2-2024_0510_Murray_RW_Final_11x17.pdf

PDF 7 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

About this file

Written by GovTribe AI ·

These engineering design drawings prepared by TRC for the City of Santa Cruz Public Works Department detail the Murray Street Bridge Seismic Retrofit and Barrier Replacement project. The comprehensive set of 15 technical drawings (RW-1 through RW-15) provides precise engineering specifications for multiple retaining walls (Walls No. 9, 11, 17, and 18), including detailed layouts, pile configurations, foundation plans, typical sections, and structural reinforcement details. The drawings specify various technical elements such as soldier pile walls, geocomposite drain details, cable railing configurations, and metal safety railing specifications, with extensive technical annotations covering pile embedment depths, design elevations, reinforcing steel requirements, and construction notes.

The project involves significant structural modifications to improve seismic resilience and pedestrian infrastructure, with design specifications adhering to AASHTO LRFD Bridge Design specifications and California Department of Transportation standards. Key technical components include 24" Cast-in-Steel-Shell (CISS) piling, detailed reinforcement steel tables, wall offset calculations, and specifications for different retaining wall types (A, B, and C). The design incorporates complex engineering considerations such as lateral load resistance, soil interaction, reinforcement configurations, and seismic performance requirements, with precise measurements and technical specifications for each structural element to ensure optimal performance and safety.

View the file

Other files

File Type Posted
1_-_Revised_Standard_Specifications_(RSS)_04-16-21.pdf PDF
9.13_-_Murray_Street_Bridge_ECR_9-5-23trc.pdf PDF
9.12_-_Hydroacoustic_Monitoring_Plan_May_2023.pdf PDF
9.11_-_Marine_Wildllife_Protection_Plan_2023_4-7-23.pdf PDF
9.10_-_Incidental_Harassment_Authorization_Application_7-22-16.pdf PDF
9.9_-_Murray_Bridge_MND_Addendum_FINAL_9-15-14.pdf PDF
9.8_-_NES_-_Murray_-_FINAL_-_City_Signed_8-26-10.pdf PDF
9.7_-_BA_-_Murray_FINAL_Signed_8-26-10.pdf PDF
9.6_-_Mitigation-Avoidance_Measures_SUMMARY_Revised_7-28-23.pdf PDF
9.5_-_USFWS_Listed_Species_Update_8-3-10.pdf PDF
9.4._-_Essential_Fish_Habitat-Murray-FINAL_City_Signed_.pdf PDF
9.3_-_Initial_Study_ADDENDUM_Final_2-27-09.pdf PDF
9.2_-_Initial_Study_Comments_&_Responses_FINAL_1-10-08.pdf PDF
9.1_-_Initial_Study_-FINAL_Nov_2007.pdf PDF
8.1_-_1962-028.pdf PDF
8.10_-_SIO-15516.pdf PDF
8.9_-_SIO-15515.pdf PDF
8.8_-_SIO-13965.pdf PDF
8.7_-_SIO-11802.pdf PDF
8.6_-_SIO-11801.pdf PDF
8.5_-_1974-050.pdf PDF
8.4_-_1974-002.pdf PDF
8.4_-_1971-045.pdf PDF
8.3_-_1963-001.pdf PDF
8.2_-_1962-029.pdf PDF
7_-_Reconstruction_of_Boatyard,_K_and_Rowing_Docks_Santa_Cruz_Harbor_Tsunami_Recovery_June_1,_2014.pdf PDF
6_-_As_Builts_West_Harbor_Plaza_Area.pdf PDF
5_-_Murray_Bridge_As-builts_Full_Set.pdf PDF
4_-_2018-Std-Plns-for-Web.pdf PDF
3.3_-_Murray_Street_Bridge_Final_Retaining_Wall_FR-Pile_Supported.pdf PDF
3.2_-_Murray_Street_Bridge_Final_RW-9_FR_Soldier_Pile.pdf PDF
3.1_-_Murray_Street_Bridge_Final_Foundation_Report_July_2023.pdf PDF
2_-_2018_Entire_Revised_Standard_Plans-260-sheets-April-2021.pdf PDF
4-Murray_Special_Provisions-6-24-24.pdf PDF
3-2024_0510_Murray_Bridge_Final_11x17.pdf PDF
1-2024_0510_Murray_Rdwy_Final_11x17.pdf PDF
44-Updated_Flow_Data_from_SCCSD.pdf PDF
43-Temporary_Lighting_Sample_Fixture_Cut_Sheet.pdf PDF
42-PGE_Gas_Line_Requirements.pdf PDF
41_-_Copy_of_Flow_Data_from_SCCSD.pdf PDF
40_-_2023_Std_Plans_9-3_to_9-5.pdf PDF
39_-_Fitzgerald_Formliner_17911.pdf PDF
38_-_2018_StdSpecs.pdf PDF
37_-_5025(084)_CDP_Adaptive_Public_Access_Plan.pdf PDF
36_-_5025(048)_Santa_Cruz_Santitation_District_Approved_Complete.pdf PDF
36_-_5025(048)_PGE_OH_Utility_Package.pdf PDF
36_-_5025(048)_PGE_Gas_Utility_Package.pdf PDF
36_-_5025(048)_Comcast_Utility_Package.pdf PDF
36_-_5025(048)_City_Water_Approved_Complete.pdf PDF
SCCRTC_Signed_Easement.pdf PDF
Show 40 more

Latest 50 of 114 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PLAN

MURRAY STREET BRIDGE

SEISMIC RETROFIT AND BARRIER REPLACEMENT

RETAINING WALL NO. 9 LAYOUT

RW-1

DEVELOPED MIRRORED ELEVATION

TYPICAL SECTION

INDEX TO PLANS

AutoCAD SHX Text

RESIDENCE

AutoCAD SHX Text

DECK

AutoCAD SHX Text

WOOD FENCE

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text SC CITY LIMIT, R2-1 (25 MPH), NO PARKING BIKE LANE signs (pole signs (pole mounted)

AutoCAD SHX Text

RESIDENCE

AutoCAD SHX Text

DECK

AutoCAD SHX Text

WOOD FENCE

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

AutoCAD SHX Text

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text Begin RW No. 9 19.70' Rt "M" 9+70.92 RW 9 LOL 10+00

AutoCAD SHX Text "M" Line

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text C1

AutoCAD SHX Text

APN 010-262-66

AutoCAD SHX Text R/W

AutoCAD SHX Text RW No. 11

AutoCAD SHX Text 23.16' S88°42'04"E

AutoCAD SHX Text EC RW 9 LOL 10+98.67 24.76' Rt "M" 10+71.58

AutoCAD SHX Text End RW No. 9 25.15' Rt "M" 10+95.39 RW 9 LOL 11+21.83

AutoCAD SHX Text BC RW 9 LOL 10+09.41 23.11' Rt "M" 09+79.91

AutoCAD SHX Text Waterline, see ROAD PLANS

AutoCAD SHX Text Exist SSFM, see ROAD PLANS

AutoCAD SHX Text Exist fence, see ROAD PLANS

AutoCAD SHX Text

RW 9 LOL

AutoCAD SHX Text Exist Power Pole to remain, see ROAD PLANS

AutoCAD SHX Text

EC 10+98.50

AutoCAD SHX Text S75°19'56'E

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text Sidewalk, see ROAD PLANS

AutoCAD SHX Text Residence

AutoCAD SHX Text C4

AutoCAD SHX Text RW 9 LOL = Soldier Pile

AutoCAD SHX Text R/W

AutoCAD SHX Text B11-47

AutoCAD SHX Text Cable Railing (Mod)

AutoCAD SHX Text Approx OG = FG

AutoCAD SHX Text Varies

AutoCAD SHX Text Varies

AutoCAD SHX Text HP 14x117 Soldier Pile

AutoCAD SHX Text 4x12 Treated Timber Lagging, Typ

AutoCAD SHX Text 30" Drilled Hole

AutoCAD SHX Text Top of Pile = Top of Lagging

AutoCAD SHX Text Exist Fence

AutoCAD SHX Text Pile Tip

AutoCAD SHX Text Bottom of Lagging

AutoCAD SHX Text Top of SW

AutoCAD SHX Text Approx OG

AutoCAD SHX Text

AutoCAD SHX Text 1.5±

AutoCAD SHX Text

FG

AutoCAD SHX Text 2%

AutoCAD SHX Text

RSP

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text Datum Elev = -15.0

AutoCAD SHX Text Begin RW No. 9 = Pile

AutoCAD SHX Text End RW No. 9 = Pile

AutoCAD SHX Text Top of SW

AutoCAD SHX Text Approx OG

AutoCAD SHX Text 30" DrilledHole, Typ

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

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Elev 29.71

AutoCAD SHX Text Elev 28.67

AutoCAD SHX Text Elev 33.00

AutoCAD SHX Text Elev 38.00

AutoCAD SHX Text Elev 39.00

AutoCAD SHX Text Elev 39.00

AutoCAD SHX Text Elev 36.00

AutoCAD SHX Text RW No. 11

AutoCAD SHX Text RW No. 11

AutoCAD SHX Text B11-47

AutoCAD SHX Text Cable Railing (Mod)

AutoCAD SHX Text

2 SPA =

AutoCAD SHX Text

2 SPA =

AutoCAD SHX Text

2 SPA =

AutoCAD SHX Text

2 SPA =

AutoCAD SHX Text Elev 37.00

AutoCAD SHX Text Elev 36.00

AutoCAD SHX Text Elev 34.50

AutoCAD SHX Text Elev 28.67

AutoCAD SHX Text Elev 37.50

AutoCAD SHX Text Timber Lagging, Typ

AutoCAD SHX Text Top Lagging = Top of RW

AutoCAD SHX Text

RSP

AutoCAD SHX Text 1"=10'

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

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

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

B. SCHOPPE

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

G. IMBSEN

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 7-01-15

AutoCAD SHX Text 10-23-15

AutoCAD SHX Text 6-23-21

AutoCAD SHX Text 9-17-21

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text NOTES: 1. The Contractor shall field locate all utilities in vicinity of wall prior to wall construction. 2. Utilities to remain shall be protected in place, see Utility Plans. 3. Construction of RW No. 11 must be complete prior to beginning construction of RW No. 9.

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 12"=1'-0"

AutoCAD SHX Text

NO

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text 900.00'

AutoCAD SHX Text 236.57'

AutoCAD SHX Text 118.97'

AutoCAD SHX Text 44.69'

AutoCAD SHX Text 89.26'

AutoCAD SHX Text 716.80'

AutoCAD SHX Text 15°03'39"

AutoCAD SHX Text 07°08'05"

AutoCAD SHX Text C1

AutoCAD SHX Text C4

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

1. RETAINING WALL NO. 9 LAYOUT RETAINING WALL NO. 9 LAYOUT 2. RETAINING WALL NO. 9 DETAILS NO. 1 RETAINING WALL NO. 9 DETAILS NO. 1 3. RETAINING WALL NO. 9 DETAILS NO. 2 RETAINING WALL NO. 9 DETAILS NO. 2 4. RETAINING WALL NO. 9 DETAILS NO. 3 RETAINING WALL NO. 9 DETAILS NO. 3 5. SOLDIER PILE WALL LAGGING DETAILS SOLDIER PILE WALL LAGGING DETAILS

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text Indicates 30" Drilled Hole

AutoCAD SHX Text STRUCTURE EXCAVATION (SOLDIER PILE WALL) STRUCTURE BACKFILL (SOLDIER PILE WALL) CONCRETE BACKFILL (SOLDIER PILE WALL) LEAN CONCRETE BACKFILL STEEL SOLDIER PILE (HP 14x117) 30" DRILLED HOLESTRUCTURAL CONCRETE, RETAINING WALL BAR REINFORCING STEEL (RETAINING WALL) TIMBER LAGGING CLEAN AND PAINT STEEL SOLDIER STEEL CABLE RAILING (MODIFIED)

AutoCAD SHX Text 46 19 114 30 816 800 1 35 3.8 1 123

AutoCAD SHX Text

CY CY CY CY LF LF CY LB MFBM LS LF

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text Indicates Direction of Traffic

PILE WELDING DETAIL-BUTT JOINTS

SQUARE GROOVE SINGLE VEE-GROOVE

SINGLE BEVEL-GROOVE

MURRAY STREET BRIDGE

SEISMIC RETROFIT AND BARRIER REPLACEMENT

RETAINING WALL NO. 9 DETAILS NO. 1

RW-2

TYPICAL SECTION

GENERAL NOTES:

³

³

LIMITS OF PAYMENT FOR

EXCAVATION AND BACKFILL

EXCAVATION

BACKFILL

RETAINING WALL DATA TABLE

SECTION A-A

LIMITS OF CLEAN & PAINT

STEEL SOLDIER PILE

SECTION B-B

AutoCAD SHX Text RW 9 LOL = Drilled Hole = Soldier Pile

AutoCAD SHX Text Bottom of Soldier Pile

AutoCAD SHX Text B11-47

AutoCAD SHX Text Cable Railing (Mod)

AutoCAD SHX Text Approx OG = FG

AutoCAD SHX Text HP 14x117 Soldier Pile

AutoCAD SHX Text 4x12 Treated Timber Lagging, Typ

AutoCAD SHX Text 30" Drilled Hole

AutoCAD SHX Text Top of Lagging = Top of RW

AutoCAD SHX Text Bottom of Lagging

AutoCAD SHX Text Top of SW

AutoCAD SHX Text Approx OG

AutoCAD SHX Text

FG

AutoCAD SHX Text Pile Tip

AutoCAD SHX Text Limits of Conc Backfill

AutoCAD SHX Text Limits of Conc Backfill

AutoCAD SHX Text Limits of Conc Backfill

AutoCAD SHX Text Limits of Conc Backfill

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text Geocomposite Drain, Typ

AutoCAD SHX Text

RSP

AutoCAD SHX Text Filter Fabric (Full coverage behind lagging)

AutoCAD SHX Text Timber Lagging

AutoCAD SHX Text Area of Lean Conc Removal

AutoCAD SHX Text Drilled Hole

AutoCAD SHX Text Steel Soldier Pile

AutoCAD SHX Text Drilled Hole filled with Lean Conc

AutoCAD SHX Text Pile

AutoCAD SHX Text Drilled Hole

AutoCAD SHX Text Steel Soldier Pile

AutoCAD SHX Text Drilled Hole

AutoCAD SHX Text Drilled Hole filled with Conc Backfill (Soldier Pile Wall)

AutoCAD SHX Text Pile

AutoCAD SHX Text

RW 9 LOL

AutoCAD SHX Text Approx OG

AutoCAD SHX Text Bottom of Lagging

AutoCAD SHX Text 30"

AutoCAD SHX Text 30"

AutoCAD SHX Text

RW 9 LOL

AutoCAD SHX Text Approx OG

AutoCAD SHX Text Bottom of Lagging

AutoCAD SHX Text 30"

AutoCAD SHX Text 30"

AutoCAD SHX Text

FG

AutoCAD SHX Text Undercoat on all Pile Surfaces

AutoCAD SHX Text FINISH COAT ON THE THREE EXPOSED PILE SURFACES (EXTERIOR FACE). LIMITS OF FINISH COAT EXTENDS FROM TOP OF PILE TO 5 FEET BELOW FG, Typical.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text T

AutoCAD SHX Text 14" Max

AutoCAD SHX Text T

AutoCAD SHX Text Backup plate

AutoCAD SHX Text 14"

AutoCAD SHX Text Backup plate

AutoCAD SHX Text 14"

AutoCAD SHX Text 45°

AutoCAD SHX Text 45°

AutoCAD SHX Text NOTES: 1. Single vee-groove and square groove permitted for all positions. Single vee-groove and square groove permitted for all positions. 2. Single bevel-groove permitted for horizontal joints only.Single bevel-groove permitted for horizontal joints only.

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

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

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

B. SCHOPPE

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

G. IMBSEN

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 7-01-15

AutoCAD SHX Text 10-23-15

AutoCAD SHX Text 6-23-21

AutoCAD SHX Text 9-21-21

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text 12"=1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text DESIGN: AASHTO LRFD Bridge Design Specifications, AASHTO LRFD Bridge Design Specifications, 4th Edition with California Amendments. LIVE LOAD: 240 psf equivalent to 2 feet soil weight. 240 psf equivalent to 2 feet soil weight. SOIL PARAMETERS: Active Static Equivalent Fluid Pressure = 90 lb/ft³ Active Static Equivalent Fluid Pressure = 90 lb/ft³ SEISMIC PARAMETERS: Active Seismic Equivalent Fluid Pressure = 26 lb/ft³ Active Seismic Equivalent Fluid Pressure = 26 lb/ft³ STEEL SOLDIER PILES: ASTM A572/A, ASTM 572M Grade 50 Min, ASTM A572/A, ASTM 572M Grade 50 Min, or ASTM A36/A36M. STRUCTURAL TIMBER: Treated Douglas Fir, Grade No. 1 or better to be Treated Douglas Fir, Grade No. 1 or better to be full sawn.

AutoCAD SHX Text 14"=1'-0"

AutoCAD SHX Text LEGEND: Indicates Structure Excavation Indicates Roadway Excavation Indicates Structure Backfill

AutoCAD SHX Text 34"=1'-0"

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 34"=1'-0"

AutoCAD SHX Text 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

AutoCAD SHX Text PILE No.

AutoCAD SHX Text PILE EMBEDMENT DEPTH "D" (feet)

26 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 26 26 26 22 22 22

SEISMIC RETROFIT AND BARRIER REPLACEMENT

RETAINING WALL NO. 9 DETAILS NO. 2

RW-3

PARTIAL PLAN

SECTION C-C

PARTIAL ELEVATION

PILE 3 PLAN

Mod CABLE RAILING DETAILS

RW EXTENSION DETAILS

PARTIAL ELEVATION

SECTION A-A

SECTION B-B

AutoCAD SHX Text Drilled Hole with Conc Backfill

AutoCAD SHX Text

AutoCAD SHX Text End RW 9

AutoCAD SHX Text Begin RW 11

AutoCAD SHX Text Top of SW

AutoCAD SHX Text Top RW 11

AutoCAD SHX Text Bot of Lagging

AutoCAD SHX Text Approx OG behind wall

AutoCAD SHX Text Soldier Pile

AutoCAD SHX Text #5 RW Reinf

AutoCAD SHX Text #4 Tot 3

AutoCAD SHX Text #5 Tot 2

AutoCAD SHX Text RW Reinf

AutoCAD SHX Text B11-47

AutoCAD SHX Text Cable Railing (Mod)

AutoCAD SHX Text B11-7

AutoCAD SHX Text Chain Link Railing (Mod)

AutoCAD SHX Text

RSP

AutoCAD SHX Text

RSP

AutoCAD SHX Text Pile

AutoCAD SHX Text

AutoCAD SHX Text Treated Timber Lagging, Typ

AutoCAD SHX Text Treated Timber Shim as needed, Typ

AutoCAD SHX Text RW 9 LOL = Piles

AutoCAD SHX Text Pile 3

AutoCAD SHX Text Soldier Pile

AutoCAD SHX Text Drilled Hole

AutoCAD SHX Text

RW 9 LOL

AutoCAD SHX Text Soldier Pile

AutoCAD SHX Text Drilled Hole

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text

AutoCAD SHX Text Pile

AutoCAD SHX Text Face of Timber Lagging

AutoCAD SHX Text Conc SW

AutoCAD SHX Text #5 RW Reinf

AutoCAD SHX Text

RW 11 LOL

AutoCAD SHX Text #4 Tot 3

AutoCAD SHX Text RW 11 Footing

AutoCAD SHX Text #5 Tot 2

AutoCAD SHX Text #4 Tot 3

AutoCAD SHX Text #5 RW Reinf, Typ

AutoCAD SHX Text Match Top of RW 11

AutoCAD SHX Text Top of SW

AutoCAD SHX Text

RW 11 LOL

AutoCAD SHX Text Approx OG

AutoCAD SHX Text Drilled Hole with Conc Backfill

AutoCAD SHX Text B11-47

AutoCAD SHX Text Cable Railing (Mod)

AutoCAD SHX Text HP 14x117 Soldier Pile

AutoCAD SHX Text Pile

AutoCAD SHX Text Timber Lagging

AutoCAD SHX Text Top of Wall

AutoCAD SHX Text

RSP

AutoCAD SHX Text Pipe Post 2" Std

AutoCAD SHX Text Timber Lagging

AutoCAD SHX Text

RW 9 LOL

AutoCAD SHX Text HP 14x117 Soldier Pile

AutoCAD SHX Text Typ

AutoCAD SHX Text

AutoCAD SHX Text Pipe Post 2" Std

AutoCAD SHX Text HP 14x117 Soldier Pile

AutoCAD SHX Text Pipe Post 2" Std

AutoCAD SHX Text Typ

AutoCAD SHX Text Timber Lagging

AutoCAD SHX Text Pile

AutoCAD SHX Text

RW 9 LOL

AutoCAD SHX Text

AutoCAD SHX Text

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

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

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

B. SCHOPPE

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

G. IMBSEN

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 7-01-15

AutoCAD SHX Text 10-21-15

AutoCAD SHX Text 6-23-21

AutoCAD SHX Text 9-29-21

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text Pile 3 only

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text 34"=1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

B

RETAINING WALL NO. 9 DETAILS NO. 3

RW-4

PARTIAL PLAN

SECTION A-A

PARTIAL ELEVATION

GEOCOMPOSITE DRAIN DETAILS

AutoCAD SHX Text

RW 9 LOL

AutoCAD SHX Text Treated Timber Lagging, Typ

AutoCAD SHX Text Soldier Pile

AutoCAD SHX Text Soldier Pile

AutoCAD SHX Text Drain Pipe

AutoCAD SHX Text Front face of wall

AutoCAD SHX Text Geocomposite Drain, Typ

AutoCAD SHX Text 3' Drain Pipe

AutoCAD SHX Text Conc SW

AutoCAD SHX Text

FG

AutoCAD SHX Text Treated Timber Lagging, Typ

AutoCAD SHX Text Drain Pipe

AutoCAD SHX Text Geocomposite Drain, Typ

AutoCAD SHX Text 3' Drain Pipe

AutoCAD SHX Text Drain Grate

AutoCAD SHX Text Cable Railing not shown

AutoCAD SHX Text Bot of Lagging

AutoCAD SHX Text Top of SW

AutoCAD SHX Text Soldier Pile

AutoCAD SHX Text Soldier Pile

AutoCAD SHX Text Top of Lagging = Top of Wall

AutoCAD SHX Text RW 9 LOL = Soldier Pile

AutoCAD SHX Text Approx OG = FG

AutoCAD SHX Text

FG

AutoCAD SHX Text Top of SW

AutoCAD SHX Text -2%

AutoCAD SHX Text 3' Drain Pipe

AutoCAD SHX Text Drain Grate

AutoCAD SHX Text Geocomposite Drain

AutoCAD SHX Text Treated Timber Lagging, 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

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

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

B. SCHOPPE

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

G. IMBSEN

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

G. ANGEL-ZARAGOZA

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 7-01-15

AutoCAD SHX Text 10-21-15

AutoCAD SHX Text 6-23-21

AutoCAD SHX Text 9-21-21

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text A

AutoCAD SHX Text A

34"=1'-0"

RW-5

MODIFICATIONS SHOWN:

AutoCAD SHX Text

SPECIAL DETAILS

AutoCAD SHX Text 36C0108

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CAMERON J. PINKERTON

AutoCAD SHX Text 73288

AutoCAD SHX Text 12-31-24

AutoCAD SHX Text

AutoCAD SHX Text SCr

AutoCAD SHX Text 5-10-24

AutoCAD SHX Text

AutoCAD SHX Text

ADDED NOTE

AutoCAD SHX Text NOTE: HOLES FOR COMMON NAILS MUST BE HOLES FOR COMMON NAILS MUST BE COUNTERSUNK TO ENSURE LAGGING IS FLUSH TO SHIM.

SEISMIC RETROFIT AND BARRIER REPLACEMENT

RETAINING WALL NO. 11 LAYOUT

RW-6

DEVELOPED ELEVATION

TYPICAL SECTION

TYPE "A" RW

AutoCAD SHX Text 11+00

AutoCAD SHX Text

RW 11 LOL

AutoCAD SHX Text Begin RW No. 11 25.56' Rt "M" 10+97.71 RW 11 LOL 10+00

AutoCAD SHX Text

RW 9 LOL

AutoCAD SHX Text PI RW 11 LOL 10+10 25.56' Rt "M" 11+07.73

AutoCAD SHX Text "M" Line

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text S58°43'52"E

AutoCAD SHX Text End RW No. 11 50.54' Rt "M" 11+51.05 RW 11 LOL 10+60.00

AutoCAD SHX Text

EC 10+98.50

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text MH, see ROAD PLANS

AutoCAD SHX Text C1

AutoCAD SHX Text 10+00

AutoCAD SHX Text R/W

AutoCAD SHX Text Abut 1

AutoCAD SHX Text Stairs, see ROAD PLANS

AutoCAD SHX Text Sidewalk, see ROAD PLANS

AutoCAD SHX Text Exist fence, see ROAD PLANS

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text

TCE

AutoCAD SHX Text Datum Elev = -10.0'

AutoCAD SHX Text

AutoCAD SHX Text Elev 32.25

AutoCAD SHX Text Begin RW No. 11

AutoCAD SHX Text Elev 11.75

AutoCAD SHX Text Elev 18.50

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text Elev 15.50

AutoCAD SHX Text Elev 12.50

AutoCAD SHX Text 10+00

AutoCAD SHX Text 10+50

AutoCAD SHX Text Elev 6.00

AutoCAD SHX Text Elev 32.25

AutoCAD SHX Text Elev 28.50

AutoCAD SHX Text B11-7

AutoCAD SHX Text Top of RW

AutoCAD SHX Text End RW No. 11

AutoCAD SHX Text B0-3

AutoCAD SHX Text 3-2

AutoCAD SHX Text Weakened Plane

AutoCAD SHX Text B3-5

AutoCAD SHX Text Footing Step, Typ

AutoCAD SHX Text Chain Link Railing (Mod)

AutoCAD SHX Text MH, see ROAD PLANS

AutoCAD SHX Text Approx OG = FG

AutoCAD SHX Text RW Extension, see RW-3 sheet

AutoCAD SHX Text

RSP

AutoCAD SHX Text

RSP

AutoCAD SHX Text

RW 11 LOL

AutoCAD SHX Text B11-7

AutoCAD SHX Text Chain Link Railing (Mod)

AutoCAD SHX Text R/W

AutoCAD SHX Text

FG

AutoCAD SHX Text

FG

AutoCAD SHX Text

BO-3

AutoCAD SHX Text 3-1

AutoCAD SHX Text Pervious Backfill

AutoCAD SHX Text Varies

AutoCAD SHX Text Varies

AutoCAD SHX Text Temporary Construction Fence (Privacy)

AutoCAD SHX Text

TCE

AutoCAD SHX Text Pile

AutoCAD SHX Text SD, see ROAD PLANS

AutoCAD SHX Text Waterline, see ROAD PLANS

AutoCAD SHX Text

RSP

AutoCAD SHX Text Architectural Treatment

AutoCAD SHX Text

RSP

AutoCAD SHX Text 1"=10'-0"

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

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

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

M. PUROHIT

AutoCAD SHX Text

G. IMBSEN

AutoCAD SHX Text

M. PUROHIT

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

M. PUROHIT

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 7-01-15

AutoCAD SHX Text 10-23-15

AutoCAD SHX Text 8-06-21

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text 1"=10'-0"

AutoCAD SHX Text 12"=1'-0"

AutoCAD SHX Text

NO

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text 900.00'

AutoCAD SHX Text 236.57'

AutoCAD SHX Text 118.97'

AutoCAD SHX Text 15°03'39"

AutoCAD SHX Text C1

AutoCAD SHX Text STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (RETAINING WALL) FURNISH 24" CAST-IN-STEEL SHELL CONCRETE PILING DRIVE 24" CAST-IN-STEEL SHELL CONCRETE PILING STRUCTURAL CONCRETE, RETAINING WALL ARCHITECTURAL TREATMENT BAR REINFORCING STEEL (EPOXY COATED) (RETAINING WALL) CHAIN LINK RAILING (MODIFIED)

AutoCAD SHX Text 241 251 780 20 92 363 22,945 60

AutoCAD SHX Text

CY CY LF EA CY SQFT LB LF

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text NOTE: For "DESIGN DATA" and details for Type "A" RW, see "RETAINING WALL TYPE A DETAILS" sheet.

AutoCAD SHX Text

LEGEND:

RETAINING WALL NO. 11 DETAILS

RW-7

PILE DATA TABLE

PILE LAYOUT

FOUNDATION PLAN

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

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

AutoCAD SHX Text 11+00

AutoCAD SHX Text

RW 11 LOL

AutoCAD SHX Text Begin RW No. 11 25.56' Rt "M" 10+97.71 RW 11 LOL 10+00

AutoCAD SHX Text Abut 1

AutoCAD SHX Text

RW 9 LOL

AutoCAD SHX Text PI RW 11 LOL 10+10 25.56' Rt "M" 11+07.73

AutoCAD SHX Text "M" Line

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text S58°43'52"E

AutoCAD SHX Text 10+00

AutoCAD SHX Text End RW No. 11 50.54' Rt "M" 11+51.05 RW 11 LOL 10+60.00

AutoCAD SHX Text

EC 10+98.50

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text MH, see ROAD PLANS

AutoCAD SHX Text C1

AutoCAD SHX Text R/W

AutoCAD SHX Text SD, see ROAD PLANS

AutoCAD SHX Text Waterline, see ROAD PLANS

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text Exist Waterline, see ROAD PLANS

AutoCAD SHX Text Exist SSFM, see ROAD PLANS

AutoCAD SHX Text

TCE

AutoCAD SHX Text Exist MH, see ROAD PLANS

AutoCAD SHX Text 2 Equal Spaces

AutoCAD SHX Text 2 Equal Spaces

AutoCAD SHX Text Spaces

AutoCAD SHX Text Piles

AutoCAD SHX Text along

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

RW 11 LOL

AutoCAD SHX Text Pile, Typ

AutoCAD SHX Text 24" CISS Pile, 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

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

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

M. PUROHIT

AutoCAD SHX Text

G. IMBSEN

AutoCAD SHX Text

M. PUROHIT

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

M. PUROHIT

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 7-01-15

AutoCAD SHX Text 10-23-15

AutoCAD SHX Text 8-06-21

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text CISS PP 24x0.5 CISS PP 24x0.5 CISS PP 24x0.5 CISS PP 24x0.5

AutoCAD SHX Text 150 210 210 210

AutoCAD SHX Text 0 10 10 10

AutoCAD SHX Text -11 (a), -15 (d) -22 (a), 1 (b), -23 (d) -28 (a), -4 (b), -24 (d) -37 (a), -12 (b), -30 (d)

AutoCAD SHX Text -15 -23 -28 -37

AutoCAD SHX Text 150 210 210 210

AutoCAD SHX Text Notes: 1. Design tip elevations are controlled by a) Compression, b) Tension, d) Lateral load. 2. The Specified Tip elevation shall not be raised above the design tip elevations for tension load, lateral load, and tolerable settlement. 3. Unsuitable soil layers (very, soft, liquefiable, scourable, etc.) that do not contribute to the nominal resistance exist at all support locations.

AutoCAD SHX Text

PILE TYPE

AutoCAD SHX Text

COMPRESSION

AutoCAD SHX Text

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 H=10' H=14' H=14' H=14'

AutoCAD SHX Text

DESIGN HEIGHT

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text NOTES: 1. The Contractor shall field locate all utilities in vicinity of wall prior to wall construction. 2. Utilities to remain shall be protected in place, see ROAD PLANS.

AutoCAD SHX Text

LEGEND:

Indicates 24" CISS Piling

MURRAY STREET BRIDGESEISMIC RETROFIT AND BARRIER REPLACEMENT

RETAINING WALL NO. 17 LAYOUT

RW-8

DEVELOPED ELEVATION

TYPICAL SECTION

TYPE "B" RW

STA 10+00.00 TO 10+88.83 RW 17 LOL

STA 10+88.83 TO 11+20.00 RW 17 LOL

AutoCAD SHX Text 17+00

AutoCAD SHX Text 18+00

AutoCAD SHX Text "M" Line

AutoCAD SHX Text Anchor pile, see STRUCTURE PLANS

AutoCAD SHX Text Begin RW No. 17 26.50' Rt "M" 16+83.41±RW 17 LOL 10+00

AutoCAD SHX Text C5

AutoCAD SHX Text C2

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text S80°06'44"E

AutoCAD SHX Text 34.76'

AutoCAD SHX Text 599.10'

AutoCAD SHX Text

BC=16+97.60

AutoCAD SHX Text

EC=17+61.31

AutoCAD SHX Text

BC=17+96.07

AutoCAD SHX Text RW No. 17 LOL 10+82.48 EC 27.36' Rt "M" 17+69.90

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text S78°09'05"

AutoCAD SHX Text PI RW 17 LOL 10+88.77 25.56' Rt "M" 17+76.19±

AutoCAD SHX Text

RW 18 LOL

AutoCAD SHX Text

RW 17 LOL

AutoCAD SHX Text RW No. 17 LOL 10+10.58 BC 26.50' Rt "M" 16+93.99

AutoCAD SHX Text S63°04'60"E

AutoCAD SHX Text 11+00

AutoCAD SHX Text 10+00

AutoCAD SHX Text C3

AutoCAD SHX Text Sidewalk, see ROAD PLANS

AutoCAD SHX Text Maintenance Rd, see ROAD PLANS

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text

TCE

AutoCAD SHX Text R/W

AutoCAD SHX Text End RW No. 17 End CA ST-75SW BRDIGE RAIL (MOD) 36.81' Rt "M" 18+05.20±RW 17 LOL 11+19.93

AutoCAD SHX Text Abut 10

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text California ST-75SW Bridge Rail (Mod-1), see "RETAINING WALL TYPE B DETAILS" sheet

AutoCAD SHX Text RW Type "B"

AutoCAD SHX Text B0-3

AutoCAD SHX Text 3-1

AutoCAD SHX Text Pervious Backfill

AutoCAD SHX Text Top of wall

AutoCAD SHX Text

FG

AutoCAD SHX Text Architectural Treatment

AutoCAD SHX Text

RW 17 LOL

AutoCAD SHX Text "M" Line

AutoCAD SHX Text Pile, Typ

AutoCAD SHX Text

RSP

AutoCAD SHX Text Datum Elev = -10.0'

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text Elev 12.50

AutoCAD SHX Text B3-5

AutoCAD SHX Text Footing Step, Typ

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 22'-0"

AutoCAD SHX Text 22'-0"

AutoCAD SHX Text 16'-9 "14"

AutoCAD SHX Text 16'-9 "14"

AutoCAD SHX Text 31'-2"

AutoCAD SHX Text 31'-2"

AutoCAD SHX Text Begin RW No. 17

AutoCAD SHX Text End RW No. 17

AutoCAD SHX Text Bridge No

AutoCAD SHX Text Bridge No

AutoCAD SHX Text Abut 10

AutoCAD SHX Text Top of RW

AutoCAD SHX Text Elev 6.50

AutoCAD SHX Text Elev 4.50

AutoCAD SHX Text Elev 8.50

AutoCAD SHX Text Elev 10.50

AutoCAD SHX Text B0-3

AutoCAD SHX Text 3-2

AutoCAD SHX Text Weakened Plane, Typ

AutoCAD SHX Text B0-3

AutoCAD SHX Text 3-4

AutoCAD SHX Text Exp Jt, Typ

AutoCAD SHX Text Approx OG

AutoCAD SHX Text

FG

AutoCAD SHX Text B0-3

AutoCAD SHX Text 3-1

AutoCAD SHX Text Weep Hole, Typ

AutoCAD SHX Text Elev 21.13

AutoCAD SHX Text Elev 20.54

AutoCAD SHX Text Elev 19.90

AutoCAD SHX Text Elev 20.05

AutoCAD SHX Text Elev 20.45

AutoCAD SHX Text Elev 20.40

AutoCAD SHX Text Elev 20.81

AutoCAD SHX Text All piles not shown

AutoCAD SHX Text Top of SW

AutoCAD SHX Text Anchor pile

AutoCAD SHX Text Elev 20.11

AutoCAD SHX Text B3-6

AutoCAD SHX Text RW Utility opening for 10" Water

AutoCAD SHX Text B3-6

AutoCAD SHX Text RW Utility opening for 18" SD

AutoCAD SHX Text

RSP

AutoCAD SHX Text

RSP

AutoCAD SHX Text

RSP

AutoCAD SHX Text 88'-9 "14"

AutoCAD SHX Text 88'-9 "14"

AutoCAD SHX Text 31'-2"

AutoCAD SHX Text 31'-2"

AutoCAD SHX Text

RW 17 LOL

AutoCAD SHX Text "M" Line

AutoCAD SHX Text Top of wall

AutoCAD SHX Text Sidewalk, see ROAD PLANS

AutoCAD SHX Text California ST-75SW Bridge Rail (Mod-2), see "RETAINING WALL TYPE B DETAILS" sheet

AutoCAD SHX Text 1"=10'

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

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

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

M. PUROHIT

AutoCAD SHX Text

G. IMBSEN

AutoCAD SHX Text

M. PUROHIT

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

M. PUROHIT

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 07-01-15

AutoCAD SHX Text 10-23-15

AutoCAD SHX Text 08-06-21

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 12"=1'-0"

AutoCAD SHX Text

NO

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text 425.00'

AutoCAD SHX Text 63.71'

AutoCAD SHX Text 31.91'

AutoCAD SHX Text 36.05'

AutoCAD SHX Text 71.90'

AutoCAD SHX Text 390.50'

AutoCAD SHX Text 08°35'20"

AutoCAD SHX Text 10°32'59"

AutoCAD SHX Text C2

AutoCAD SHX Text C5

AutoCAD SHX Text STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (RETAINING WALL) FURNISH 24" CAST-IN-STEEL SHELL CONCRETE PILING DRIVE 24" CAST-IN-STEEL SHELL CONCRETE PILING STRUCTURAL CONCRETE, RETAINING WALL ARCHITECTURAL TREATMENT BAR REINFORCING STEEL (EPOXY COATED) (RETAINING WALL) PEDESTRIAN HAND RAILING CALIFORNIA ST-75SW BRIDGE RAIL (Mod-1) CALIFORNIA ST-75SW BRIDGE RAIL (Mod-2)

AutoCAD SHX Text 412 344 1,331 38 168 797 39,795 115 89 32

AutoCAD SHX Text

CY CY LF EA CY SQFT LB LF LF LF

AutoCAD SHX Text

QUANTITIES

AutoCAD SHX Text 49.68'

AutoCAD SHX Text 98.91'

AutoCAD SHX Text 425.00'

AutoCAD SHX Text 13°20'06"

AutoCAD SHX Text C3

AutoCAD SHX Text NOTE: For "DESIGN DATA" and details for Type "B" RW, see "RETAINING WALL TYPE B DETAILS" sheet.

AutoCAD SHX Text

LEGEND:

RETAINING WALL NO. 17 DETAILS

RW-9

PILE DATA TABLE

PILE LAYOUT

FOUNDATION PLAN

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

AutoCAD SHX Text

AutoCAD SHX Text

WS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Abut 10

AutoCAD SHX Text 17+00

AutoCAD SHX Text 18+00

AutoCAD SHX Text w

AutoCAD SHX Text w

AutoCAD SHX Text w

AutoCAD SHX Text

WV

AutoCAD SHX Text W?

AutoCAD SHX Text inv 4.79

AutoCAD SHX Text "M" Line

AutoCAD SHX Text Anchor pile, see STRUCTURE PLANS

AutoCAD SHX Text End RW No. 17 36.80' Rt "M" 18+05.20±RW 17 LOL 11+20.00

AutoCAD SHX Text Begin RW No. 17 26.50' Rt "M" 16+83.41±RW 17 LOL 10+00

AutoCAD SHX Text C5

AutoCAD SHX Text C2

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text S80°06'44"E

AutoCAD SHX Text 34.76'

AutoCAD SHX Text 599.10'

AutoCAD SHX Text

BC=16+97.60

AutoCAD SHX Text

EC=17+61.31

AutoCAD SHX Text

BC=17+96.07

AutoCAD SHX Text RW No. 17 LOL 10+82.54 EC 27.36' Rt "M" 17+69.90

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text S78°09'05"

AutoCAD SHX Text PI RW 17 LOL 10+88.83 25.56' Rt "M" 17+76.19±

AutoCAD SHX Text

RW 18 LOL

AutoCAD SHX Text

RW 17 LOL

AutoCAD SHX Text RW No. 17 LOL 10+10.64 BC 26.50' Rt "M" 16+93.98

AutoCAD SHX Text S63°04'60"E

AutoCAD SHX Text 11+00

AutoCAD SHX Text 10+00

AutoCAD SHX Text C3

AutoCAD SHX Text Exist RW to be removed

AutoCAD SHX Text Exist 36" SSFM,see ROAD PLANS

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text Waterline, see ROAD PLANS

AutoCAD SHX Text SD, see ROAD PLANS

AutoCAD SHX Text

TCE

AutoCAD SHX Text R/W

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

RW 17 LOL

AutoCAD SHX Text Pile, 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

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text I

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

M. PUROHIT

AutoCAD SHX Text

G. IMBSEN

AutoCAD SHX Text

M. PUROHIT

AutoCAD SHX Text

C. PINKERTON

AutoCAD SHX Text

M. PUROHIT

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 07-01-15

AutoCAD SHX Text 10-23-15

AutoCAD SHX Text 08-06-21

AutoCAD SHX Text 03-23-23

AutoCAD SHX Text 04-21-23

AutoCAD SHX Text CISS PP 24x0.5 CISS PP 24x0.5 CISS PP 24x0.5 CISS PP 24x0.5 CISS PP 24x0.5

AutoCAD SHX Text 150 130 90 80 90

AutoCAD SHX Text 10 0 0 0 0

AutoCAD SHX Text -36 (a), -23 (b), -14(d) -27 (a), -26 (d) -18 (a), -22 (d) -11 (a), -22 (d) -9 (a), -22 (d)

AutoCAD SHX Text -36 -27 -22 -22 -22

AutoCAD SHX Text 150 130 90 80 90

AutoCAD SHX Text Notes: 1. Design tip elevations are controlled by a) Compression, b) Tension, d) Lateral load. 2. The Specified Tip elevation shall not be raised above the design tip elevations for tension load, lateral load, and tolerable settlement. 3. Unsuitable soil layers (very, soft, liquefiable, scourable, etc.) that do not contribute to the nominal resistance exist at all support locations.

AutoCAD SHX Text

PILE TYPE

AutoCAD SHX Text

COMPRESSION

AutoCAD SHX Text

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 H=14' H=12' H=10' H=8' H=6'

AutoCAD SHX Text

DESIGN HEIGHT

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text NOTES: 1. The Contractor shall field locate all utilities in vicinity of wall prior to wall construction. 2. Utilities to remain shall be protected in place, see UTILITY PLANS.

AutoCAD SHX Text

LEGEND:

SEISMIC RETROFIT AND BARRIER REPLACEMENT

RETAINING WALL NO. 18 LAYOUT

RW-10

DEVELOPED ELEVATION

TYPICAL SECTION

TYPE "C" RW

TYPE "A" RW

AutoCAD SHX Text 17+00

AutoCAD SHX Text 18+00

AutoCAD SHX Text

"M" LINE

AutoCAD SHX Text

RW 18 LOL

AutoCAD SHX Text 10+00

AutoCAD SHX Text C2

AutoCAD SHX Text S88°42'04"E

AutoCAD SHX Text S80°06'44"E

AutoCAD SHX Text 34.76'

AutoCAD SHX Text 599.10'

AutoCAD SHX Text

BC=16+97.60

AutoCAD SHX Text

EC=17+61.31

AutoCAD SHX Text

BC=17+96.07

AutoCAD SHX Text N89°27'36"E

AutoCAD SHX Text PI RW 18 LOL 10+36.00 43.48' Rt "M" 17+25.45

AutoCAD SHX Text S62°49'40"E

AutoCAD SHX Text PI RW 18 LOL 10+42.00 49.41' Rt "M" 17+26.51

AutoCAD SHX Text

RW 17 LOL

AutoCAD SHX Text 11+00

AutoCAD SHX Text S03°54'07"E

AutoCAD SHX Text N87°46'33"E

AutoCAD SHX Text End RW No. 18 61.29' Rt "M" 18+11.68 RW 18 LOL 11+28.48

AutoCAD SHX Text PI RW 18 LOL 10+74.00 48.32' Rt "M" 17+61.87

AutoCAD SHX Text Begin RW No. 18 45.46' Rt "M" 16+86.60 RW 18 LOL 10+00

AutoCAD SHX Text

RW 18 LOL

AutoCAD SHX Text Connection Wall (See Note 2)

AutoCAD SHX Text Path Light, see ROAD PLANS

AutoCAD SHX Text C3

AutoCAD SHX Text Maintenance Rd, see ROAD PLANS

AutoCAD SHX Text Light Post 10+33.00, see ROAD PLANS

AutoCAD SHX Text SW, see ROAD PLANS

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text Anchor pile, see STRUCTURE PLANS

AutoCAD SHX Text

TCE

AutoCAD SHX Text R/W

AutoCAD SHX Text RESET FLAG POLE, Tot 2

AutoCAD SHX Text Exist RW

AutoCAD SHX Text Abut 10

AutoCAD SHX Text DI, see ROAD PLANS

AutoCAD SHX Text 4" Utility Chase

AutoCAD SHX Text Exist Utility Chase

AutoCAD SHX Text Exist SSFM vault

AutoCAD SHX Text

FG

AutoCAD SHX Text

BO-3

AutoCAD SHX Text 3-1

AutoCAD SHX Text Pervious Backfill

AutoCAD SHX Text Metal Railing

AutoCAD SHX Text

FG

AutoCAD SHX Text

RW 18 LOL

AutoCAD SHX Text Top of RW

AutoCAD SHX Text Exist 36" Sewer

AutoCAD SHX Text 4" Utility Chase

AutoCAD SHX Text

RSP

AutoCAD SHX Text Datum Elev = -10.0'

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text 20'-5 "34"

AutoCAD SHX Text 20'-5 "34"

AutoCAD SHX Text Begin RW No. 18

AutoCAD SHX Text End RW No. 18

AutoCAD SHX Text Top of RW

AutoCAD SHX Text Elev 10.13

AutoCAD SHX Text Elev 22.00

AutoCAD SHX Text Elev 13.96

AutoCAD SHX Text Elev 13.96

AutoCAD SHX Text Elev 18.65

AutoCAD SHX Text Elev 22.00

AutoCAD SHX Text Elev 5.50

AutoCAD SHX Text Elev 4.75

AutoCAD SHX Text Elev 1.25

AutoCAD SHX Text

PI

AutoCAD SHX Text B0-3

AutoCAD SHX Text 3-4

AutoCAD SHX Text Exp Jt

AutoCAD SHX Text B0-3

AutoCAD SHX Text 3-2

AutoCAD SHX Text Weakened Plane, Typ

AutoCAD SHX Text B3-5

AutoCAD SHX Text Footing Step

AutoCAD SHX Text Metal Railing

AutoCAD SHX Text B0-3

AutoCAD SHX Text 3-1

AutoCAD SHX Text Weep Hole, Typ

AutoCAD SHX Text Exist 36" Sewer

AutoCAD SHX Text B3-6

AutoCAD SHX Text RW Utility Opening for 10" Water

AutoCAD SHX Text 42'-0"

AutoCAD SHX Text 42'-0"

AutoCAD SHX Text

FG

AutoCAD SHX Text Elev 17.53

AutoCAD SHX Text All piles not shown

AutoCAD SHX Text Light Post, see ROAD PLANS

AutoCAD…

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 .