Raley's_Dock_-_Drawings_Reference_sheet_S520.pdf

COVER SHEET

G-001

PS CL

SD CSS

AS SHOWN

655 Montgomery Street Suite 1010 San Francisco California 94111 USA

T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1

This Drawing shall not be used for Construction unless Signed and Sealed For Construction

GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

Check

Drafting

DateDrawnRevisionNo

Rev:

Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:27 February 2019 - 6:20 PM

N:\US\San Francisco\Projects\10809 City of West Sacramento\8410632 - Raley's Dock and Rice Mill Pier\06-CAD\Sheets\Raley's Dock\8410632 RALEYS G-001.dwg

ANSI D

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Carlos Martinez II

City Work Order Number

Sht of

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2015

CITY OF WEST SACRAMENTO

RALEY'S DOCK REPLACEMENT

MARCH 2019

100% DESIGN - ISSUED FOR REVIEW

70060

TH

E CITY OF

W E

ST SA CR A MEN

T

O

CITY OF WEST SACRAMENTO

PUBLIC WORKS DEPARTMENT

PLANS FOR THE CONSTRUCTION OF:

RALEY'S DOCK REPLACEMENT PROJECT

CITY WORK ORDER NO. 70060

APPROVED BY:

DATE

DENIX ANBIAH

DIRECTOR OF PUBLIC WORKS

PROJECT SITE

NOT TO SCALE

N

NOT TO SCALE

N

PROJECT SITE

LOCATION MAPAREA MAP

AGENCY CONTACTS

CITY PROJECT ENGINEER DERECK GOODWIN

(916) 617-4850

CITY CONSTRUCTION MANAGER A.E. "DREW" GIDLOF

(916) 617-4850

PUBLIC WORKS OPERATIONS MANAGER DAN MOUNT

(916) 617-4850

CITY FIRE DEPARTMENT BRYAN JONSON

(916) 617-4600

CITY POLICE DEPARTMENT

(916) 617-4900

UNDERGROUND SERVICE ALERT (USA)

WASH. UNIFIED SCHOOL DIST. DAUN MANNING

(916) 375-7600

YOLO CO. COMMUNICATIONS BRUCE ANDREOZZI

(530) 666-8900

YOLO DEPT. OF ENVIRONMENTAL HEALTH B. SARAZIN

(530) 666-8646

YOLO COUNTY GENERAL SERVICES

(530) 666-8095

(AFTER HOURS) YOLO COUNTY DISPATCHER (530) 666-8920

YOLO-SOLANO AIR POLLUTION CAROL CASE

(530) 757-3650

YOLO COUNTY TRANSPORTATION DISTRICT TERRY BASSETT

(530) 661-0816

EMERGENCY CONTACTS

FIRE/POLICE 911

WATER/SEWER

(916) 617-4850

P.G.&E. 24-HOUR EMERGENCY 1-800-743-5000

AT&T 1-800-227-2600

ELECTRIC LIGHTWAVE 1-800-622-4354

YOLO COUNTY DISPATCHER

(530) 666-2877

PRIVATE UTILITY CONTACTS

AT&T ASTRID WILLARD

(916) 638-8492

MCI ED FRITZGERALD

(916) 991-2250

SBC PAUL HENDERSON

(916) 453-7116

PG&E (ELECTRICAL) (530) 661-5659

PG&E (GAS) (530) 661-5659

RD 900 KEN RUZICH

(916) 371-1483

WAVE BROADBAND KIRK ELLINGSON

(916) 630-7180

WASTE MANAGEMENT

(800) 443-2596

YOLO BUS

(530) 371-2877

CITY PROJECT MANAGER JOHN SNEED

(916) 617-4850

U.S. COAST GUARD

YOLO COUNTY DISPATCHER

(916) 372-3375

TOWER BRIDGE

(916) 422-5298

SHEET INDEX

ASSISTANT OPERATIONS CHIEF, LUIS ZEPEDA (510) 437-2986

I STREET BRIDGE TENDER

(916) 591-6366

JERRY RHEA

CALSTRS

(916) 803-5060

BETSY GOULLERT

CALSTRS

(916) 414-4025MELISSA VINCENT (ALTERNATE CONTACT)

DGS

(916) 374-9133BUILDING MANAGER, KERI

http://www.ghd.com/

LEGEND, ABBREVIATIONS, AND GENERAL NOTES

G-002

PS CL

SD CSS

NONE

SYMBOLS LEGEND

Ø DIAMETER

AB AGGREGATE BASE

ABDN ABANDONED

AC ACRE, ASPHALT CONCRETE

ACM ASBESTOS CONTAINING MATERIAL

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ASB AGGREGATE SUBBASE

ASPH ASPHALT

BC BEGIN CURVE

BFP BACK FLOW PREVENTER

BLDC BUILDING CORNER

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICES

BOD BOTTOM OF DOCK

BOL BOLLARD

BSW, BW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

C CONCRETE OR CIVIL

CB CATCH BASIN

C&G CURB AND GUTTER

CG&S/W CURB, GUTTER & SIDEWALK

CI CAST IRON OR CURB INLET

CIP CAST IRON PIPE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONC CONCRETE

CONF CONFORM TO EXISTING

CONST CONSTRUCTION OR CONSTRUCT

CU CUBIC

CY CUBIC YARD

D= DELTA (CURVE)

DBE DESIGN BUILD ENTITY

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DOM DOMESTIC

DW DOMESTIC WATER

DWG DRAWING

E EAST, ELECTRIC

EC END CURVE

EL, ELEV ELEVATION

EP EDGE OF PAVEMENT

EVA EMERGENCY VEHICLE ACCESS

EX EXISTING

EXIST, (E) EXISTING

F/C,FC FACE OF CURB

FD FOUND

FDC FIRE DEPARTMENT CONNECTION

FF,FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FOUND FOUNDATION

FS FINISHED SURFACE

FT FOOT, FEET

FW FIRE WATER

G GAS, GROUND ELEVATION

GB GRADE BREAK

GI GALVANIZED IRON

GRD GROUND

GV GATE VALVE

HCR HANDICAP ACCESSIBLE RAMP

HMA HOT MIX ASPHALT

HP HIGH POINT

HT HEIGHT

INST INSTALL

INV INVERT

JP JOINT POLE

JT JOINT TRENCH

L LEFT

L= LENGTH (CURVE)

LIP LIP OF GUTTER

LP LIGHT POLE, LOW POINT

LS LANDSCAPE

LSA LANDSCAPE ARCHITECT

MAX MAXIMUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

MH MANHOLE

MIN MINIMUM

MPVC MIDPOINT OF VERTICAL CURVE

MON MONUMENT

N NORTH

(N) NEW

NIC NOT IN CONTRACT

NO NUMBER

NPDES NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM

NTS NOT TO SCALE

O.R. OFFICIAL RECORDS

P PAVEMENT ELEVATION

PA PLANTER AREA

PCC POINT OF COMPOUND CURVATURE

PORTLAND CEMENT CONCRETE

PED PEDESTRIAN

PH POTHOLE

PID POINT ID

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PM PARKING METER

PMH POWER MANHOLE

POC POINT ON CURVE

POI POINT OF INTERSECTION

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRUE PRIVATE UTILITY EASEMENT

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE PIPE

R RIGHT

R= RADIUS (CURVE)

RC RELATIVE COMPACTION

RCP REINFORCED CONCRETE PIPE

RP RADIUS POINT

RPPA REDUCED PRESSURE PRINCIPLE

ASSEMBLY

R/W, ROW RIGHT OF WAY

S SOUTH, SLOPE

S.A.D. SEE ARCHITECTURAL DRAWINGS

SB SEDIMENT BASIN

SD STORM DRAIN

SDI STORM DRAIN INLET

SDMH STORM DRAIN MANHOLE

S.E.D. SEE ELECTRICAL DRAWINGS

SF SILT FENCE

SG SUBGRADE

SHLDR SHOULDER

SL STREETLIGHT

S.L.D. SEE LANDSCAPE DRAWINGS

SMH SIGNAL MANHOLE

S.P.D. SEE PLUMBING DRAWINGS

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

STA STATION

STD STANDARD

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN

T TELEPHONE

TC TOP OF CURB

TD TRENCH DRAIN

TFC TOP FACE OF CURB

TOD TOP OF DOCK

TOE TOE OF SLOPE

TOW, TW TOP OF WALL

TS TOP OF SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

U/G UNDERGROUND

VC VERTICAL CURVE

W WEST, WATER

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

YDS YARDS

ANNOTATION

SYMBOLS

IRRIGATION BOX

GAS METER

GAS VALVE

WATER METER

WATER VALVE

WATER VALVE

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

WATER TAPPING SADDLE

SEWER MANHOLE

SEWER CLEANOUT

SEWER LAMP HOLE

SEWER VENT

STORM DRAIN MANHOLE

CATCH BASIN

CURB INLET

DRAINAGE INLET

STORM DRAIN CLEANOUT

RAIN WATER LEADER

ELECTRIC VAULT COVER

ELECTRIC PULLBOX

TELEVISION PULLBOX

TELEPHONE PULLBOX

HIGH VOLTAGE ELECTRIC

TELEPHONE MANHOLE

POWER POLE

GUY WIRE & ANCHOR

JOINT POLE WITH (2) RISERS

JOINT POLE

STREET LIGHT

ELECTROLIER

TRAFFIC SIGNAL

TRAFFIC SIGNAL

PEDESTRIAN LIGHT

PEDESTRIAN PUSH BUTTON

CROSSWALK DETECTOR

STREET LIGHT PULLBOX

SIGN (AS NOTED)

WHEELCHAIR RAMP

6" CURB & GUTTER

EDGE OF AC PAVEMENT

6" VERTICAL CURB

OVERHEAD WIRES

OVERHEAD ELECTRIC WIRES

OVERHEAD TELEPHONE WIRES

UNDERGROUND ELECTRIC LINE

ELECTRIC LINE

STREET LIGHT CONDUIT

GAS LINE

SANITARY SEWER LINE

STORM DRAIN LINE

TELEPHONE LINE

TELEVISION LINE

WATER LINE

FIRE WATER MAIN

DOMESTIC WATER MAIN

CHILLED WATER RETURN

CHILLED WATER SUPPLY

HOT WATER SUPPLY

HOT WATER SUPPLY

STEAM LINE

SOFT WATER MAIN

CONDENSATE RETURN

MEDICAL AIR

IRRIGATION LINE

TRENCH DRAIN

METAL BEAM GUARD RAIL

SILT FENCE

CHAIN LINK FENCE

FLOW LINE

CONTOUR ELEVATION LINE

CENTER LINE

EXISTING PROPERTY LINE

MONUMENT LINE

EXISTING EASEMENT LINE

FINISH GRADE

SURFACE DRAINAGE SLOPE

SPOT ELEVATION

C

D

F

PROJECT DESCRIPTION:

THE CONTRACTOR SHALL PROVIDE THE DESIGN, AS WELL AS ALL LABOR,

SUPERVISION, EQUIPMENT, APPLIANCES AND MATERIALS REQUIRED TO PERFORM

ALL OPERATIONS IN CONNECTION WITH AT LEAST, BUT NOT NECESSARILY LIMITED

TO, THE SUCCESSFUL COMPLETION OF THE FOLLOWING ITEMS, ALL IN STRICT

ACCORDANCE WITH THE CONTRACT DOCUMENTS:

1. DEMOLITION OF EXISTING STRUCTURES AS SHOWN ON PLANS.

2. CONSTRUCTION OF NEW DOCKING FLOATS AND ASSOCIATED PILING.

3. CONSTRUCTION OF NEW BERTHING FLOAT AND ASSOCIATED PILING.

4. CONSTRUCTION OF NEW GANGWAYS AND ASSOCIATED PILING.

5. CONSTRUCTION OF NEW ACCESS RAMPS AND ASSOCIATED PILING.

6. REPLACEMENT OF ANY DAMAGED UTILITY STRUCTURES DAMAGED DURING

THE CONSTRUCTION ACTIVITIES WITH IN-KIND OR BETTER QUALITY

SHOULD THE CONTRACTOR OR ANY SUBCONTRACTOR FIND ANY DEFICIENCIES,

ERRORS, CONFLICTS OR OMISSIONS IN THESE PLANS AND SPECIFICATIONS OR

SHOULD THERE BE DOUBT AS TO THEIR MEANING OR INTENT, THE CONTRACTOR

SHALL CEASE WORK AND THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE

ENGINEER WILL PROVIDE WRITTEN CLARIFICATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING

SURVEY MONUMENTS AND CONTROL POINTS. ALL MONUMENTS DESTROYED

DURING CONSTRUCTION SHALL BE RE-SURVEYED AND REPLACED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

DIMENSIONS AND EXISTING CONDITIONS DEPICTED ON THE CONTRACT DRAWINGS

SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.

ANY DISCREPANCIES SHALL BE NOTED BY THE CONTRACTOR AND REVIEWED WITH

THE OWNER PRIOR TO ORDERING, CONSTRUCTION, OR FABRICATION OF

CONSTRUCTION MATERIALS.

ALL SECTIONS, DETAILS, NOTES, DIMENSIONS AND CONDITIONS ARE APPLICABLE

AT ANY OTHER LOCATION WHERE CONDITIONS AND DETAILS ARE SIMILAR BUT ARE

NOT SPECIFICALLY NOTED AS SUCH OR ARE NOT SHOWN.

CONSTRUCTION NOTES:

(IF THERE IS A CONFLICT BETWEEN THESE NOTES AND DIVISION 1 OF THE

PROJECT SPECIFICATIONS THE MORE RESTRICTIVE REQUIREMENT SHALL TAKE

PRECEDENCE.)

1. ALL OFF-SITE CONSTRUCTION MATERIAL AND METHODS SHALL COMPLY WITH

THE LATEST EDITION OF THE CITY OF WEST SACRAMENTO STANDARD PLANS &

SPECIFICATIONS.

2. CONTRACTOR SHALL LEAVE AN EMERGENCY PHONE NUMBER WITH THE

POLICE AND FIRE DEPARTMENTS.

3. CONTRACTOR SHALL POST ON THE SITE, EMERGENCY TELEPHONE NUMBERS

FOR PUBLIC WORKS, AMBULANCE, POLICE, AND FIRE DEPARTMENTS.

4. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS 48

HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY

UNLESS AN EXCAVATION PERMIT SPECIFIES OTHERWISE.

5. EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ARE FOR

INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATION AND DEPTH WITH THE APPROPRIATE AGENCIES. NEITHER THE

OWNER NOR THE DESIGN PROFESSIONAL ASSUMES RESPONSIBILITY THAT THE

UTILITIES AND UNDERGROUND FACILITIES INDICATED WILL BE THE UTILITIES

AND UNDERGROUND FACILITIES ENCOUNTERED.

6. CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT U.S.A.

800-227-2600 FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK TO HAVE

THE LOCATION OF EXISTING UNDERGROUND UTILITIES MARKED. IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, LOCATE, AND

PROTECT ALL UNDERGROUND FACILITIES.

7. THE CONTRACTOR SHALL HIRE A STREET CLEANING CONTRACTOR TO CLEAN

UP DIRT AND DEBRIS FROM CITY STREETS THAT ARE ATTRIBUTABLE TO THE

PROJECT'S CONSTRUCTION ACTIVITIES.

8. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH

THE STANDARDS ESTABLISHED BY THE PROJECT SPECIFICATIONS AND

AGENCIES HAVING JURISDICTION FOR AIRBORNE PARTICULATES (DUST).

9. ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED

HEREON OR ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED

AND APPROVED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL BE

NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ANY GRADING.

UNOBSERVED AND UNAPPROVED GRADING WORK SHALL BE REMOVED AND

REDONE AT THE CONTRACTOR'S EXPENSE.

10. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT

SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS

OTHERWISE NOTED.

11. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN

OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY DURING

THE CONSTRUCTION PERIOD.

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY

EXISTING IMPROVEMENTS OR UNDERGROUND FACILITIES DAMAGED DURING

THE CONSTRUCTION PERIOD.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL

ENCROACHMENT, EXCAVATION, CONCRETE, ELECTRICAL, PLUMBING, ETC.

PERMITS NECESSARY PRIOR TO BEGINNING CONSTRUCTION FOR ANY WORK.

14. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT OR REPRESENTATIVE ON

SITE AT ALL TIMES DURING CONSTRUCTION.

15. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT ON STREETS WILL

NOT BE PERMITTED.

16. CONSTRUCTION EQUIPMENT SHALL BE PROPERLY MUFFLED. UNNECESSARY

IDLING OF GRADING CONSTRUCTION EQUIPMENT IS PROHIBITED.

17. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CLEANED OR RINSED

INTO A STREET, GUTTER OR STORM DRAIN.

18. A CONTAINED AND COVERED AREA ON-SITE SHALL BE USED FOR STORAGE OF

CEMENT BAGS, PAINTS, FLAMMABLE, OILS, FERTILIZERS, PESTICIDES, OR ANY

OTHER MATERIALS THAT HAVE POTENTIAL FOR BEING DISCHARGED TO THE

STORM DRAIN SYSTEM BY WIND OR IN THE EVENT OF A MATERIAL SPILL.

19. ALL CONSTRUCTION DEBRIS SHALL BE GATHERED ON A REGULAR BASIS AND

PLACED IN A DUMPSTER WHICH IS EMPTIED OR REMOVED WEEKLY. WHEN

FEASIBLE, TARPS SHALL BE USED ON THE GROUND TO COLLECT FALLEN

DEBRIS OR SPLATTERS THAT COULD CONTRIBUTE TO STORMWATER

POLLUTION.

20. ANY TEMPORARY ON-SITE CONSTRUCTION PILES SHALL BE SECURELY

COVERED WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS.

21. CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS SHALL NOT

DISCHARGE WASH WATER INTO THE STREET GUTTERS OR DRAINS.

22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY IF EXISTING UTILITIES

WITHIN THE PROJECT LIMITS ARE SERVING EXISTING FACILITIES OR NOT.

THOSE THAT SERVE EXISTING FACILITIES SHALL BE RELOCATED IN SUCH A

MANNER AS TO MAINTAIN UNINTERRUPTED SERVICE. ANY EXISTING UTILITIES

WITHIN THE PROJECT LIMITS THAT DO NOT SERVE ANY OTHER EXISTING

FACILITIES TO REMAIN SHALL BE DEMOLISHED OR ABANDONED IN PLACE AS

INDICATED ON THE PLANS.

23. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH

GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION

CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY; THAT THE REQUIREMENT SHALL BE MADE TO APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND

CONSTRUCTION. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY

AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,

REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON

THE PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF

DESIGN PROFESSIONAL.

EROSION CONTROL NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND IMPLEMENTING A

PROJECT SWPPP PER THE CURRENT NPDES GENERAL PERMIT REQUIREMENTS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING AND REPORTING.

THE OWNER SHALL REGISTER THE PROJECT VIA SMARTS AND ESTABLISH

ACCESS FOR THE QSO.

3. THE EROSION CONTROL MEASURES SHOWN HERE ARE THE MINIMUM

RECOMMENDED. IT IS THE CONTRACTOR'S QSD/QSP RESPONSIBILITY TO

DEVELOP A SPECIFIC PLAN OF BMP'S (BEST MANAGEMENT PRACTICES) FOR

THE PROJECT SITE APPROPRIATE TO THE PHASE OF CONSTRUCTION AND THE

TIME OF YEAR.

4. BACK UP EROSION CONTROL MATERIALS SHALL BE STOCKPILED ON THE SITE

TO ALLOW FOR TIMELY REPAIR AND MAINTENANCE OF ALL BMP'S.

ADA COMPLIANCE NOTES:

ALL SITE WORK SHALL BE IN CONFORMANCE WITH TITLE 24 OF THE CALIFORNIA

ADMINISTRATIVE CODE AND WITH THE AMERICANS WITH DISABILITIES ACT. THESE

NOTES ARE GENERAL ADA COMPLIANCE REQUIREMENTS; NOT ALL MAY APPLY TO

THE PROJECT.

1. RAMPS SHALL NOT EXCEED A SLOPE OF 1:13.3 (7.5%).

2. RAMPS TO BUILDINGS SHALL NOT EXCEED A SLOPE OF 1:20 (5%) UNLESS

RAILINGS ARE SHOWN ON ARCHITECTURAL PLANS, IN WHICH CASE THE SLOPE

SHALL NOT EXCEED 1:13.3 (7.5%).

3. A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY ENTRANCES

TO BUILDINGS, THE LANDINGS SHALL HAVE A MINIMUM WIDTH OF 60" AND A

MINIMUM DEPTH OF 60" WHEN THE DOOR OPENS INTO THE BUILDING, AND 42"

PLUS THE WIDTH OF THE DOOR WHEN THE DOOR OPENS ONTO THE LANDING.

4. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:20 (5%) AND

1:13.3 (7.5%), AND SHALL HAVE A MINIMUM WIDTH OF 48" AND A MAXIMUM

CROSS-SLOPE OF 2%. RAMPS EXCEEDING 2'-6" VERTICAL SHALL HAVE

INTERMEDIATE (2% MAXIMUM SLOPE) LANDINGS HAVING A MINIMUM LENGTH IN

THE DIRECTION OF TRAVEL OF 60". BOTTOM LANDINGS AT CHANGES IN RAMP

DIRECTION SHALL HAVE A MINIMUM LENGTH OF 72". RAMPS FINISH SHALL BE

STABLE, FIRM, SLIP-RESISTANT, CONTAIN A 12 INCH WIDE CONTINUOUS

GROOVED BORDER ALONG THE TOP EDGE, AND HAVE A DETECTABLE WARNING

SURFACE AT THE BASE OF THE RAMP.

5. MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2%. MAXIMUM

SLOPE WITHIN PARKING STALLS DESIGNATED AS HANDICAPPED PARKING

SHALL BE 2% IN ANY DIRECTION.

6. ALL SIDEWALK SHALL HAVE A 4' MINIMUM CLEAR WIDTH FOR ACCESSIBLE

CONFORMANCE.

7. DETECTABLE WARNING SURFACES SHALL BE INSTALLED ALONG WALKWAYS

AND AT RAMPS PER CITY STANDARDS.

8. PROVIDE 80'' OVERHANG CLEARANCE AT WALKWAYS.

9. RAMP FINISH SHALL BE STABLE, FIRM, AND SLIP-RESISTANT PER CITY

STANDARDS.

ARBORIST NOTES:

1. NO CUTTING OF ANY PART OF CITY TREES, INCLUDING ROOTS, SHALL BE DONE

WITHOUT SECURING APPROVAL AND DIRECT SUPERVISION FROM THE CITY

ARBORIST.

2. NO CUTTING OF ANY PART OF PRIVATE TREES, INCLUDING ROOTS, SHALL BE

DONE WITHOUT DIRECT SUPERVISION OF A CERTIFIED ARBORIST

(CERTIFICATION OF INTERNATIONAL SOCIETY OF ARBORICULTURE).

3. WHEN CONSTRUCTION OCCURS WITHIN DRIP LINE ON EXISTING TREES,

CONTRACTOR IS TO PILE THE SOIL ON THE SIDE AWAY FROM THE TREE. WHEN

THIS IS NOT POSSIBLE, PLACE SOIL ON PLYWOOD. A TARP, OR THICK BED OF

MULCH. THIS IS TO HELP PREVENT CUTTING INTO THE SOIL SURFACE WHEN

THE BACKHOE OR TRACTOR BLADE REFILLS THE TRENCH.

4. REFILL OPEN TRENCHES QUICKLY WITHIN HOURS OF EXCAVATION WHEN THEY

OCCUR WITHIN THE DRIP LINE OF EXISTING TREES. IF THIS IS NOT POSSIBLE

AND WEATHER IS HOT, DRY, OR WINDY, CONTRACTOR MUST KEEP ROOT ENDS

MOIST BY COVERING THEM WITH WET BURLAP. IF TEMPERATURE IS 80°F OR

GREATER, THE BURLAP MUST BE INSPECTED EVERY HOUR AND RE-WET AS

NECESSARY TO MAINTAIN A CONSTANT COOL MOIST CONDITION. IF

TEMPERATURE IS BELOW 80°, THE BURLAP MUST BE INSPECTED EVERY FOUR

HOURS AND RE-WET AS NECESSARY TO MAINTAIN A CONSTANT COOL MOIST

CONDITION. SMALL ROOTS CAN DRY OUT AND DIE IN 10-15 MINUTES. LARGER

ROOTS CAN SUCCUMB IN AN HOUR OR LESS UNDER UNFAVORABLE WEATHER

CONDITIONS.

5. WHEN ROOTS 2” OR LARGER MUST BE CUT, SHOVEL BY HAND NEAR THE ROOTS

AND SAW THE ROOTS. ACCIDENTALLY BROKEN ROOTS SHOULD BE SAWED A

COUPLE OF INCHES BEHIND THE RAGGED END. CRUSHED OR TORN ROOTS

ARE MORE LIKELY TO ALLOW DECAY TO BEGIN; SHARPLY CUT ROOTS

PRODUCE A FLUSH OF NEW ROOTS HELPING THE TREE TO RECOVER FROM ITS

INJURY.

6. CONTRACTOR SHALL NOTIFY CITY ARBORIST 72 HOURS IN ADVANCE OF ANY

WORK REQUIRING DIGGING AROUND OR WITHIN THE DRIP LINE OF EXISTING

TREES.

7. A CLEAR SYSTEM OF FLAGGING MUST BE PROVIDED AROUND TREES WITHIN 20'

OF PROPOSED GRADING AS REQUIRED BY CITY ARBORIST.

8. MATERIALS, EQUIPMENT, TEMPORARY BUILDINGS, FUELS, PAINTS AND OTHER

CONSTRUCTION ITEMS ARE NOT TO BE PLACED WITHIN THE DRIP LINE OF

EXISTING TREES.

9. NO TRENCHING SHALL BE DONE WITHIN THE DRIP LINE OF EXISTING TREES

WITHOUT THE APPROVAL OF THE CITY ARBORIST. OPEN TRENCHING IN THE

ROOT ZONE OF A PUBLIC TREE IS PROHIBITED EXCEPT IN CASES WHERE THE

TRENCHING FALLS OUTSIDE THE DRIP LINE OF THE TREE INVOLVED.

EXCEPTIONS WILL BE ALLOWED IF, IN THE OPINION OF THE CITY ARBORIST,

THE IMPACT OF TRENCHING UPON THE TREE WILL BE NEGLIGIBLE.

10. ANY CUTTING OF EXISTING ROOTS SHALL BE DONE WITH LIGHT, APPROVED

EQUIPMENT UNDER THE DIRECT SUPERVISION OF THE CITY ARBORIST.

ORIGINAL GRADE AT BASE OF EXISTING TREES IS NOT TO CHANGE. IF

NECESSARY, DRY WELLS ARE TO BE USED IF GRADE IS TO RISE.

11. GRADING SHOULD NOT CREATE DRAINAGE PROBLEMS FOR TREES BY

CHANNELING WATER INTO THEM, OR CREATING SUNKEN AREAS.

12. ALL GRADING WITHIN DRIP LINE OF TREES SHALL BE DONE WITH LIGHT,

APPROVED EQUIPMENT UNDER THE DIRECT SUPERVISION OF THE CITY

ARBORIST. ORIGINAL GRADE AT BASE OF EXISTING TREES IS NOT TO CHANGE.

IF NECESSARY, DRY WELLS ARE TO BE USED IF GRADE IS TO RISE.

13. WHEN TRENCHING IS ALLOWED, THE CONTRACTOR MUST FIRST CUT ROOTS

WITH A VERMEER ROOT CUTTER PRIOR TO ANY TRENCHING TO AVOID

TUGGING OR PULLING OF ROOTS.

14. TREES THAT ARE DETERMINED TO BE REMOVED BY THE CITY ARBORIST DUE

TO CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. CITY

ARBORIST TO DETERMINE SPECIE, SIZE AND SPACING.

15. PLACE 1”-2” OF MULCH AROUND ALL EXISTING TREES (OUT TO THEIR DRIP LINE)

THAT ARE TO BE PRESERVED PRIOR TO ANY CONSTRUCTION.

16. NO BORE PITS ALLOWED WITHIN THE DRIP LINE OF ANY TREE.

17. TREE PROTECTION: CONTRACTOR SHALL TAG AND IDENTIFY EXISTING TREES

WHICH ARE TO REMAIN WITHIN THE PROJECT LIMITS AND ON THE PUBLIC

RIGHT-OF-WAY PRIOR TO START OF WORK. PROTECT ALL SUCH EXISTING

TREES AT ALL TIMES FROM DAMAGE BY MEN AND EQUIPMENT. REPAIR ALL

MINOR DAMAGE TO EXISTING TREES BY USING A LICENSED TREE SURGEON OR

OTHER PERSONNEL APPROVED BY THE CITY ARBORIST. REMOVE SUCH TREES

PERMANENTLY DISFIGURED OR KILLED, INCLUDING ROOTS FROM THE SITE

AND REPLACE EACH SUCH TREE OR TREES WITH EQUAL SIZED TREES IF

POSSIBLE. OR REIMBURSE THE OWNER THE COST IF SUCH REPLACEMENT IS

NOT POSSIBLE. THE CITY ARBORIST SHALL BE THE SOLE JUDGE OF THE

CONDITION OF ANY TREE. PROVIDE REGULAR WATERING OF EXISTING

LANDSCAPING WITHIN THE CONSTRUCTION AREA THROUGH THE

CONSTRUCTION PERIOD.

GENERAL NOTES

KEYNOTE

DEMOLITION NOTE

DETAIL INDICATOR SECTION INDICATOR

C-101

A

C-301

1. ABBREVIATIONS ON THIS SHEET

APPLY ONLY TO THE CIVIL

DRAWINGS, REFER TO OTHER

DISCIPLINES FOR APPLICABLE

SYMBOLS NOT PROVIDED HERE.

2. THIS IS A STANDARD ABBREVIATION

AND LEGEND SHEET, THEREFORE,

SOME ABBREVIATIONS AND LEGEND

SYMBOLS MAY APPEAR ON THIS

SHEET AND MAY NOT BE UTILIZED

ON THIS PROJECT.

3. DO NOT SCALE DRAWINGS.

GENERAL SHEET NOTES

ABBREVIATIONS

655 Montgomery Street Suite 1010 San Francisco California 94111 USA

T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1

This Drawing shall not be used for Construction unless Signed and Sealed For Construction

GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

Check

Drafting

DateDrawnRevisionNo

Rev:

Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:27 February 2019 - 6:20 PM

N:\US\San Francisco\Projects\10809 City of West Sacramento\8410632 - Raley's Dock and Rice Mill Pier\06-CAD\Sheets\Raley's Dock\8410632 RALEYS G-002.dwg

ANSI D

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Carlos Martinez II

City Work Order Number

Sht of

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2015

CITY OF WEST SACRAMENTO

RALEY'S DOCK REPLACEMENT

MARCH 2019

100% DESIGN - ISSUED FOR REVIEW

70060

TH

E CITY OF

W E

ST SA CR A MEN

T

O

SURVEY CONTROL AND

CONSTRUCTION STAGING PLAN

C-101

PS CL

SD CSS

AS SHOWN

655 Montgomery Street Suite 1010 San Francisco California 94111 USA

T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1

This Drawing shall not be used for Construction unless Signed and Sealed For Construction

GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

Check

Drafting

DateDrawnRevisionNo

Rev:

Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:27 February 2019 - 6:21 PM

N:\US\San Francisco\Projects\10809 City of West Sacramento\8410632 - Raley's Dock and Rice Mill Pier\06-CAD\Sheets\Raley's Dock\8410632 RALEYS C-101.dwg

ANSI D

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Carlos Martinez II

City Work Order Number

Sht of

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2015

CITY OF WEST SACRAMENTO

RALEY'S DOCK REPLACEMENT

MARCH 2019

100% DESIGN - ISSUED FOR REVIEW

70060

TH

E CITY OF

W E

ST SA CR A MEN

T

O

PROJECT SITE

SURVEY CONTROL POINT NUMBERS (NORTHING, EASTING,

ELEVATION, DESCRIPTION):

1 1972071.81 6700374.63 33.13 FX-NW

2 1971992.66 6700575.10 33.68 FND BM

3 1971969.55 6700574.26 34.02 FND BD LS 7944

4 1971936.96 6700544.53 34.11 FND BD LS 7944

5 1971589.85 6700228.37 33.41 FND BD LS 7944

6 1971437.61 6700513.47 39.52 FLT PHOTO ID SET PK

7 1970847.55 6699931.53 37.67 FLT-SE CG

9 1971085.41 6700077.36 35.94 FND FLTX

10 1971236.92 6699658.65 26.90 FLT X-SW-CG

11 1971237.09 6699907.04 30.95 FND BD LS7944

13 1974239.33 6701939.84 38.87 FND FLT X-MAG

14 1974308.06 6702028.52 38.20 FND ANDREGG

15 1974391.99 6702030.43 38.49 FND BD-FA2

16 1974392.00 6702030.45 39.28 FND BD-FA2-RIM

17 1974961.17 6702226.50 25.04 "AP L""RIVERWALK"""

18 1974989.60 6701912.98 24.09 AP WS N+W

19 1975020.44 6701899.09 23.79 FN MON WATERFRONT INTX

20 1974290.43 6701440.06 26.80 SET CG-FLTX

SURVEY CONTROL NOTES

N

SURVEY CONTROL PLAN

0 600'300'

1"=300'

LEGEND

PROPERTY AND EASEMENT LINES

CONSTRUCTION STAGING NOTES

PROJECT ACCESS ROUTE

1. NOTIFY CITY OF WEST SACRAMENTO PRIOR TO COMMENCEMENT OF

WORK.

2. PROJECT WORK HOURS: 7:00 AM TO 7:00 PM MONDAY THROUGH FRIDAY.

3. THE IN-WATER WORK WINDOW FOR THIS PROJECT INCLUDING WORK ON

THE LEVEE IS RESTRICTED FROM AUGUST 1ST THROUGH OCTOBER 31ST.

4. THE DURATION FOR THIS PROJECT, ONCE STARTED, IS RESTRICTED TO

_______ CONTINUOUS CALENDAR DAYS.

5. ANY CONSTRUCTION VEHICLE UTILIZING THE PROJECT ACCESS ROUTE

SHALL NOT EXCEED HS-20 LOADING.

6. CONSTRUCTION STAGING AREA IS LIMITED TO THE PROJECT SITE AS

SHOWN ON THIS SHEET. COORDINATE WITH THE CITY OF WEST

SACRAMENTO FOR ESTABLISHING NECESSARY SITE ACCESS, INGRESS

AND EGRESS ROUTES, AND CONSTRUCTION STAGING AREA.

7. SHOULD THE PROJECT REQUIRE COMPLETE OR PARTIAL PUBLIC STREET

CLOSURE OR VEHICLE TRAFFIC DISRUPTION, THE CONTRACTOR SHALL

SUBMIT TO THE CITY OF WEST SACRAMENTO A COMPREHENSIVE TRAFFIC

CONTROL PLAN FOR APPROVAL PRIOR TO WORK.

8. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES,

FLAGMEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC

SAFETY DURING THE CONSTRUCTION PERIOD.

9. CONTRACTOR SHALL PROVIDE AND MAINTAIN PUBLIC ACCESS TO THE

ADJACENT WATERFRONT WALKWAY FOR THE DURATION OF THE

CONTRACT. IF NECESSARY, THE CONTRACTOR MAY PROVIDE AND

MAINTAIN AN ALTERNATE 8 FOOT WIDE ADA COMPLIANT PEDESTRIAN

WALKWAY THAT TRANSITIONS AROUND THE PROJECT SITE AND BACK TO

THE WATERFRONT WALKWAY.

10. CONTRACTOR PROJECT ACCESS ROUTE TO LANDSIDE PROJECT SITE IS

AS SHOWN ON CONSTRUCTION STAGING PLAN 2/C-101 AND SITE PLAN

1/C-102.

11. CONTRACTOR SHALL USE THE CITY OF WEST SACRAMENTO PUBLIC BOAT

RAMP AND LAUNCH FACILITIES (NOT SHOWN) LOCATED 0.7 MILES

UP-RIVER FROM THE PROJECT SITE FOR WATERSIDE WORK.

PROJECT ACCESS ROUTE

30' x100'

CONSTRUCTION

STAGING AREA

E

S

T

R

E

E

T

R

D

S

R

E

E

T

N

CONSTRUCTION STAGING PLAN

0 200'100'

1"=100'

S

A

C

R

A

M

E

N

I

V

E

R

S

A

C

R

A

M

E

N

V

E

R

NEW DEBRIS

DEFLECTOR

BOOM

NEW FLOATING DOCK

NEW

ELEVATED

GANGWAY

NEW

ACCESS

RAMP

NEW

PIVOTING

GANGWAY

TO PUBLIC BOAT RAMP

APPROXIMATE 0.7 MILES

UP-RIVER

PROJECT

ACCESS

ROUTE

1. AERIAL TOPOGRAPHIC SURVEY PREPARED BY MORROW SURVEYING,

INC.1255 STARBOARD DRIVE, WEST SACRAMENTO, CA 95691-3460

2. DATE ORIGINAL TOPOGRAPHIC SURVEY PERFORMED JUNE 27, 2013.

3. BATHYMETRY SURVEY DATA PREPARED BY CBEC INC.

4. DATE ORIGINAL BATHYMETRIC SURVEY PERFORMED JULY 23, 2013.

5. HORIZONTAL DATUM NAD83, ZONE 2.

6. VERTICAL DATUM IS NAVD 88 (GEOID 03) BASED ON GPS ELEVATIONS USING

THE C.S.D.S. VIRTUAL SURVEY NETWORK.

7. BASIS OF BEARINGS & ELEVATIONS: THE CENTERLINE OF RIVER FRONT

STREET PER UNRECORDED RECORD OF SURVEY (6) BY WOOD RODGERS

AND WAS ESTABLISHED FROM FOUND MONUMENTS.

8. ALL DISTANCES ARE GROUND DISTANCES. UNITS IN U.S. SURVEY FEET AND

DECIMALS THEREOF.

(1) EXCLUSIVE PUBLIC ACCESS EASEMENT - DOC. 2010-25462

(C.T.A.)

(2) CERTIFICATE OF COMPLIANCE - DOC. 2009-39661 (C.E.C.)

(3) SUBDIVISION MAP NO. 4983 - NOT CURRENTLY RECORDED

(C.E.C.)

(4) REGIONAL R.O.W. - DOC. 2011-17198 (C.T.A.)

(5) RECORD OF SURVEY - 2009 MAPS 61(M.H.M.)

(6) RECORD OF SURVEY - NOT CURRENTLY RECORDED (WOOD

RODGERS)

RIGHT-OF-WAY

CENTERLINE

(7) EXCLUSIVE PUBLIC ACCESS EASEMENT DOC. 2011-6432

(C.T.A.)

(8) PARCEL ONE PER PLACER TITLE CO. REPORT NO. 306-8092

DATED: JUNE 3, 2013

(9) INFORMATION FROM PAST MORROW SURVEYING

PROJECTS****WITHOUT THE BENEFIT OF A TITLE REPORT FOR

THE AREA(S) MORROW SURVEYING IS UNABLE TO VERIFY THAT

THIS INFORMATION STILL APPLIES. INFORMATION SHOULD BE

USED FOR REFERENCE ONLY.

NEW BERTHING DOCK

ENVIRONMENTAL NOTES

1. PER CDFW'S 1602, MUST NOTIFY CDFW AT LEAST 48 HOURS PRIOR TO THE

INITIATION AND FOLLOWING COMPLETION OF WORK.

2. FENCING: BEFORE THE ONSET OF CONSTRUCTION ACTIVITIES, HIGH

VISIBILITY ORANGE CONSTRUCTION FENCING WILL BE INSTALLED ALONG

THE PERIMETER OF ENVIRONMENTALLY SENSITIVE AREAS UNDER THE

SUPERVISION OF THE QUALIFIED BIOLOGIST. FENCING WILL BE INSTALLED

ALONG THE LIMITS OF CONSTRUCTION IN RIPARIAN HABITAT. THE

CONTRACTOR WILL MAINTAIN THE ESA FENCING FOR THE DURATION OF

THE PROJECT AND REMOVE IT WHEN THE PROJECT IS COMPLETE.

3. VEGETATION DISTURBANCE. RIPARIAN VEGETATION INCLUDING TREES

SHALL NOT BE TRIMMED OR REMOVED DURING PROJECT ACTIVITIES.

SHOULD RIPARIAN VEGETATION DISTURBANCE BE REQUIRED, CDFW MUST

BE NOTIFIED AT THE CONTACT INFORMATION BELOW PRIOR TO ANY

WORK.

4. IF WORK IS TO BE CONDUCTED DURING THE SWAINSON'S HAWK NESTING

SEASON (MARCH 1 - JULY 31), A FOCUSED SURVEY FOR ACTIVE

SWAINSON'S HAWK NESTS SHALL BE CONDUCTED BY A QUALIFIED

BIOLOGIST WITHIN 15 DAYS PRIOR TO THE BEGINNING OF PROJECT

RELATED ACTIVITIES. SUBMIT RESULTS OF THE SURVEY TO CDFW PRIOR

TO CONSTRUCTION.

5. CONDUCT PRE-CONSTRUCTION CLEARANCE SURVEYS 14 DAYS PRIOR TO

ONSET OF CONSTRUCTION. THE RESULTS OF ALL BIOLOGICAL SURVEYS

SHALL BE SUBMITTED TO CDFW'S JEANETTE GRIFFIN WITHIN FIVE

BUSINESS DAYS OF SURVEY COMPLETION.

6. CONDUCT A WESTERN POND TURTLE PRE-CONSTRUCTION SURVEY

WITHIN 48 HOURS PRIOR TO CONSTRUCTION. MOVE ANY TURTLES FOUND

TO SUITABLE HABITAT AND NOTIFY CDFW OF RESULTS OF THE SURVEY.

7. AT LEAST SEVEN(7) DAYS PRIOR TO CONSTRUCTION, THE CITY MUST

SUBMIT A COMMENCEMENT OF CONSTRUCTION REPORT TO THE

CVRWQCB.

9A

9B

10B

10A

7A

7B

5B

5A

4A

4B

1A

1B

11A

11B

12A

12B

17 18

60.00'

SITE PLAN

C-102

PS CL

SD CSS

AS SHOWN

N

SITE PLAN

0 60'30'

1"=30'

655 Montgomery Street Suite 1010 San Francisco California 94111 USA

T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1

This Drawing shall not be used for Construction unless Signed and Sealed For Construction

GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

Check

Drafting

DateDrawnRevisionNo

Rev:

Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:27 February 2019 - 6:35 PM

N:\US\San Francisco\Projects\10809 City of West Sacramento\8410632 - Raley's Dock and Rice Mill Pier\06-CAD\Sheets\Raley's Dock\8410632 RALEYS C-102.dwg

ANSI D

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Carlos Martinez II

City Work Order Number

Sht of

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written

DXWKRUL]DWLRQ� � *HD IQF� 2015

CITY OF WEST SACRAMENTO

RALEY'S DOCK REPLACEMENT

MARCH 2019

100% DESIGN - ISSUED FOR REVIEW

70060

TH

E CITY OF

W E

ST SA CR A MEN

T

O

CONSTRUCTION STAGING AREA 30' x 100'

SEE SHEET C-101 FOR COMPLETE ACCESS ROUTE

EXISTING RALEY'S LANDING PORTAL

NEW ACCESS RAMP

SEE SHEET S-113

NEW ACCESS RAMP

SEE SHEET S-113

NEW LANDING & SECURITY GATE

SEE SHEET S-113

EXISTING RETAINING WALL TO REMAIN

EXISTING CONCRETE WALK TO REMAIN

EXISTING CONCRETE WALK

NEW 24' x 58' BERTHING DOCK

SEE SHEET S-111

RAISE TOP OF EXISTING PLUMB & BATTER

PILE AT BERTHING DOCK, SEE

STRUCTURAL SHEETS

NEW 372' x 8' FLOATING DOCK (CONCRETE FLOATS)

SEE SHEET S-111

WATER LINE (AT DATE OF SURVEY)

NEW 80' x 5' ALUMINUM PIVOTING GANGWAY

SEE SHEET S-112

NEW GANGWAY SUPPORT PLUMB AND BATTER PILES

SEE SHEET S-112

EXISTING GANGWAY SUPPORT AND BRACING PILES TO BE REMOVED

NEW 80' x 5' ALUMINUM ELEVATED GANGWAY

(VARYING SLOPE, 1V:12H MAX.) SEE SHEET S-112

RAISE TOP OF

EXISTING PLUMB &

BATTER PILE AT

BERTHING DOCK, SEE

STRUCTURAL SHEETS

RAISE TOP OF EXISTING PLUMB &

BATTER PILE AT FLOATING DOCK,

SEE STRUCTURAL SHEETS

RALEY'S DOCK LEASE PARCEL LINE

RALEY'S DOCK LEASE PARCEL LINE

PROPERTY LINE

RALEY'S DOCK LEASE PARCEL LINE

ROW LINE

EASEMENT LINE

DIRECTION OF FLOW

SACRAMENTO RIVER

EXISTING GANGWAY SUPPORT AND BRACING PILES TO BE REMOVED

SHEET GENERAL NOTES

1. PROTECT EXISTING STRUCTURES AND UTILITIES PRIOR TO

COMMENCEMENT OF WORK, AND THROUGHOUT WORK ON THE PROJECT.

2. CONTRACTOR WILL BE RESPONSIBLE TO REPLACE ANY LANDSCAPING

AND OTHER FEATURES IN-KIND THAT ARE REMOVED, ALTERED OR

OTHERWISE DAMAGED DURING CONSTRUCTION.

3. CONTRACTOR SHALL VERIFY WITH THE CITY THE MAXIMUM ALLOWABLE

VEHICLE SIZE AND WEIGHT PRIOR TO UTILIZING THE EXISTING PATHS

IDENTIFIED FOR USE AS THE PROJECT ACCESS ROUTE.

4. RAISE TOP OF EXISTING TO PILES TO REMAIN, REPLACED PILES, AND

NEW PILES TO ELEVATION +41.5' (NAVD 88).

DIRECTION OF FLOW

NEW DEBRIS DEFECTOR BOOM FLOATS

SEE SHEET S-520

NEW 20"Ø STEEL PIPE PILE (TYPICAL 12 PLACES)

NEW 24"Ø HDPE PIPE (TYPICAL 6 PLACES)

EXISTING PILES TO BE REMOVED

EXISTING PILES TO BE REMOVED

RALEY'S DOCK LEASE PARCEL LINE

GANGWAY FLOAT POD

GANGWAY FLOAT POD

NEW GANGWAY SUPPORT PLUMB PILES

SEE SHEET S-112

TO E STREET

TO PUBLIC BOAT RAMP

SEE SHEET C-101

PROJECT ACCESS ROUTE

PROJECT ACCESS ROUTE

1A 1B

4B

4A

5B

5A6 7A

7B

9A

9B

11A

11B

10B

10A

12A

12B

GANGWAY FLOAT POD

114A

114B

114C

115A

115B

STEEL IN SECTION

CONCRETE IN SECTION

GROUT IN SECTION

EARTH IN SECTION

VOID FORM IN SECTION

CMU IN PLAN

CMU IN SECTION

FOOTING

SLAB CONSTRUCTION JOINT

SLAB CONTROL JOINT

STRUCTURAL ABBREVIATIONS

* "VAR" INDICATES THAT DETAIL IS REFERENCED FROM MULTIPLE DWGS

A

S-101

S-501

DETAIL

S-501

A

S-101

SECTION

SECTION INDICATOR

SHEET NUMBER ON WHICH

SECTION WAS TAKEN

SECTION LETTER

SHEET NUMBER ON WHICH

SECTION APPEARS

DETAIL NUMBER

SHEET NUMBER ON WHICH

DETAIL WAS TAKEN *

DETAIL NUMBER

SHEET NUMBER ON WHICH

DETAIL APPEARS

SECTION IDENTIFICATION

DETAIL IDENTIFICATION

STRUCTURAL LEGEND

ANNOTATION SYMBOLS

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABV ABOVE

AC AGGREGATE COURSE

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

ARCH ARCHITECT/ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

B BOTTOM

B/ BOTTOM OF

BB BOTTOM BARS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BN BOUNDARY NAIL

BO BOND

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C CHANNEL

C/C CENTER TO CENTER

CANT CANTILEVER

CAP CAPACITY

CBC CALIFORNIA BUILDING CODE

CF CUBIC FEET

CHKD CHECKED

CI CONTRACTOR INSTALLED

CJ CONTRACTION/CONTROL JOINT

CL/C CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CTR/CTR'D CENTER/CENTERED

d PENNY (NAIL SIZE)

DBL DOUBLE

DEG DEGREES

DET DETAIL

DF DOUGLAS FIR

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISCONT DISCONTINUE

DL DEAD LOAD

DN DOWN

DO DITTO

DP DEEP

DWG DRAWING

DWL DOWEL

(E) EXISTING

EA EACH

EF EACH FACE

EG FOR EXAMPLE

EL/ELEV ELEVATION

EMBED EMBEDMENT

EN EDGE NAIL

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ETC ET CETERA

EW EACH WAY

EWEF EACH WAY EACH FACE

(E)/EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FF FINISHED FLOOR

FG FINISHED GRADE

FH FULL HEIGHT

FIN FINISH

FL FLOOR

FLG FLANGE

FN FACE NAIL

FND FOUNDATION

FO FACE OF

FOM FACE OF MASONRY

FOW FACE OF WALL

FRMG FRAMING

FS FAR SIDE

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GF GOVERNMENT FURNISHED

GR GRADE

GRT GROUT

GSN GENERAL STRUCTURAL NOTES

GYP GYPSUM

HAS HEADED ANCHOR STUDS

HD HAND

HEF HORIZONTAL EACH FACE

HIF HORIZONTAL INSIDE FACE

HK HOOK

HM HOLLOW METAL

HOF HORIZONTAL OUTSIDE FACE

HORIZ HORIZONTAL

HP HIGH POINT

HSS TUBE STEEL

HT HEIGHT

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IE THAT IS

INFO INFORMATION

INT INTERIOR

INTERMED INTERMEDIATE

INTERSECT INTERSECTION

INV INVERT

JST JOIST

JT JOINT

L ANGLE

LBS POUNDS

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONGIT/LONGL LONGITUDINAL

LP LOW POINT

LT LEFT

LWR LOWER

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MAX MAXIMUM

MB MACHINE BOLT

MC CHANNEL

MCJT MASONRY CONTROL JOINT

MECH MECHANICAL

MFR MANUFACTURER

MHHW MEAN HIGHER HIGH WATER

MI MALLEABLE IRON

MIN MINIMUM

MISC MISCELLANEOUS

MLLW MEAN LOWER LOW WATER

MNTG MOUNTING

MO MASONRY OPENING

MOD MODIFIED

MTL METAL

(N) NEW

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPG OPENING

OPP OPPOSITE

PEB PRE ENGINEERED BUILDING

PEMB PRE ENGINEERED METAL BLDG

PL/P PLATE

PLCS PLACES

PLYWD PLYWOOD

PNL PANEL

PREFAB PREFABRICATED

PT POINT, PRESSURE TREATED

PVMT PAVEMENT

QTY QUANTITY

R/RAD RADIUS

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

RF ROOF

RM ROOM

SCHED/SCH SCHEDULE

SEC SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SP SPACE/SPACES

SPCG SPACING

SPEC SPECIFICATIONS

SST STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SYM SYMMETRICAL

T TOP

T/ TOP OF

T&B TOP AND BOTTOM

TB TOP OF BAR

THK THICK

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

UHMW ULTRA HIGH MOLECULAR WEIGHT

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UPR UPPER

UT ULTRASONIC TESTING

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERTICAL INSIDE FACE

VOF VERTICAL OUTSIDE FACE

W/ WITH

W OR WF WIDE FLANGE (BEAM)

WGT WEIGHT

W/O WITHOUT

WP WORK POINT

WS WATERSTOP

WT TEE

& AND

@ AT

° DEGREE

Ø DIAMETER

' FEET

" INCHES

# NUMBER

± PLUS OR MINUS

L

1. ABBREVIATIONS ON THIS SHEET APPLY ONLY TO THE STRUCTURAL DRAWINGS, REFER TO

OTHER DISCIPLINES FOR APPLICABLE SYMBOLS NOT PROVIDED HERE.

2. THIS IS A STANDARD ABBREVIATION AND LEGEND SHEET, THEREFORE, SOME

ABBREVIATIONS AND LEGEND SYMBOLS MAY APPEAR ON THIS SHEET AND MAY NOT BE

UTILIZED ON THIS PROJECT.

3. DO NOT SCALE DRAWINGS.

GENERAL SHEET NOTES

GENERAL STRUCTURAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH OWNER'S AUTHORIZED

REPRESENTATIVE, SITE SUPERINTENDENT, APPROPRIATE AGENCIES AND CONSTRUCTION

DOCUMENTATION FOR THE LOCATIONS OF ALL UNDERGROUND UTILITIES, PIPES AND

STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED

DUE TO DAMAGE OF UTILITIES.

2. CONTRACTOR IS RESPONSIBLE TO CONFIRM ALL EXISTING CONDITIONS OF THE SITE AND

SHOULD CONFIRM SURVEY INFORMATION BEFORE COMMENCING WORK.

3. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT

IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE

DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS

SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED

REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL

NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS

REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS.

5. WRITTEN SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTATION PACKAGE.

CONTRACTOR IS RESPONSIBLE FOR BEING FAMILIAR WITH WRITTEN SPECIFICATIONS AND THE

DRAWING PACKAGE. CONTRACTOR IS RESPONSIBLE FOR BRINGING TO OWNER'S

AUTHORIZED REPRESENTATIVE'S ATTENTION ANY DISCREPANCIES OR CONFLICTS THAT

MIGHT EXIST IN THE DOCUMENTS FOR CLARIFICATION BEFORE PROCEEDING WITH WORK.

CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY COSTS, CONSTRUCTION DELAYS,

OR REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.

6. CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND UNSUITABLE MATERIAL

GENERATED BY THE CONTRACTOR'S OPERATIONS. CONSTRUCTION SITE SHALL BE

MAINTAINED AT ALL TIMES SO THAT NO OBSTRUCTION, CONSTRUCTION EQUIPMENT OR

CONSTRUCTION PROCESS CAUSES POTENTIAL HARM OR DANGER TO PUBLIC OR

CONSTRUCTION SITE WORKERS. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR

NEGLIGENCE.

7. CONTRACTOR IS RESPONSIBLE TO CONFIRM LOCATIONS FOR ALL EXISTING UTILITIES AND

GRADES BEFORE COMMENCING WORK.

LEGEND AND ABBREVIATIONS, GENERAL NOTES

S-001

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SD CSS

NONE

GOVERNING CODES

ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE LOCAL CODES &

ORDINANCES INCLUDING, BUT NOT LIMITED TO:

2016 CALIFORNIA BUILDING CODE (CBC 2016)

2015 INTERNATIONAL BUILDING CODE (IBC 2015)

655 Montgomery Street Suite 1010 San Francisco California 94111 USA

T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1

This Drawing shall not be used for Construction unless Signed and Sealed For Construction

GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

Check

Drafting

DateDrawnRevisionNo

Rev:

Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:27 February 2019 - 6:21 PM

N:\US\San Francisco\Projects\10809 City of West Sacramento\8410632 - Raley's Dock and Rice Mill Pier\06-CAD\Sheets\Raley's Dock\8410632 RALEYS S-001.dwg

ANSI D

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Carlos Martinez II

City Work Order Number

Sht of

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2015

CITY OF WEST SACRAMENTO

RALEY'S DOCK REPLACEMENT

MARCH 2019

100% DESIGN - ISSUED FOR REVIEW

70060

TH

E CITY OF

W E

ST SA CR A MEN

T

STRUCTURAL GENERAL NOTES

STRUCTURAL GENERAL NOTES

S-002

PS CL

SD CSS

AS SHOWN

655 Montgomery Street Suite 1010 San Francisco California 94111 USA

T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1

This Drawing shall not be used for Construction unless Signed and Sealed For Construction

GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

Check

Drafting

DateDrawnRevisionNo

Rev:

Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:27 February 2019 - 6:21 PM

N:\US\San Francisco\Projects\10809 City of West Sacramento\8410632 - Raley's Dock and Rice Mill Pier\06-CAD\Sheets\Raley's Dock\8410632 RALEYS S-002.dwg

ANSI D

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Carlos Martinez II

City Work Order Number

Sht of

Reuse of Documents

This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD Inc. and shall not be reused in whole or in part for any other project without GHD Inc.'s written authorization. © GHD Inc. 2015

CITY OF WEST SACRAMENTO

RALEY'S DOCK REPLACEMENT

MARCH 2019

100% DESIGN - ISSUED FOR REVIEW

70060

TH

E CITY OF

W E

ST SA CR A MEN

T

O

1. DESIGN CRITERIA:

ALL STRUCTURES SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING DESIGN CODES

AND STANDARDS:

CALIFORNIA BUILDING CODE, 2016.

AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES," ASCE/SEI 7-10, 2010.

STRUCTURES SHALL BE DESIGNED ACCORDING TO THE FOLLOWING DESIGN CRITERIA:

LIVE LOADS

400 LB CONCENTRATED LOAD ON ANY 1 SF AREA (FLOATING DOCK)

25 PSF UNIFORM LIVE LOAD (FLOATING DOCK)

100 PSF UNIFORM LIVE LOAD

THE PRIMARY GLOBAL LOADS USED FOR DESIGN OF THE MARINE STRUCTURES SHALL

CONSIST OF RATIONAL COMBINATIONS OF WIND, CURRENT, AND WAVES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGAGING A QUALIFIED PROFESSIONAL

ENGINEER, REGISTERED IN THE STATE OF CALIFORNIA, TO PERFORM HYDRODYNAMIC ANALYSIS

TO COMPUTE THE ENVIRONMENTAL GLOBAL LOADS AND MOTION BEHAVIOR.

WIND LOADS

EXPOSURE D

110 MPH MAXIMUM WIND VELOCITY

SEISMIC DESIGN DATA

SITE CLASS: D (POTENTIALLY LIQUEFIABLE MATERIALS)

SEISMIC IMPORTANCE FACTOR: 1.00

MAPPED SPECTRAL RESPONSE (MCE):

SS = 0.676G

S1 = 0.294G

2. GENERAL

UNLESS NOTED OTHERWISE, REFER TO DRAWINGS OTHER THAN STRUCTURAL FOR FINISHES,

SLOPES, DEPRESSIONS, OPENINGS, CURBS, STAIRS, RAMPS, TRENCHES, EQUIPMENT AND

LOCATIONS AND EXTENT OF SUCH CONDITIONS.

ALL DIMENSIONS SHOWN ARE CONCEPTUAL IN NATURE AND SHALL COMPLY WITH DEPARTMENT

OF BOATING AND WATERWAYS GUIDELINES (JULY 2005). THE CONTRACTOR MAY SUGGEST

CHANGES AS REQUIRED TO FIT THE SYSTEM BEING USED WITHIN THE LIMITS OF DEPARTMENT OF

BOATING AND WATERWAYS GUIDELINES. HOWEVER, ALL DIMENSIONAL CHANGES MUST BE

APPROVED BY THE CITY'S ENGINEER PRIOR TO SHOP PLAN SUBMITTAL.

INSTALLATION OF ALL NEW IN-WATER STRUCTURES SHALL BE IN ACCORDANCE WITH ALL

ENVIRONMENTAL PERMIT CONDITIONS. CONTRACTOR SHALL SUBMIT PILE DRIVING PROCEDURES

AND PROTECTION PLAN TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING IN-WATER

WORK. CONTRACTOR SHALL SUBMIT COMPLIANCE PLAN FOR MITIGATION MEASURE(S) ABOVE

PRIOR TO PILE DRIVING.

3. CONCRETE

CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF SPECIFICATIONS SECTION 03 30 00

- CONCRETE.

ALL CONCRETE SHALL BE NORMAL WEIGHT, WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH

OF:

· PRECAST CONCRETE: 5000 PSI

· ALL OTHER STRUCTURAL CONCRETE: 4000 PSI

CONCRETE REINFORCING COVER SHALL BE AS FOLLOWS:

· PILE CAPS: 3 INCHES

· FOOTINGS AND SLABS CAST AGAINST OR EXPOSED TO EARTH: 3 INCHES

* CONCRETE EXPOSED TO WEATHER: 2 INCHES

ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM DIMENSIONS. CONTRACTOR SHALL REVIEW

FORMING, REINFORCING DETAILS AND ANY EMBEDDED ITEMS AND DETERMINE THE PLACEMENT

REQUIREMENTS AND CLEARANCES PRIOR TO FABRICATION OF ANY REINFORCING.

4. REINFORCING STEEL:

ALL CONCRETE REINFORCING SHALL BE:

ASTM A 615, GRADE 60

ASTM A 706, GRADE 60

NO WELDING OF ANY REINFORCING SHALL BE PERMITTED WITHOUT PROJECT ENGINEER'S

PRIOR APPROVAL. WELDED REINFORCING SHALL CONFORM TO ASTM A 706, GRADE 60.

5. LUMBER:

ALL LUMBER SHALL BE PRESSURE TREATED (PT) PER PROJECT SPECIFICATIONS - 06 13 00.

ALL MEMBERS ARE TO BE DOUGLAS FIR LARCH, S4S, WITH A MINIMUM ALLOWABLE FLEXURAL

STRESS RATING OF 1300 PSI.

GRADING REQUIREMENTS ARE AS FOLLOWS:

3X DECKING: #1, KDAT-19

2X WALES: #1, KDAT-19

ALL DECKING SCREWS SHALL BE COUNTERSUNK IN DECKING.

ALL CONNECTOR BOLTS SHALL BE HOT-DIP GALVANIZED AND CONFORM TO ASTM F155A, GRADE

36.

BOLT SPACING, EDGE AND END DISTANCES IN WOOD MEMBERS SHALL CONFORM WITH CBC

REQUIREMENTS.

ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH STANDARD CUT STEEL WASHERS UNDER

HEADS AND NUTS BEARING ON WOOD.

ALL BOLTS OR STEEL HARDWARE EXPOSED TO MOISTURE SHALL BE HOT-DIP GALVANIZED.

ALL NAILS AND FASTENERS DRIVEN INTO PRESSURE-TREATED LUMBER SHALL BE HOT-DIP

GALVANIZED.

DECKING SCREWS SHALL BE A316 STAINLESS STEEL

BRUSH CUT TREATED LUMBER SURFACES WITH COPPER NAPHTHENATE PRIOR TO INSTALLATION.

6. STRUCTURAL STEEL

HOT-DIP GALVANIZE ALL STEEL ELEMENTS AFTER FABRICATION AND WELDING UNLESS

OTHERWISE NOTED.

ALL EXPOSED NON-GALVANIZED STEEL SURFACES AND FASTENERS SHALL BE COATED PER

SPECIFICATIONS UNLESS OTHERWISE NOTED.

NEW PILE STEEL SHALL BE:

18-INCH NOMINAL DIAMETER AND GREATER - FY = 42 KSI MINIMUM

LESS THAN 18-INCH NOMINAL DIAMETER - FY = 35 KSI MINIMUM

7. RIVER DESIGN DATA

MAXIMUM WATER LEVEL: +34.0 FEET (NAVD88)

MINIMUM WATER LEVEL: -3.0 FEET (NAVD88)

RIVER OPERATING CONDITION:

MAXIMUM WATER LEVEL: +26.0 FEET (NAVD88)

MAXIMUM RIVER WIDTH AT PROJECT SITE = 450 FEET

MAXIMUM FLOW = 90,000 CUBIC FEET PER SECOND

MAXIMUM CURRENT SPEED = 6.0 FEET PER SECOND

RIVER EXTREME (100-YEAR) CONDITION:

MAXIMUM WATER LEVEL: +34.0 FEET (NAVD88)

MAXIMUM RIVER WIDTH AT PROJECT SITE = 450 FEET

MAXIMUM FLOW = 110,000 CUBIC FEET PER SECOND

MAXIMUM CURRENT SPEED = 6.0 FEET PER SECOND

RIVER LEVEE HEIGHT LIMITING CONDITION:

MAXIMUM WATER LEVEL = +39.0 FEET (WEST SHORE LEVEE ELEVATION).

MAXIMUM RIVER WIDTH AT PROJECT SITE = 710 FEET

SPECIAL INSPECTIONS

STRUCTURAL 1

S-003

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SD CSS

NONE

CONTRACTOR STATEMENT OF RESPONSIBILITY

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OR

FABRICATION OF A SYSTEM OR COMPONENT DESIGNATED ABOVE AS PART

OF THE MAIN WIND FORCE OR MAIN SEISMIC FORCE RESISTING SYSTEMS

ABOVE MUST SUBMIT A STATEMENT OF RESPONSIBILITY PER 1706.

STATEMENT OF SPECIAL INSPECTIONS

SEISMIC DESIGN CATEGORY D

QUALITY ASSURANCE PLAN REQUIRED (NO)

SEISMIC SITE CLASS: D

DESCRIPTION OF SEISMIC-FORCE-RESISTING SYSTEM AND DESIGNATED

SEISMIC SYSTEMS SUBJECT TO SPECIAL INSPECTIONS AS PER SECTION

1705.3: CANTILEVERED COLUMN - INTERMEDIATE STEEL MOMENT FRAME

(G2)

THE EXTENT OF THE SEISMIC-FORCE-RESISTING SYSTEM IS DEFINED IN

MORE DETAIL IN THE CONSTRUCTION DOCUMENTS.

QUALITY ASSURANCE FOR SEISMIC RESISTANCE

THE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION AND TESTING

ACTIVITIES ARE SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL. THE CREDENTIALS

OF ALL INSPECTORS AND TESTING TECHNICIANS SHALL BE PROVIDED IF REQUESTED.

KEY FOR MINIMUM QUALIFICATIONS OF INSPECTION AGENTS:

WHEN THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE DEEMS IT

APPROPRIATE THAT THE INDIVIDUAL PERFORMING A STIPULATED TEST OR INSPECTION

HAVE A SPECIFIC CERTIFICATION OR LICENSE AS INDICATED BELOW, SUCH DESIGNATION

SHALL APPEAR BELOW THE AGENCY NUMBER ON THE SCHEDULE.

PE/SE STRUCTURAL ENGINEER - A LICENSED SE OR PE SPECIALIZING IN THE

DESIGN OF BUILDING STRUCTURES

PE/GE GEOTECHNICAL ENGINEER - A LICENSED GE OR PE SPECIALIZING IN

SOIL MECHANICS AND FOUNDATIONS

EIT ENGINEER-IN-TRAINING - A GRADUATE ENGINEER WHO HAS PASSED

THE FUNDAMENTALS OF ENGINEERING EXAMINATION

AMERICAN CONCRETE INSTITUTE (ACI) CERTIFICATION

ACI-CFTT CONCRETE FIELD TESTING TECHNICIAN - GRADE 1

ACI-CCI CONCRETE CONSTRUCTION INSPECTOR

ACI-LTT LABORATORY TESTING TECHNICIAN - GRADE 1&2

ACI-STT STRENGTH TESTING TECHNICIAN

AMERICAN WELDING SOCIETY (AWS) CERTIFICATION

AWS-CWI CERTIFIED WELDING INSPECTOR

AWS/AISC-SSI CERTIFIED STRUCTURAL STEEL INSPECTOR

INTERNATIONAL CODE COUNCIL (ICC) CERTIFICATION

ICC-SMSI STRUCTURAL MASONRY SPECIAL INSPECTOR

ICC-SWSI STRUCTURAL STEEL AND WELDING SPECIAL INSPECTOR

ICC-SFSI SPRAY-APPLIED FIREPROOFING SPECIAL INSPECTOR

ICC-PCSI PRESTRESSED CONCRETE SPECIAL INSPECTOR

ICC-RCSI REINFORCED CONCRETE SPECIAL INSPECTOR

QUALIFICATIONS OF INSPECTORS AND TESTING TECHNICIANS

THIS STATEMENT OF SPECIAL INSPECTIONS / QUALITY ASSURANCE PLAN

INCLUDES THE FOLLOWING BUILDING SYSTEMS:

SOILS AND FOUNDATIONS WOOD CONSTRUCTION

CAST-IN-PLACE CONCRETE MECHANICAL & ELECTRICAL SYSTEMS

PRECAST CONCRETE ARCHITECTURAL SYSTEMS

MASONRY LEVEL 1 STRUCTURAL STEEL

MASONRY LEVEL 2 COLD-FORMED STEEL FRAMING

SPECIAL INSPECTION AGENCIES FIRM AND CONTACT INFO.

1. SPECIAL INSPECTION COORDINATOR TBD

2. INSPECTOR TBD

3. INSPECTOR TBD

4. TESTING AGENCY TBD

5. TESTING AGENCY…