 4 (Mod) CALIFORNIA ST-75SW BRIDGE RAIL DETAILS NO. 5 (Mod) SLOPE PAVING - FULL SLOPE DETAILS NO. 1 SLOPE PAVING - FULL SLOPE DETAILS NO. 2 SLOPE PAVING - FULL SLOPE DETAILS NO. 3 LOG OF TEST BORINGS NO. 1 OF 7 LOG OF TEST BORINGS NO. 2 OF 7 LOG OF TEST BORINGS NO. 3 OF 7 LOG OF TEST BORINGS NO. 4 OF 7 AS-BUILT LOG OF TEST BORINGS NO. 5 OF 7 AS-BUILT LOG OF TEST BORINGS NO. 6 OF 7 AS-BUILT LOG OF TEST BORINGS NO. 7 OF 7 LOG OF TEST BORINGS RW No. 9-1 LOG OF TEST BORINGS RW No. 9-2 LOG OF TEST BORINGS RW No. 11 LOG OF TEST BORINGS RW No. 17-1 LOG OF TEST BORINGS RW No. 17-2 LOG OF TEST BORINGS RW No. 18-1 LOG OF TEST BORINGS RW No. 18-2

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SHEET NO. TITLE NO. TITLE TITLE

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AutoCAD SHX Text Structural Concrete, Bridge Structural Concrete, Bridge Footing Structural Concrete, Bridge (Polymer Fiber) (4,000 psi at 28 days) Precast Prestressed I Girders, see "PC/PRETENSIONED I GIRDER" sheets Cast-In-Drilled Hole Concrete Piling with Casing (4,000 psi at 28 days) Cast-In-Steel-Shell Concrete Pile (4,000 psi at 28 days) Lean Concrete Backfill

AutoCAD SHX Text Abut 1 (S) Abut 1 (N) Bent 2 (S) Bent 3 (S) Bent 3 (N) Bent 4 (S) Bent 5 (S) Bent 5 (N) Bent 6 (S) Bent 6 (N) Bent 7 (S) Bent 7 (N) Bent 8 (S) Bent 8 (N) Bent 9 (S) Bent 9 (N) Abut 10 (S) Abut 10 (N) Abut 10 Anchor

AutoCAD SHX Text CISS NPS 16x0.5 CISS NPS 16x0.5 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 30x0.625 CISS NPS 16x0.5 CISS NPS 16x0.5 CISS NPS 16x0.5 CISS NPS 16x0.5 96" CIDH

AutoCAD SHX Text 170 110 460 460 330 440 450 400 450 380 500 440 500 440 330 330 260 180 N/A

AutoCAD SHX Text 0 0 170 170 0 70 190 240 190 250 190 250 190 250 40 80 60 50 N/A

AutoCAD SHX Text -15 (a), -14 (d) 3 (a), 0 (d) -53 (a), -55 (b), -53 (d) -53 (a), -55 (b), -53 (d) -23 (a), -19 (d) -34 (a), -36 (b), -39 (d) -68 (a), -72 (b), -68 (d) -43 (a), -54 (b), -48 (d) -88 (a), -91 (b), -80 (d) -88 (a), -95 (b), -80 (d) -105 (a), -103 (b), -80 (d) -105 (a), -107 (b), -80 (d) -105 (a), -103 (b), -80 (d) -105 (a), -107 (b), -80 (d) -87 (a), -62 (b), -33 (d) -87 (a), -86 (b), -33 (d) -32 (a), -31 (b), -26 (d) -41 (a), -39 (b), -34 (d) -53 (d)

AutoCAD SHX Text -15 0 -55 -55 -23 -39 -72 -54 -91 -95 -105 -107 -105 -107 -87 -87 -32 -41 -53

AutoCAD SHX Text 170 110 1,340 1,340 1,050 1,560 1,530 1,530 1,620 1,700 1,640 1,730 1,640 1,730 520 530 260 180

AutoCAD SHX Text Notes: 1. Design tip elevations for Abutments and Bents are controlled by a) Compression, b) Tension, c) Settlement, d) Lateral load. 1. Design tip elevations for Abutments and Bents are controlled by a) Compression, b) Tension, c) Settlement, d) Lateral load. 2. (N) and (S) designate piles at North and South side of Bents, respectively.

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LOCATION

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PILE TYPE

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COMPRESSION

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TENSION

AutoCAD SHX Text NOMINAL RESISTANCE (kips)

AutoCAD SHX Text DESIGN TIP ELEVATIONS (ft)

AutoCAD SHX Text SPECIFIED TIP ELEVATIONS (ft)

AutoCAD SHX Text NOMINAL DRIVING RESISTANCE (kips)

AutoCAD SHX Text N/A

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.20

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.60

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RSP

AutoCAD SHX Text NOTES: 1. All drilled or cored holes to miss/avoid existing reinforcement. 2. All reinforcement must be pre-fabricated epoxy coated, except Cast-in-steel-shell (CISS) pile reinforcement and girder stirrups. CISS pile reinforcement to be uncoated and girder stirrups to be epoxy coated. 3. Minimum concrete cover for all rebar must be 3" unless noted otherwise. 4. Roughen existing concrete surfaces when pouring concrete against existing concrete surfaces. 5. Contractor to determine location of mechanical couplers. All adjacent mechanical couplers must be staggered by a minimum distance of 5'-0" 6. Bird deterrent spikes to be placed atop of each bent cap and abutments.

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RSP

RSP

PLAN

MURRAY STREET BRIDGESEISMIC RETROFIT AND BARRIER REPLACEMENT

FOUNDATION PLAN

B-3

HYDROLOGIC SUMMARY

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TV

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TV

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ELEC

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ELEC

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ELEC

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ELEC

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LOCKBOX

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ELEC

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ELEC

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ICV'S

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ICV

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3" CONDUIT

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TV/TEL/E

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RAMP

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RIP RAP

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RIP RAP

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PATCH

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PATCH

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WOODS LAGOON

AutoCAD SHX Text (Santa Cruz Small Craft Harbor)

AutoCAD SHX Text Approximate location of SCCRTC Bridge

AutoCAD SHX Text Rip Rap

AutoCAD SHX Text N89°51'39"W±

AutoCAD SHX Text 15+17.31±

AutoCAD SHX Text Corps Engr's N 3°50'19" W±Base Line

AutoCAD SHX Text Exist Floating Docks See ROAD PLANS

AutoCAD SHX Text Exist Rip Rap

AutoCAD SHX Text Exist Timber Dock Piling

AutoCAD SHX Text Remove Ped Bridge

AutoCAD SHX Text Exist Shed

AutoCAD SHX Text Exist Floating Docks See ROAD PLANS

AutoCAD SHX Text Exist MH

AutoCAD SHX Text Exist Seawall

AutoCAD SHX Text Exist Ped Ramp

AutoCAD SHX Text 14+10.33±

AutoCAD SHX Text Exist 36" Force Main See UTILITY PLANS

AutoCAD SHX Text Anchor Piles

AutoCAD SHX Text Exist Power Pole See UTILITY PLANS

AutoCAD SHX Text Exist Abut Brg 1 Sta 11+40.65±N 01°17'56" E

AutoCAD SHX Text +2.0%%p

AutoCAD SHX Text -1.5%%p

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AutoCAD SHX Text 11+00

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AutoCAD SHX Text 14+00

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AutoCAD SHX Text Exist Bent 3 Sta 12+60.65±N 01°17'56" E

AutoCAD SHX Text Exist Bent 4 Sta 13+20.65±N 01°17'56" E

AutoCAD SHX Text Exist Bent 6 Sta 14+40.65±N 01°17'56" E

AutoCAD SHX Text Exist Bent 7 Sta 15+00.65±N 01°17'56" E

AutoCAD SHX Text Exist Bent 8 Sta 15+60.65±N 01°17'56" E

AutoCAD SHX Text Exist Bent 9 Sta 16+20.65±N 01°17'56" E

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RW 9 LOL

AutoCAD SHX Text Anchor Piles Sta 17+30.69±N 01°17'56" E

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WWLOL

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RW 11 LOL

AutoCAD SHX Text Exist Bent 2 Sta 12+00.65±N 01°17'56" E

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RW 17 LOL

AutoCAD SHX Text +2.0%%p

AutoCAD SHX Text -1.0%%p

AutoCAD SHX Text Murray Street (Exist)

AutoCAD SHX Text "M" Line

AutoCAD SHX Text Exist Timber RW to be removed

AutoCAD SHX Text S88°42'04"E±

AutoCAD SHX Text Remove Exist pile cap extension and piles (4)

AutoCAD SHX Text Exist Bldgs See ROAD PLANS

AutoCAD SHX Text Exist Bent 5 Sta 13+80.65±N 01°17'56" E

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RW 18 LOL

AutoCAD SHX Text Exist Drain See DRAINAGE PLANS

AutoCAD SHX Text Exist Abut Brg 10 Sta 16+80.65±N 01°17'56" E

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WWLOL

AutoCAD SHX Text Exist Power Pole See UTILITY PLANS

AutoCAD SHX Text Port Plaza

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AutoCAD SHX Text Exist Conc Walkway

AutoCAD SHX Text 13+00

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AutoCAD SHX Text Exist PG&E Vaults See UTILITY PLANS

AutoCAD SHX Text +20.3%%p

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AutoCAD SHX Text -6.7%%p

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AutoCAD SHX Text +4.25

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AutoCAD SHX Text SSFM Vault (See Note 5)

AutoCAD SHX Text SSFM Vault (See Note 5)

AutoCAD SHX Text Grade Beam

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30" CISS PILING

AutoCAD SHX Text 21.22' Lt "M" 17+29.12

AutoCAD SHX Text 16.41' Rt "M" 17+32.03

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WWLOL

AutoCAD SHX Text East Harbor Access Rd

AutoCAD SHX Text West Harbor Access Rd

AutoCAD SHX Text 1"=20'

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REVISION DATES (PRELIMINARY STAGE ONLY)

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PROJECT MANAGER

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BRIDGE NO.

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SHEET

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OF

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SCALE

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VAULT NO.

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AutoCAD SHX Text S

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CIVIL

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CITY OF SANTA CRUZ

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PUBLIC WORKS DEPARTMENT

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PREPARED FOR THE

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ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

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DISREGARD PRINTS BEARING EARLIER REVISION DATES

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MARK IMBRIANI

AutoCAD SHX Text 36C0108

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AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

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CONTRACT NO.

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EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

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REGISTERED ENGINEER - CIVIL

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PINKERTON

AutoCAD SHX Text 12-31-24

AutoCAD SHX Text 73288

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CAMERON J.

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C. PINKERTON

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K. NEGORO

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C. PINKERTON

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W. CULLUMBER

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G. IMBSEN

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W. CULLUMBER

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AS SHOWN

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AutoCAD SHX Text 03-03-10

AutoCAD SHX Text 06-18-10

AutoCAD SHX Text 03-22-11

AutoCAD SHX Text 05-28-13

AutoCAD SHX Text 09-13-13

AutoCAD SHX Text 07-01-15

AutoCAD SHX Text 04-17-20

AutoCAD SHX Text 07-23-21

AutoCAD SHX Text 12-07-22

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text +2.0%%p

AutoCAD SHX Text NOTES: 1. Elevations are based on NGVD 29 datum. Mean Lower Low Water datum is approximately 2.7± below NGVD 29.2. Roadways and curbs not shown, see ROAD PLANS. 3. See UTILITY PLANS for utilities not shown. 4. Contour lines around Bent 9 are shown prior to scour caused by the 2011 Japanese Tsunami. Current ground level surfaces are represented in section views contained on Bent 9 detail sheets. 5. See SANITARY SEWER FORCE MAIN PLANS for SSFM Vault details.

AutoCAD SHX Text Indicates bottom of footing Indicates Exist Vertical Pile Indicates New Vertical Pile Indicates Exist Battered Pile Indicates New Battered Pile Indicates Existing Structure Indicates New Structure Indicates Direction of flow

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LEGEND:

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BENCHMARK

AutoCAD SHX Text SANTA CRUZ CITY BENCHMARK F6-16, A LEADPLUG AND TAG IN THE TOP OF THE CONCRETE CURB AT THE EASTERN SIDE OF OWEN STREET AT ITS INTERSECTION WITH HALL STREET. ELEVATION 50.85 FEET (NGVD 29).

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FREQUENCY (YEARS)

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DISCHARGE (CUBIC FEET PER SECOND)

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WATER SURFACE (ELEVATION AT BRIDGE)

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CORP DESIGN FLOOD

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CORP BASE FLOOD

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DRAINAGE AREA: SQUARE MILES

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AutoCAD SHX Text 1,390

AutoCAD SHX Text 1,650

AutoCAD SHX Text 11.4

AutoCAD SHX Text 13.3

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FLOOD OF RECORD

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NA

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NA

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NA

3.3

ABUTMENT 1 PARTIAL REMOVAL

PLAN

ELEVATION

B-4

VIEW C-C

SECTION A-A

SECTION B-B

VIEW D-D

SECTION E-E

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text Exist girder, Typ

AutoCAD SHX Text Exist Abut seat

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AutoCAD SHX Text Exist Abut backwall

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AutoCAD SHX Text Exist Murray Street

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AutoCAD SHX Text Exist Water Line (City)

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AutoCAD SHX Text Exist Gas Line (PG&E)

AutoCAD SHX Text Bridge deck and girders not shown for clarity

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AutoCAD SHX Text Exist Gas Line (PG&E)

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AutoCAD SHX Text Exist girder, Typ

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text Remove portion of Exist end diaphragm (Exist Vert Reinf to remain)

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AutoCAD SHX Text Exist Gas Line (PG&E)

AutoCAD SHX Text Exist End Diaphragm

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CIVIL

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AutoCAD SHX Text Exp.

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

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AutoCAD SHX Text E

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AutoCAD SHX Text N

AutoCAD SHX Text O

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AutoCAD SHX Text F

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AutoCAD SHX Text L

AutoCAD SHX Text A

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AutoCAD SHX Text N

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AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text

CITY OF SANTA CRUZ

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

PREPARED FOR THE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER REVISION DATES

AutoCAD SHX Text

MARK IMBRIANI

AutoCAD SHX Text 36C0108

AutoCAD SHX Text

AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

AutoCAD SHX Text

CONTRACT NO.

AutoCAD SHX Text

EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

AutoCAD SHX Text

REGISTERED ENGINEER - CIVIL

AutoCAD SHX Text

PINKERTON

AutoCAD SHX Text 12-31-24

AutoCAD SHX Text 73288

AutoCAD SHX Text

CAMERON J.

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

K. NEGORO

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

W. CULLUMBER

AutoCAD SHX Text

A. CARDOZA

AutoCAD SHX Text

W. CULLUMBER

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 03-22-11

AutoCAD SHX Text 05-28-13

AutoCAD SHX Text 09-13-13

AutoCAD SHX Text 07-01-15

AutoCAD SHX Text 03-17-20

AutoCAD SHX Text 07-23-21

AutoCAD SHX Text 12-07-22

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text Indicates Existing Structure Indicates New Structure Indicates Bridge Removal (Portion)

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text 3/8"=1'-0"

AutoCAD SHX Text NOTES: 1. Water Line (City) to be reconstructed, see ROAD PLANS. Water Line (City) to be reconstructed, see ROAD PLANS. 2. Gas Line (PG&E) to be reconstructed, see ROAD PLANS.Gas Line (PG&E) to be reconstructed, see ROAD PLANS.

3/8"=1'-0"

ABUTMENT 1 LAYOUT

PLAN

ELEVATION

FOOTING - PLAN

B-5

VIEW G-G

RETAINING CURB

ELEVATION SIDE VIEW

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text H

AutoCAD SHX Text H

AutoCAD SHX Text B

AutoCAD SHX Text Abut Brg

AutoCAD SHX Text Exist girder, Typ

AutoCAD SHX Text Girder

AutoCAD SHX Text Steel Reinf Elastomeric bearing pad 19"x8"x1 " 12"

AutoCAD SHX Text

EOD

AutoCAD SHX Text Seat Extension

AutoCAD SHX Text Shear Key

AutoCAD SHX Text

EOD

AutoCAD SHX Text

WWLOL

AutoCAD SHX Text Utility Opening

AutoCAD SHX Text Structure Approach Type R (10)

AutoCAD SHX Text Structure Approach Type R (10)

AutoCAD SHX Text Structure Approach Type EQ (10)

AutoCAD SHX Text "M" Line

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

SCCRTC

AutoCAD SHX Text B

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text Bridge Rail

AutoCAD SHX Text Bridge Rail

AutoCAD SHX Text Bridge Rail

AutoCAD SHX Text Murray Street (Exist)

AutoCAD SHX Text

SSFM

AutoCAD SHX Text

* Utility Casing (See Note 4)

AutoCAD SHX Text Rail

AutoCAD SHX Text G

AutoCAD SHX Text Drill and Bond Dowels

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text SSFM Vault (See Note 5)

AutoCAD SHX Text 1" Exp Jt

AutoCAD SHX Text SSFM Support (See Note 5)

AutoCAD SHX Text Retaining Curb

AutoCAD SHX Text Post Pocket (See Note 5)

AutoCAD SHX Text G

AutoCAD SHX Text Drain Pipe, see Road Plans

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text Shear Key, Typ

AutoCAD SHX Text Murray Street (Exist)

AutoCAD SHX Text B

AutoCAD SHX Text Seat Extension

AutoCAD SHX Text Conc Slope Paving

AutoCAD SHX Text Approx OG

AutoCAD SHX Text Bridge Rail

AutoCAD SHX Text Exist utility opening

AutoCAD SHX Text B0-13

AutoCAD SHX Text 13-2

AutoCAD SHX Text 1" Expanded Polystyrene, Typ

AutoCAD SHX Text Conc Stairs, see Road Plans

AutoCAD SHX Text Drill and Bond #6 Dowel @ 12 in 1'-0" deep hole (See DOWEL LAYOUT) Typ

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 4" Weep hole

AutoCAD SHX Text "M" Line

AutoCAD SHX Text

SSFM

AutoCAD SHX Text

SCCRTC

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text SSFM Truss Bridge (See Note 5)

AutoCAD SHX Text Retaining Curb

AutoCAD SHX Text B6-10

AutoCAD SHX Text U-13

AutoCAD SHX Text 16" UtilityOpening, Typ

AutoCAD SHX Text Mod

AutoCAD SHX Text SSFM Vault (See Note 5)

AutoCAD SHX Text SSFM Casing (See Note 5)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text Bridge Rail

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text Drain Pipe, see Road Plans

AutoCAD SHX Text **Utility Opening

AutoCAD SHX Text Core 10" hole through ExistAbut backwall for utility casing (See Note 4)

AutoCAD SHX Text

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text Abut Brg

AutoCAD SHX Text Pile

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text Exist piles

AutoCAD SHX Text Drill and Bond #6 Dowel @ 12 in 1'-0" deep hole (See DOWEL LAYOUT) Typ

AutoCAD SHX Text "M" Line

AutoCAD SHX Text Abut Brg

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text SSFM Vault (See Note 5)

AutoCAD SHX Text SSFM Casing

AutoCAD SHX Text SSFM Truss Bridge (See Note 5)

AutoCAD SHX Text Approx OG

AutoCAD SHX Text Abut Seat Elev 25.96±

AutoCAD SHX Text 1" Exp Jt

AutoCAD SHX Text Retaining Curb

AutoCAD SHX Text Abut Footing

AutoCAD SHX Text Drain Pipe, see Road Plans

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text #5 Tot 6

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text Optional Const Jt

AutoCAD SHX Text SSFM Vault (See Note 5)

AutoCAD SHX Text Optional Const Jt

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text #5

AutoCAD SHX Text Approx OG

AutoCAD SHX Text 1" Exp Jt

AutoCAD SHX Text Abut Seat

AutoCAD SHX Text Abut Brg

AutoCAD SHX Text Abut Reinf, Typ

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

REVISION DATES (PRELIMINARY STAGE ONLY)

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

BY

AutoCAD SHX Text

BY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

VAULT NO.

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

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AutoCAD SHX Text A

AutoCAD SHX Text T

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AutoCAD SHX Text E

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AutoCAD SHX Text N

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AutoCAD SHX Text A

AutoCAD SHX Text F

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AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text

CITY OF SANTA CRUZ

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

PREPARED FOR THE

AutoCAD SHX Text

ORIGINAL SCALE IN INCHES FOR REDUCED PLANS

AutoCAD SHX Text

DISREGARD PRINTS BEARING EARLIER REVISION DATES

AutoCAD SHX Text

MARK IMBRIANI

AutoCAD SHX Text 36C0108

AutoCAD SHX Text

AutoCAD SHX Text NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

AutoCAD SHX Text

CONTRACT NO.

AutoCAD SHX Text

EA NO.

AutoCAD SHX Text TRC Engineers or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet

AutoCAD SHX Text

REGISTERED ENGINEER - CIVIL

AutoCAD SHX Text

PINKERTON

AutoCAD SHX Text 12-31-24

AutoCAD SHX Text 73288

AutoCAD SHX Text

CAMERON J.

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

K. NEGORO

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

W. CULLUMBER

AutoCAD SHX Text

A. CARDOZA

AutoCAD SHX Text

W. CULLUMBER

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 03-22-11

AutoCAD SHX Text 05-28-13

AutoCAD SHX Text 09-13-13

AutoCAD SHX Text 07-01-15

AutoCAD SHX Text 03-17-20

AutoCAD SHX Text 07-23-21

AutoCAD SHX Text 12-09-22

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text Shear Key and Seat Extension

AutoCAD SHX Text

RETROFIT LEGEND:

AutoCAD SHX Text B

AutoCAD SHX Text NOTES: 1. For SECTIONS A-A thru D-D and DOWEL For SECTIONS A-A thru D-D and DOWEL LAYOUT, see "ABUTMENT 1 DETAILS NO. 1" sheet. 2. For SECTIONS E-E, F-F, & H-H, WINGWALL For SECTIONS E-E, F-F, & H-H, WINGWALL ELEVATION and BEARING PAD DETAILS, see "ABUTMENT 1 DETAILS NO. 2" sheet. 3. The Contractor must protect existing The Contractor must protect existing reinforcement. 4. Casings for PG&E electrical, PG&E gas, and Comcast to extend 5' beyond approach slabs. For casing sizes, see "TYPICAL SECTION" sheet. For 10" CORED HOLE DETAIL, see"ABUTMENT 1 DETAILS NO. 1" sheet. 5. For Sanitary Sewer Force Main (SSFM) details, see SANITARY SEWER FORCE MAIN PLANS.

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text Indicates Existing Structure Indicates New Structure Indicates Bridge Removal (Portion)

AutoCAD SHX Text 3/8"=1'-0"

1/2"=1'-0"

ABUTMENT 1 DETAILS NO. 1

B-6

DOWEL LAYOUT

SECTION C-CSECTION B-B

SECTION D-D

SECTION A-A

DETAIL 1

10"Ø CORED HOLE DETAIL

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text Drill and Bond #6 Dowel @ 12 in 1'-0" deep hole, Typ

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text Exist Reinf, Typ (See Note 1)

AutoCAD SHX Text Polyester Conc Overlay

AutoCAD SHX Text Drill and Bond #6 Dowel @ 12 in 12" deep hole

AutoCAD SHX Text Drill and Bond #6 x 2'-4" Dowel @ 24 in 12" deep hole

AutoCAD SHX Text Exist Abut

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text Approx OG

AutoCAD SHX Text Exist soil cement to remain

AutoCAD SHX Text

BB

AutoCAD SHX Text Conc Slope Paving

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text #5 Tot 4

AutoCAD SHX Text Drill and Bond (Chemical Adhesive) #4 Dowel @ 24 in 9" deep hole

AutoCAD SHX Text #4 @ 12

AutoCAD SHX Text Drill and Bond (Chemical Adhesive) #6 Dowel @ 12 in 12" deep hole

AutoCAD SHX Text #4 Tot 3

AutoCAD SHX Text Structure Approach Type R (10)

AutoCAD SHX Text 3±

AutoCAD SHX Text

AutoCAD SHX Text Exist Reinf, Typ (See Note 1)

AutoCAD SHX Text #5 Tot 5

AutoCAD SHX Text #5 Tot 3

AutoCAD SHX Text B9-3

AutoCAD SHX Text Polyester Conc Overlay

AutoCAD SHX Text #5 @ 24

AutoCAD SHX Text Jt Seal (MR= ")12")

AutoCAD SHX Text B6-21

AutoCAD SHX Text Type A

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text #8 @ 12

AutoCAD SHX Text #6 @ 12

AutoCAD SHX Text Conc Slope Paving

AutoCAD SHX Text Pile, Typ

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Approx OG

AutoCAD SHX Text #5 Tot 6

AutoCAD SHX Text Abut Brg

AutoCAD SHX Text #5 Tot 5

AutoCAD SHX Text SSFM Truss Bridge (See Note 2)

AutoCAD SHX Text SSFM Vault (See Note 2)

AutoCAD SHX Text Exp Jt

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text Drill and Bond #6 Dowel @ 12 in 12" deep hole

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text Exist Abut

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text #5 @ 24

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text #5 Tot 3

AutoCAD SHX Text Approx OG

AutoCAD SHX Text Exist soil cement to remain

AutoCAD SHX Text Conc Slope Paving

AutoCAD SHX Text Drill and Bond #6 x 2'-4" Dowel @ 24 in 12" deep hole

AutoCAD SHX Text #4 @ 12

AutoCAD SHX Text #4 @ 12

AutoCAD SHX Text #4 @ 12

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text

BB

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text #4 Tot 3

AutoCAD SHX Text Drill and Bond #6 x 3'-0" Dowel @ 12 in 12" deep hole

AutoCAD SHX Text 3±

AutoCAD SHX Text

AutoCAD SHX Text Structure Approach Type EQ (10)

AutoCAD SHX Text Exist Reinf, Typ (See Note 1)

AutoCAD SHX Text #5 Tot 5

AutoCAD SHX Text B9-4

AutoCAD SHX Text Utility Opening

AutoCAD SHX Text B6-10

AutoCAD SHX Text U-13

AutoCAD SHX Text Mod

AutoCAD SHX Text Polyester Conc Overlay

AutoCAD SHX Text 12" Waterline

AutoCAD SHX Text Jt Seal (MR= ")12")

AutoCAD SHX Text B6-21

AutoCAD SHX Text Type A

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text Abut Brg

AutoCAD SHX Text Face of Backwall

AutoCAD SHX Text Expanded Polystyrene same thickness as bearing pad

AutoCAD SHX Text B0-13

AutoCAD SHX Text 13-1

AutoCAD SHX Text 12" Exp Jt Filler

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text Abut Brg

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text #6 Tot 3

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text #8 @ 12

AutoCAD SHX Text #6 @ 12

AutoCAD SHX Text #5 Tot 4

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text #5 @ Tot 2

AutoCAD SHX Text #4x5'-6" @ 12

AutoCAD SHX Text #4 @ 12

AutoCAD SHX Text Conc Slope Paving

AutoCAD SHX Text B0-3

AutoCAD SHX Text 3-1

AutoCAD SHX Text Jt Seal (MR= ")12")

AutoCAD SHX Text B6-21

AutoCAD SHX Text Type A

AutoCAD SHX Text Pile, Typ

AutoCAD SHX Text

BB

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DETAIL 1

AutoCAD SHX Text Approx OG

AutoCAD SHX Text Pervious Backfill

AutoCAD SHX Text #5 Tot 3

AutoCAD SHX Text Const Jt

AutoCAD SHX Text California ST-75SW Bridge Rail

AutoCAD SHX Text #4 @ 12

AutoCAD SHX Text Exist Abut

AutoCAD SHX Text Exist Abut Brg

AutoCAD SHX Text

BB

AutoCAD SHX Text Exist End Diaphragm

AutoCAD SHX Text 10" Cored Hole

AutoCAD SHX Text See Note 3

AutoCAD SHX Text NPS 6 Utility Casing

AutoCAD SHX Text #4 Tot 2

AutoCAD SHX Text Bend Exist Reinf to remain, Typ

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text

REVISION DATES (PRELIMINARY STAGE ONLY)

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

BRIDGE NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text

BY

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

BY

AutoCAD SHX Text

BY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

VAULT NO.

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text No.

AutoCAD SHX Text Exp.

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

A…

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