PORT OF CAMAS - WASHOUGAL BREAKWATER ACCESS …

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Reuse of DocumentsThis document and the ideas and designs incorporatedherein, as an instrument of professional service, is theproperty of GHD and shall not be reused in whole or in partfor any other project without GHD's written authorization.© 2021 GHD

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ProjectManager

PORT OF CAMAS WASHOUGALBREAKWATER ACCESS IMPROVEMENT PROJECT

11200945

22

PRT 7/1/20219725 3rd Avenue NE, Suite 204Seattle, Washington 98115 USAT 1 971 925 3740 W www.ghd.com

GHD Inc.

NPT PRT

RMS CRL

1 ISSUE FOR BID NPT PRT 7/1/2021

PATR

ICK RENO TORTORA

STAT

E OF WASHINGTON

REG I STERED

PROFESS I ONA L ENG I N

EER

PORT OF CAMAS - WASHOUGALBREAKWATER ACCESS IMPROVEMENTS PROJECT

JULY 2021ISSUE FOR BID

AREA MAP LOCATION MAP

SHEET SHEET TITLE

T1.0 COVERSHEET

S0.1 NOTES AND ABBREVIATIONS

S0.2 STRUCTURAL SPECIAL INSPECTIONS

C1.1 EXISTGING CONDITIONS / DEMOLITION PLAN

S1.1 RAMP '2' AND '3' PLANS

S1.2 RAMP '1' AND GANGWAY PLANS

S2.1 RAMP '1' PLAN AND SECTIONS

S3.1 PLATFORM PLANS

S3.2 PLATFORM DETAILS

S3.3 ABUTMENT DETAILS

S4.1 RAMP BEARING AND TRANSITION PLATE DETAILS

COVERSHEET

T1.0 1AS SHOWN

PROJECTLOCATION

PROJECTLOCATION

Victoria

Vancouver BC

Bellingham

Burlington

Marble-mount

Everett

SEATTLESkykomish

Bremerton

Port Angeles

Tacoma

Mt Ranier

Olympia

Alberdeen

Astoria Kelso

PORTLAND TheDalles

Biggs Pendleton

Prosser

Yakima

Wenatchee

Pasco

Walla Walla

Ritzville

Lewiston

Colfax

SpokaneDavenport

CouleeDam

Chelan

Brewster

Winthrop

Omak

Colum

bia

IDAHO

ORE.

IDAHOColumbiaWASH.

ORE.

CANADAU.S.A.

B.C.WASH.

COLUMBIA RIVER

SR 14 SR 14

THE PORT OFCAMAS WASHOUGAL

S 2N

D ST

FRONTAGE ROAD

LEWIS AND CLARK HIGHWAY

WASHOUGAL

N

C STSE 8TH AVE

3RD

ST

6TH

ST

WASHOUGALWATERFRONT PARK

SHEET INDEX

C1.2 RAMP AND PLATFORM SITE PLAN, ENTRY GRADING PLAN AND ENTRY LAYOUT PLAN

C1.3

E1.1 ELECTRICAL SITE PLAN

C2.1 SITE DETAILS

E1.2 ELECTRICAL DETAIL

RAMP AND PLATFORM PROFILE

S2.2 RAMP '2' AND '3' PLAN AND SECTIONS

S2.3 GANGWAY PLAN AND SECTIONS

G1.1 NOTES, ABBREVIATIONS AND LEGEND

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C2.2 GUARDRAIL DETAILS7

U1.1 DOMESTIC WATER AND FIRE DEPARTMENT CONNECTION PLAN

U1.2 WATER DETAILS

SHEETNUMBER


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GHD Inc.

NPT PRT

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PATR

ICK RENO TORTORA

STAT

E OF WASHINGTON

REG I STERED


EER

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THECOMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE OWNER'SREPRESENTATIVE. CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMINGFAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING.

2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO EXISTINGSITE DEVELOPMENT, AND THAT GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTIONPROVIDE PROPER DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORTDISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE USFWS WAPATO LAKEWILDLIFE REFUGE STAFF. CONTRACTOR SHALL NOTIFY HATCHERY PERSONNEL MINIMUM 5WORKING DAYS PRIOR TO START OF CONSTRUCTION.

4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL HAVE AMINIMUM OF ONE (1) SET OF PERMIT APPROVED PLANS AND SPECIFICATIONS ON THE JOBSITE AT ALL TIMES.

5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL LEAVETHE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE AND IMPACTSCAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS GOOD OR BETTER"CONDITION.

6. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PROJECT PERMITS. OWNER ISRESPONSIBLE FOR OBTAINING AND PROVIDING COPIES OF ALL NECESSARY PROJECTPERMITS AND SHALL PROVIDE THEM TO CONTRACTOR.

ABBREVIATIONS GENERAL SITE NOTES

1. EXISTING SITE TOPOGRAPHY SHOWN ON THESE DRAWINGS HAS BEEN DEVELOPED BY KCDEVELOPMENT FOR THE WATER FRONT PARK PROJECT AND PROVIDED TO GHD FORREFERENCE OF THIS PROJECT, PROVIDED BY THE PORT OF CAMAS-WASHOUGAL.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS ANDESTABLISHING ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION.

2. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESSOTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL ROADS,STRUCTURES AND BRIDGES.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION.ADEQUATE SHORING BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE PROPERTEMPORARY INTEGRITY DURING ALL PHASES OF CONSTRUCTION.

4. COLUMBIA RIVER IS AN ACTIVE WATERWAY. CONTRACTOR IS RESPONSIBLE FORADDRESSING STREAM FLOWS AND DEWATERING OF WORK AREAS DURINGCONSTRUCTION.

5. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCINGCONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK ANDCOMPACTION OPERATIONS.

6. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANYMONUMENTS ARE DISTURBED OR DESTROYED DURING CONSTRUCTION, CONTRACTORSHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO RESTORE THEMONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARY SURVEYS ASREQUIRED BY STATE LAW.

7. NATIVE TOPSOIL THAT IS EXCAVATED SHALL BE SEGREGATED AND STOCKPILED ONSITEFOR REUSE DURING FINAL SURFACE RESTORATION AFTER ROUGH GRADING IS COMPLETE.

8. UNSUITABLE EXCAVATION MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF INA MANNER APPLICABLE WITH COUNTY GRADING REGULATIONS. CONTRACTOR ISRESPONSIBLE FOR PROPER DISPOSAL OF UNSUITABLE MATERIAL FROM SITE.

9. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE FORSTAKING WITH LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY OWNER FORCONFIRMATION TO DESIGN PRIOR TO CONSTRUCTION.

GENERAL GRADING NOTES

1. LOCATIONS OF EXISTING UTILITIES ARE PLOTTED FROM RECORD DRAWINGS ANDINTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELDVERIFICATION BY THE CONTRACTOR.

2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTINGCONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS SECTION ORANY OTHER SECTION.

3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERYOFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEYDO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR FITTING REQUIRED TOCOMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETEAND WORKING SYSTEM.

4. CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 48 HOURS PRIOR TO BEGINNING ANYUTILITY CONSTRUCTION FOR LOCATION MARK-UP OF ALL EXISTING. INFORM ENGINEERIMMEDIATELY IF LOCATE INDICATES THAT EXISTING UTILITIES ARE DIFFERENT THANSHOWN ON DRAWINGS.

5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, ANDSTRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION OF ALLABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION.

6. ALL BURIED LINES TO HAVE 3 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE.

GENERAL UTILITY NOTES

1. DEMOLITION REQUIREMENTS ARE SHOWN DIAGRAMMATICALLY ON THESE DRAWINGS.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING SCOPE OF DEMOLITION WORK FROMOWNER AND FOR EXAMINATION OF EXISTING SITE CONDITIONS. CONTRACTOR SHALLSUBMIT A DEMOLITION PLAN PRIOR TO CONSTRUCTION OUTLINING ITEMS TO BEREMOVED.

2. DURING CONSTRUCTION. UTILITY OUTAGES AND ACCESS CLOSURES REQUIRE A MINIMUMOF 24 HOURS NOTICE TO OWNER. A ONE TIME MAXIMUM CLOSURE OF 24 HOURS WILL BEALLOWED.

3. DEMOLITION OF EXISTING STRUCTURES AND INSTALLATION OF NEW IMPROVEMENTSSHALL OCCUR DURING THE IN WATER WORK PERIOD.

DEMOLITION NOTES

WATER SUPPLY

OVERHEAD ELECTRICALOHP

AB AGGREGATE BASEAC ASPHALTIC CONCRETEADA AMERICANS WITH DISABILITIES ACTBLDG BUILDINGBW BACK OF WALKCATV CABLE TELEVISIONCB CATCH BASINCDF CONTROL DENSITY FILLCL CLASSCLR CLEARCMU CONCRETE MASONRY UNITCO CLEANOUTCOL COLUMNCONC CONCRETECOR CITY OF RICHMONDDI DROP INLETDIA DIAMETERDWG DRAWINGDWY DRIVEWAYE EASTEX EXISTINGELEC ELECTRICEG EXISTING GRADEEJ EXPANSION JOINTEL ELEVATIONFF FINISHED FLOORFG FINISHED GRADEG GASGB GRADE BREAKHMA HOT MIX ASPHALTINV INVERTLAG LOWEST ADJACENT GRADEMAX MAXIMUMMH MANHOLEMIN MINIMUM, MINUTEN NORTH(N) NEWNTS NOT TO SCALEO.C. ON CENTEROHL OVERHEAD ELECTRICAL LINEPCC PORTLAND CEMENT CONCRETEPL PROPERTY LINE / POWER LINEPVC POLYVINYL CHLORIDER RADIUSRC RELATIVE COMPACTIONROW RIGHT-OF-WAYS SOUTHSAD SEE ARCHITECTURAL DRAWINGSSD STORM DRAINSS SANITARY SEWERSW SIDEWALKTC TOP OF CONCRETET TELEPHONETFC TOP FACE OF CURBTG TOP OF GRATETOE TOE OF FEATURETOR TOP OF RAMPTOW TOP OF WALLTYP TYPICALTW TOP OF WALLVAR VARIESW WATER / WESTWV WATER VALVE

NOTE:SOME ABBREVIATIONS MAY BE USED IN COMBINATION.

FIRE WATER SUPPLY

GRATING

EXISTING NEW

CONCRETE

LEGEND

OHP

W W W W

FW FW

CONTOURS### ###

FENCE

PLATFORM GUARDRAIL

UTILITY POLE

SPOT ELEVATION ###

ABBREVIATION, LEGEND AND NOTES

G1.1 2AS SHOWN

PROTERTY LINE

1. THE EROSION CONTROL PLAN SHALL BE DEVELOPED BY THE CONTRACTOR ANDSUBMITTED THE ENGINEER OF RECORD, CITY OF WASHOUGAL, AND THE STATE OFWASHINGTON DEPARTMENT OF ECOLGY FOR REVIEW AND APPROVAL PRIOR TOCOMMENCING WORK. THE PERMIT IS TO BE ISSUED BY THE AGENCIES PRIOR TOCOMMENCING WORK.

2. ALL EROSION, SEDIMENT, AND POLLUTION CONTROL PLAN (ESPCP) MEASURES SHALLBE INSTALLED AS PER THE DETAIL DRAWINGS IN THE CITY OF WASHOUGAL AND THEWASHINGTON STATE DEPARTMENT OF ECOLOGY EROSION CONTROL MANUAL.

3. TEMPORARY ESPCP MEASURES SHALL BE INSTALLED, INSPECTED, AND APPROVEDBY A CITY INSPECTOR BEFORE STARTING GROUND DISTURBING ACTIVITIES.

4. ESPCP MEASURES SHALL NOT BE REMOVED UNTIL PERMANENT LANDSCAPING HASBEEN INSTALLED AND FINAL INSPECTION HAS BEEN REQUESTED AND APPROVED BYA CITY INSPECTOR.

5. INSPECTIONS MAY BE REQUESTED BY TELEPHONING THE INSPECTION REQUESTNUMBER 823-7000 ONE DAY PRIOR TO THE TIME OF INSPECTION.

6. APPROVAL OF THIS ESPCP PLAN DOES NOT CONSTITUTE APPROVAL OF PERMANENTOR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS,CHANNELS, RETENTION FACILITIES, UTILITES, ETC.)

7. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, MAINTENANCE,REPLACEMENT, AND UPGRADING OF THESE ESPCP FACILITIES IS THERESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION ISCOMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.

8. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONALMEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEANFOR THE DURATION OF THE PROJECT.

9. THE BOUNDARIES OF THE CLEARING LIMITS (IF REQUIRED BY THE CITY) SHALL BECLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THECONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITSSHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THEAPPLICANT/CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION.

10. THE ESPCP FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FORTHE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESEESPCP FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORMEVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOTLEAVE THE SITE.

11. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BETWEEN OCTOBER 1 AND APRIL30 BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURETHEIR CONTINUED FUNCTIONING. ALL INSPECTIONS SHALL BE NOTED IN ANINSPECTION LOG WHICH SHALL BE MADE AVAILABLE TO THE CITY INSPECTOR UPONREQUEST.

12. ESPCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AMINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.

13. A SIGN WITH THE CITY'S EROSION CONTROL HOTLINE NUMBER, PROJECT ADDRESS,AND PERMIT NUMBER SHALL BE POSTED AT A LOCATION CLEARLY VISIBLE FROM THERIGHT OF WAY AND MAINTAINED UNTIL PROJECT COMPLETION.

14. EXPOSED SOILS THAT REMAIN UNWORKED FOR 14 DAYS OR MORE SHALL BEIMMEDIATELY PROTECTED BY APPROPRIATE GROUND COVER. DISTURBED LAND THATWILL REMAIN UNWORKED FOR 2 MONTHS OR LONGER SHALL ALSO BE SEEDED WITHAN APPROVED SEED MIXTURE.

15. PUBLIC STREETS WILL BE SWEPT DAILY, IF NECESSARY, TO ALLEVIATE SEDIMENTDISCHARGE TO THE STORM WATER MANAGEMENT SYSTEM. UNFILTERED WASHWATER CANNOT BE DISCHARGED TO STORM DRAINS.

16. ALL EROSION CONTROL SEEDING FOR SITE STABILIZATION WILL BE PERFORMED NOLATER THAN SEPTEMBER 1ST TO ALLOW TIME FOR VEGETATIVE ESTABLISHMENTPRIOR TO THE ONSET OF THE WET WEATHER SEASON.

17. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVEDWITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THEY ARENO LONGER NEEDED.

18. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOILAREAS RESULTING FROM REMOVAL SHALL BE REPAIRED AND PROTECTED WITHADEQUATE GROUND COVER (2" STRAW, COMPOST, MULCH, ETC.)

19. SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER ASNEEDED. WATER SHOULD BE CONTROLLED TO PREVENT RUNOFF. AREAS WHICH FAILTO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT EROSION SHALL BERESEEDED AS SOON AS AREAS ARE IDENTIFIED.

20. DISTURBED AREAS OF SLOPE GREATER THAN 2:1 WILL BE STABLIZED THROUGHSEEDING AND THE INSTALLATION OF NORTH AMERICAN GREEN SCI50BN MATTING OREQUIVALENT PRODUCT.

21. THE PROPOSED EROSION CONTROL MEASURES ARE A MINIMUM BEST MANAGEMENTPRACTICE. THE CONTRACTOR MAY BE REQUIRED TO MAKE ADDITIONAL EROSIONCONTROL MEASURES TO ENSURE THAT NO SEDIMENT LADEN WATER EXITS THE SITEOR ENTERS THE EXISTING STORMWATER SYSTEM.

22. IN THE CASE OF STABLIZATION SEEDING AND PLANTINGS FOR SWALES & SLOPES, ITIS THE CONTRACTORS RESPONSIBILITY TO SEQUENCE THE WORK SUCH THAT THEPLANTINGS ARE ESTABLISHED AS FAR AS POSSIBILE PRIOR TO OCTOBER 1.

23. CONTRACTOR SHALL DESIGNATE AN ONSITE EROSION & SEDIMENT CONTROLINSPECTOR AND SHALL SUBMIT THE NAME TO THE OWNER'S REPRESENTATIVE FORSUBMITTAL TO DEQ AS PART OF THE DEQ 1200C PERMIT REQUIREMENTS.

EROSION CONTROL NOTES

1. CONTRACTOR SHALL STRICTLY ADHERE TO ALL PERMITS ISSUED FOR THE PROJECT, AS WELLAS APPLICABLE ENVIRONMENTAL LAWS RELATED TO THE CONSTRUCTION.

2. NO CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS OR WASTE SHALL BE PLACED ORSTORED WHERE THEY MAY BE SUBJECT TO INUNDATION OR DISPERSION IN THE WATERWAY.

3. ANY AND ALL CREATED DEBRIS RESULTING FROM CONSTRUCTION ACTIVITIES THAT ENTERSTHE WATERWAY SHALL BE REMOVED FROM THE SITE IMMEDIATELY.

4. NON-BUOYANT DEBRIS DISCHARGED INTO THE WATERWAY SHALL BE RECOVERED BY DIVERSAS SOON AS POSSIBLE AFTER LOSS.

5. CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PREVENT ANY PETROLEUMPRODUCTS, CHEMICALS, OR DELETERIOUS OR TOXIC MATERIAL FROM ENTERING WATERWAYSDURING CONSTRUCTION TO PREVENT THE INTRODUCTION OF CONTAMINANTS ORPOLLUTANTS INTO THE AQUATIC ECOSYSTEM. THE CONTRACTOR SHALL HAVE ADEQUATEEQUIPMENT AVAILABLE TO CONTAIN ANY SUCH SPILL IMMEDIATELY.

6. U.S. ARMY CORPS OF ENGINEERS, PORTLAND DISTRICT HAS ISSUED A "LETTER OFPERMISSION" PERMIT FOR THIS PROJECT. CONTRACTOR SHALL COMPLY WITH ALLCONDITIONS IN THE CORPS LETTER OF PERMIT NO. NPW-2011-325-2.

7. CONTRACTOR SHALL NOTIFY THE U.S. COAST GUARD (USCG) DISTRICT 13 OF THE PROJECT BYE-MAIL AT [email protected] AT LEAST 14 DAYS PRIOR TO COMMENCINGCONSTRUCTION ACTIVITIES, SO THE PROJECT INFORMATION CAN BE ISSUED IN THE LOCALNOTICE TO MARINERS. THE USCG MAY BE REACHED AT PHONE: 206-220-7285.

8. CONTRACTOR SHALL INSTALL AND MAINTAIN ANY SAFETY LIGHTS AND SIGNALS PRESCRIBEDBY THE U.S. COAST GUARD DISTRICT 13 FOR THE PROJECT.

9. CONTRACTOR SHALL, IN ACCORDANCE WITH THE ARMY CORPS PERMIT, FULLY IMPLEMENTALL APPLICABLE PROPOSED DESIGN CRITERIA (PDC) OF THE SLOPES IV IN-WATEROVER-WATER STRUCTURES PROGRAMMATIC OPINION. THE PDCs FOR THE PROJECT INCLUDENUMBERS 11, 17, 30, 31, AND 33. CONTRACTOR SHALL ALSO COMPLY WITH ALL REPORTINGREQUIREMENTS OF ARMY CORPS PERMIT.

ENVIRONMENTAL NOTES

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60'

1 DEMOLITION PLAN - SHORELINESCALE: 1" = 10' 0 20'10'

EXISTING CONDITIONS / DEMOLITION PLAN

C1.1 3AS SHOWNThis document shall not be used forconstruction unless signed and sealed forconstruction. Sheet No.

Original Size

Title

Project

ClientDesignerDrawn

Scale

Plot Date: Filename:7 September 2021 - 9:50 AM G:\663\11200945\Digital_Design\ACAD 2018\Sheets\11200945_C1.1_DemolitionPlan.dwg

ANSI D

Date

Plotted By: Pat Tortora

Project No.

Sheet of


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0 1"


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ProjectManager


11200945

22


GHD Inc.

NPT PRT

RMS CRL


PATR

ICK RENO TORTORA

STAT

E OF WASH INGTON

REG I STERED


EER

SAVE AND PROTECT EXISTINGVIEWING PLATFORM

SAVE AND PROTECT EXISTINGCONCRETE SIDEWALK

SAVE AND PROTECTEXISTING POWER POLE

EXISTING TOP OF BANK

RIP RAP ARMORED BANK

MATC

HLIN

E 'A

'

REMOVE EXISTING FENCE SALVAGE FORREINSTALLATION AT VIEWING PLATFORM

SAWCUT EXISTINGCONCRETE AT EXISTINGCONCRETE JOINT

DEMOLISH AND REMOVEEXISTING RAMP

DEMOLISH AND REMOVEEXISTING CONCRETE PLANFORM

DEMOLISH AND REMOVEEXISTING RAMP

DEMOLISH AND REMOVE EXISTINGCONCRETE PLANFORM

SAVE AND PROTECT EXISTINGSOLDIER PILE WALL

SAVE AND PROTECTEXISTING BREAKWATER

REMOVE AND SALVAGE EXISTING RAMPCOORDINATE WITH PORT OF CAMAS-WASHOUGALSTAFF FOR NEW LOCATION

PORT OF CAMAS-WASHOUGAL WATERFRONT TRAIL

SAVE AND PROTECTEXISTING BOAT DOCK

REMOVE OVERHEAD ELECTRICALREFER TO ELECTRICAL DRAWINGS

FOR ADDITIONAL INFORMATION

SAVE AND PROTECTEXISTING TRANSFORMER

AND METER

REMOVE OVERHEAD ELECTRICALREFER TO ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION

REMOVE OVERHEAD ELECTRICALREFER TO ELECTRICAL DRAWINGS FOR


2 DEMOLITION PLAN - BREAKWATERSCALE: 1" = 40' 0 80'40'20'

MATCHLINE 'A'

CUT EXISTING WATER LINE ANDTEMPORARILY CAP FOR EXTENSIONONTO THE BREAKWATER

RELOCATE YARD HYDRANTTO NEW RAMP ENTRY

WASHINGTON STATE PLANE COORDINATES SOUTHZONE (NAD 83-91) BASED UPON THE PUBLISHED

COORDINATES FOR CLARK COUNTY POINT NUMBER1253, A USGS BRASS DISK IN CONCRETE NEAR 29TH

STREET AND THE RAILROAD TRACKS IN WASHOUGAL,AND THE BEARING TOWARDS CLARK COUNTY POINTNUMBER 1300, A BRASS DISK IN A MONUMENT BOX

LOCATED AT THE CENTERLINE INTERSECTION OF SE283RD STREET AND SE 23RD STREET.

GROUND TO GRID CONVERSION=1.0000574969035

BASIS OF BEARINGS VERTICAL DATUMCLARK COUNTY BENCH MARK NO. 245

A BRASS DISK IN THE CURB AT THE SOUTH SIDE OF CSTREET

ELEVATION = 46.06' NGVD 29(47)

COLUMBIA RIVER DATUM CONVERSION REFERENCE:U.S. ARMY CORPS OF ENGINEERS BENCH MARK

NUMBER 1002-31, A BRASS DISK ON THE CONCRETELANDING OF THE PUBLIC ACCESS TO THE SUMMER

DOCKS AT THE CAMAS/WASHOUGAL MARINA.20.23' COLUMBIA RIVER DATUM

23.84' NGVD 29(47)

SURVEY PROVIDED BYPORT OF CAMAS-WASHOUGAL

SURVEY PREPARED BY:

DEVELOPMENT

N

S

W

E

PO Box 398Camas, WA 98607

360.834.2519Fax.834.5498

A CERTIFIED DBE & WBE

N

N

SAVE AND PROTECT EXISTINGELECTRICAL CONDUIT, CABLING AND

SERVICE PEDESTALS (6 TOTAL).REFER TO SHEETS U1.1 AND E1.1 FOR


NOTE:1. THIS TOPOGRAPHICAL SURVEY WAS PROVIDED BY THE PORT OF CAMAS-WASHOUGAL AND WAS

PREPARED PRIOR TO THE CONSTRUCTION OF THE WASHOUGAL WATERFRONT PARK.

2. THE CONTRACTOR IS TO VERIFY THE EXISTING ELEVATIONS OF THE EXISTING CONCRETE TRAIL THISPROJECT IS MATCHING.

3. THE CONTRACTOR IS TO VERIFY THE EXISTING TOPOGRAPHICAL SURVEY WITHIN THE LIMITS OF THEPROJECT. IF CONFLICTS ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND PORT STAFFOF THE CONFLICTS.

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TOP FACE OF CONCRETEN=94893.78E=1159452.85

N=94807.58E=1159438.32 N=94713.17

E=1159452.15

N=94691.85E=1159493.48

N=94630.29E=1159422.66

N=94908.04E=1159455.25

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TC=±39.5(E)

TC=±39.4(E)TC=±38.9

TC=±38.9FG=±38

TC=±39.36EG=±37.8

TC=±38.85(LOW POINT)

EG=±37.4

TC=±38.9EG=FG=±36.4

TC=±39.43EG=±38.1

TC=±38.9FG=±38.2

TC=±38.9EG=FG=±36.9

TC=±39.29EG=±37.6

-4.48%

-4.91%

-1.24%

-1.03

%

-0.66

%-0.82

%

-0.90%

-1.90%

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1 RAMP AND PLATFORM SITE PLANSCALE: 1" = 10'

0 20'10'

RAMP AND PLATFORM SITE PLAN, ENTRY GRADING PLANAND ENTRY LAYOUT PLAN

C1.2 4AS SHOWNThis document shall not be used forconstruction unless signed and sealed forconstruction. Sheet No.

Original Size

Title

Project

ClientDesignerDrawn

Scale

Plot Date: Filename:4 September 2021 - 5:55 PM G:\663\11200945\Digital_Design\ACAD 2018\Sheets\11200945_C1.2_SitePlan.dwg

ANSI D

Date


Project No.

Sheet of


DraftingCheck

0 1"


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ProjectManager


11200945

22


GHD Inc.

NPT PRT

RMS CRL


PATR

ICK RENO TORTORA

STAT

E OF WASHINGTON

REG I STERED


EER

SAVE AND PROTECT EXISTINGVIEWING PLATFORM

SAVE AND PROTECT EXISTINGCONCRETE SIDEWALK

EXISTING TOP OF BANK


SAVE AND PROTECTEXISTING BREAKWATER.NEW GANGWAY TO BEAR ONTHE EXISTING BREAKWATER .


PLATFORM 'C'SEE DETAIL 2 ON SHEET S3.1

PROVIDE PREFABRICATEDACCESSIBLE RAMP (80' LONG NOMINAL)SEE DETAIL 1 ON SHEET S1.1

NEW BENCH

ABUTMENT 'D'

PROVIDE PREFABRICATEDACCESSIBLE RAMP (80' LONG NOMINAL)SEE DETAIL 2 ON SHEET S1.1

NEW BENCH

NEW BENCH

PLATFORM 'B'SEE DETAIL 3 ON SHEET S3.1

PLATFORM 'A'SEE DETAIL 4 ON SHEET S3.1

PROVIDE PREFABRICATEDACCESSIBLE RAMP

(30' LONG NOMINAL)SEE DETAIL 1 ON SHEET S1.2

PROVIDE PREFABRICATEDRAMP (84' LONG NOMINAL)SEE DETAIL 2 ON SHEET S1.2

2 ENTRY GRADING PLANSCALE: 1" = 10' 3 ENTRY LAYOUT PLAN

SCALE: 1" = 10'

CONCRETE ABUTMENT 'D'PREFABRICATEDACCESSIBLE RAMP

N

CONCRETE GRADE WALLWITH GUARDRAIL

CONSTRUCTION NOTES1. INSTALL NEW BACKLESS BENCH, MANUFACTURED BY KNIGHT BENCH (OR APPROVED EQUAL).

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. SEE DETAIL ON SHEET C2.1

2. INSTALL ORNAMENTAL FENCE. SEE DETAIL 2 ON SHEET C2.1.

3. INSTALL GUARDRAIL. SEE DETAIL 1 ON SHEET C2.2

4. CONSTRUCT GRADE WALLS AT ABUTMENT 'D'. SEE DETAIL 1 ON SHEET S3.3.

5. CONTRACTOR TO RE-ESTABLISH THE USACE BENMARK AND FILE RECORD OF SURVEY WITHUSACE AND CLARK COUNTY SURVYOR. SURVEYOR SHALL PLACE THE BENCHMARK BACK TOITS ORIGINAL HORIZTONTAL LOCATION AND RECORD THE NEW ELEVATION. CONTRACTOR TONOTIFY USACE AND CLARK COUNTY SURVEYOR PRIOR TO DISTURBING BENCHMARK.

6. REGRADE EXISTING SLOPE TO PROVIDE A MIN. 1 FOOT CLEAR BETWEEN BOTTOM OF RAMPAND FINISHED GRADE. REUSE EXISTING RIPRAP TO ARMOR EXPOSED SURFACE.CONTRACTOR TO IMPORT RIPRAP AS NEEDED TO ASSURE ALL EXPOSED SURFACES AREARMORED. MATCH EXISTING RIPRAP SIZE.

NOTE:1. ELEVATIONS ARE BASED ON THE NGVD 29(4) VERTICAL DATUM. COLUMBIA RIVER DATUM

PROVIDED FOR REFERENCE ONLY.

2. CONTRACTOR TO PROVIDE EROSION CONTROL PLAN AND COORIDINATE WITH THE CITY OFWASHOUGAL AND WASHINGTON STATE DEPTARMENT OF ECOLOGY FOR APPROVALS, PRIORTO BEGINING ANY WORK.

3. SLOPES SHOWN WITH A NEGATIVE VALUE ARE INDICATING THE DOWN SLOPE DIRECTION

BIOLOGICAL OHW ±19

BIOLOGICAL OHW ±19

USACE OHW ±22.29

100 YEAR FLOOD ELEV ±31.6

100 YEAR FLOOD ELEV ±31.6 100 YEAR FLOOD ELEV ±31.6



RIP RAP ARMORED BANKRIP RAP ARMORED BANK

INSTALL SILT FENCEAT TOP OF SLOPE

EXISTGING SOLDIERPILE WALL

USACE OHW ±22.29

15.68'

9.81'

2.5' 2.5'ABUTMENT

10'

10'

R=10.5'

PORT OF CAMAS-WASHOUGAL WATERFRONT TRAILPORT OF CAMAS-WASHOUGAL WATERFRONT TRAIL

COLUMBIA RIVER

16.69°

5'LANDING

GB

GB

MATCH EX CONCRETE GRADE

ELEV

ATIO

N

-10

0

50

0+001+002+00

0+000+501+001+502+00

100 YEAR FLOOD EL. 31.6

USACE OHW EL. 22.29

BIOLOGICAL OHW EL. ±19

PLAT

FORM

'C'

STA

= 2+

35.99

EL =

32.98

PLAT

FORM

'B'

STA

= 1+

40.57

EL =

27.05

PLAT

FORM

'A'

STA

= 0+

93.84

EL =

24.56

8.25%8.25%

1.75%8.25%

1.75%8.25%

STA

= 0+

07.45

EL =

2.18

WATER EL. ±0

EXISTING GRADE 4' LEFT

EXISTING GRADEAT CENTERLINE

EXISTING GRADE 4' RIGHT

EXISTING SOLDIER PILE WALL

EXISTING BREAKWATER

PROVIDE 84' LONGPREFABRICATED GANGWAY

6'LANDING

6'LANDING

30' NOMINALREFABRICATED RAMP '2'FINISHED GRADE

REFABRICATED RAMP'1' FINISHED GRADE

18" DIA. STEEL PIPE PILE. SEE S0.1 FORAPPROXIMATE PILE LENGTH (TYP. AT ALLPLATFORMS AND ABUTMENT).

12" FREEBOARD (EXSISTING)

MAX. SLOPE TYP.

MAX. SLOPE TYP.

CONTRACTOR TO REMOVE ENOUGH RIP RAPTO INSTALL THE PILING AND INSTALLAPPROPRIATE EROSION CONTROL MEASURESTO THE PERIOD OF CONSTRUCTION CONTRACTOR TO REMOVE ENOUGH RIP RAP

TO INSTALL THE PILING AND INSTALLAPPROPRIATE EROSION CONTROL MEASURESTO THE PERIOD OF CONSTRUCTION

CONTRACTOR TO REMOVE ENOUGH RIP RAPTO INSTALL THE PILING AND INSTALLAPPROPRIATE EROSION CONTROL MEASURESTO THE PERIOD OF CONSTRUCTION

80' NOMINAL

-10

0

50

3+003+30

2+503+003+30

ABUT

MENT

'D'

STA

= 3+

23.40

EL =

38.90

8.25%1.75%

8.25%1.75%

8.25%

6'LANDING

6'LANDING

REFABRICATED RAMP '3'FINISHED GRADEMAX. SLOPE TYP.

18" DIA. STEEL PIPE PILE. SEESHEET S3.2 FOR EMBEDMENT

80' NOMINAL


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GHD Inc.

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PATR

ICK RENO TORTORA

STAT

E OF WASHINGTON

REG I STERED


EER

MATC

HLIN

E ST

A 2+

40

MATC

HLIN

E ST

A 2+

40

RAMP AND PLATFORM PROFILE

C1.3 5AS SHOWN

0 20'10'

VERTICAL0 20'10'

HORIZONTAL1 RAMP AND PLATFORM PROFILE STA 0+00 TO 2+40SCALE: 1"=10'

2 RAMP AND PLATFORM PROFILE STA 2+40 TO 3+30SCALE: 1"=10'

NOTE:1. ELEVATIONS ARE BASED ON THE NGVD 29(4) VERTICAL DATUM.

COLUMBIA RIVER DATUM PROVIDED FOR REFERENCE ONLY.

2. RAMPS SHOWN ARE ONLY APPROXIMATE, SHOWN FORFEASIBILITY AND DETERMINING THE PLATFORM ELEVATIONS.CONTRACTOR TO PROVIDE PLAN AND PROFILE SUBMITTAL ONTHE ACTUAL RAMPS AND PLATFORMS. IF THE PLATFORMELEVATIONS NEED TO BE ADJUSTED BASED ON THE ACTUALRAMP DESIGN, THEY CAN BE ADJUSTED TO MAINTAIN RAMPSLOPES LESS THAN MAXIMUM ALLOWED.

3. RAMPS 1, 2 AND 3 SHALL MEET STATE AND LOCALACCESSIBILITY REGULATIONS.


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E OF WASHINGTON

REG I STERED


EER

SITE DETAILS

C2.1 6AS SHOWN

19.8"

72"

18"

TOP VIEW

FRONT VIEW END VIEW

NOTES:1. MANUFACTURER: FORMS+SURFACES

PRODUCT: KNIGHT BENCH (BACKLESS)SLATS: IPE WOOD/NATURAL OILED FINISHFRAME: SOLID ALUMINUM WITH POWDERCOATED INNERSURFACES, POLISHED EDHGES AND CLEAR TOP COAT.

2. ANCHOR TO CONCRETE PLATFORM PERMANUFACTURES RECOMMENDATIONS WITH SS 316ANCHOR BOLTS AND APPROVED EPOXY.

2" POST

2" POST CAP

3 3 4" TYP.

8' O.C.

1"

9 3 4"

3'-0"

4'-0"

2"

BRACKET

1" SQ. 14 GA. PICKET

1C2.1

BENCH DETAILSCALE: N.T.S.

2C2.1

ORNAMENTAL FENCE DETAILSCALE: N.T.S.

3'-0"

10"

PROVIDE 3" OF CONCRETEBETWEEN SOIL AND METALPOST TYP.

FINISHED CONCRETE SURFACE

2 12" Ø STD WT PIPE GUARDRAIL

2 12" X 12" FLAT BAR CENTER ON POST BELOW

HSS 3X3X2X14 TOP RAIL

WIRE MESH INFILL

HSS 3X3X14" POST

1"X34"X12 GA CHANNEL

1"X18" BAR

HSS 3X2X 316 BOTTOM RAIL

2C2.2

GUARDRAIL SECTIONSCALE: 1"=1'-0"

12"X3" FLAT BAR

GUARDRAIL

WIRE MESH INFILL

SEE DETAIL6

C2.2

TOP OF SURFACE

TOP RAIL

CHANNEL

1"X18" BAR

BOTTOM RAIL

5C2.2

GUARDRAIL ELEVATION AT END POSTSCALE: 1"=1'-0"

1.502 12"X12" FLAT BAR RAIL SUPPORT

6C2.2

TOP OF SURFACE

BOTTOM RAIL

4C2.2

GUARDRAIL ELEVATION AT POSTSCALE: 1"=1'-0"

TOP RAIL

WIRE MESH INFILL

SEE DETAILS

TOP OF SURFACE 6GA WIRE MESH INFILLW/ 2 34"X 2 34" OPENINGS, TYP.

3" MAX3' MAX.8' MAX.3' MAX.

6"33

"4"

3

C2.2

2C2.2

6C2.2

WIRE MESH FRAME DETAILSCALE: 1"=1'-0"

WIRE MESH INFILL

CHANNEL

1"X18" BAR

BOTTOM RAIL

1C2.2

GUARDRAIL ELEVATIONSCALE: 1"=1'-0"

4

C2.2

3C2.2

GUARDRAIL

12"Ø X 7" STAINLESS

STEEL ALL THREAD RODWITH NUT AND WASHER

WITH HILTI RE 500 EPOXYMIN. 5" EMBEDMENT

3 /16TYP

3C2.2

GUARDRAIL BASE PLATESCALE: 3"=1'-0"

112" 31

4" 314" 11

2"

HSS 3X3X1/4 POST

6"X9 1/2"X34" PL

W/ (4) 5/8" Ø BOLT HOLES

912"

11 2"3"

11 2"

6"

58" Ø BOLT HOLE

314" 31

4"

912"

11 2"11 2"

6"

31 2" MIN

.

EDGE CONCRETE PLATFORM

3 /16TYP


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PATR

ICK RENO TORTORA

STAT

E OF WASHINGTON

REG I STERED


EER

GUARDRAIL DETAILS

C2.2 7AS SHOWN

1. THE CONTRACTOR SHALL PROVIDE A GUARDRAIL SYSTEM FOLLOWING THESEGUIDELINES AND PROVIDE A PRODUCT SUBMITTAL AND STRUCTURAL CALCULATIONSFOR APPROVAL.

COLOR: BLACK (MATCH EXISTING FENCE COLOR)LOADING: SUPPORT CONCENTRATED LIVE LOAD OF 200 POUNDS OR A DISTRIBUTED

LIVE LOAD OF 50 LBS/FT APPLIED AT THE TOP OF THE RAILING IN THEVERTICAL OR HORIZONTAL DIRECTION. INFILL COMPONENTS, SUCH ASBALUSTERS, HAVE A LOWER RESISTANCE REQUIREMENT OF 50 POUNDS PERSQUARE FOOT.

OPENINGS: SPACE BETWEEN TWO BALUSTERS, OR A BALUSTER AND A NEWEL POST TOPREVENT A 4-INCH SPHERE FROM PASSING THROUGH

2. STEEL SHALL BE ASTM A500 GRADE C. ALTERNATE MATERIALS WILL BE CONSIDERED,FOLLOWING THE SUBSTITUTION REQUEST PROCEDURES.

GUARDRAIL NOTES

3+38

0+00

1+00

2+00

3+00

3736

3534

38

39

39

39

38

37

5

10

15

20

25

30

35

40

15

20

25

30

35

40

EXISTING BOAT DOCK

0+00

TRANS

EXISTING BREAKWATER

EXISTING FISHING DOCK

1 DOMESTIC WATER AND FIRE DEPARTENT CONNECTION PLANSCALE: 1" = 10'

0 20'10'

DOMESTIC WATER AND FIRE DEPARTMENTCONNECTION PLAN

U1.1 8AS SHOWNThis document shall not be used forconstruction unless signed and sealed forconstruction. Sheet No.

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STAT

E OF WASHINGTON

REG I STERED


EER


N

CONNECT TO EXISTING 2" DOMESTICWATER LINE WITH RESTRAINEDCOUPLER. CONTRACTOR TO VERIFYDCVA EXISTS AT THE SOURCE OF THEWATER LINE. IF A DCVA DOES NOTEXIST, THE CONTRACTOR SHALLINSTALL A DCVA PER CITY OFWASHOUGAL STANDARDS

2" HDPE WATERLINE

INSTALL NEW FDC WITH KNOX LOCKING CAPSEE DETAIL 1 ON SHEET U1.2

INSTALL 2" HDPE WATER LINE AND4" HDPE FW ON BOTTOM SIDE OF RAMP

INSTALL 2" HDPE WATER LINE AND4" HDPE FW ON SIDE OF PLATFORM

INSTALL WATER LINE AND FIREDEPT. CONNECTION ON SIDEOF ABUTMENT

INSTALL 4" FW FLEXIBLEHOSE AND 2" WATERFLEXIBLE HOSE

INSTALL NEW 4" FDC WITH KNOW LOCKING CAPSEE DETAIL 2 THIS SHEET U1.2

INSTALL 2" HDPE WATER LINE AND4" HDPE FW ON BOTTOM SIDE OF RAMP


INSTALL 2" HDEP WATER LINE AND4" HDPE FW ON BOTTOM SIDE OF RAMP


MATCHLINE 'A'

MATCHLINE 'A'

2 DOMESTIC WATER ON BREAKWATER PLANSCALE: 1" = 40'

0 80'40'20'

N

NEW ELECTRICAL SERVICE ANDPEDESTALS SEE SHEET E1.1

2" FLEX HOSE LENGTH TO BEDETERMINED BY CONTACTOR

INSTALL NEW TRANSITION PLATEOVER NEW WATER LINE TO

PROTECT WATER LINECONTRACTOR PROVIDED DESIGN

INSTALL 2" HDPE WATER AND 3" CONDUIT ONEXISTING BULL RAIL WITH PIPE CLAMPS

INSTALL 2" HDPE WATER LINE AND4" HDPE FW ON BOTTOM SIDE OF

GANGWAY

INSTALL 2" WATER FLEXIBLE HOSELENGTH TO BE DETERMINED BY

CONTRACTOR

EXISTING PEDESTAL NO. 1





EXISTING PEDESTAL NO. 6 NEW PEDESTAL NO. 7

NEW PEDESTAL NO. 8

NEW PEDESTAL NO. 9

NEW PEDESTAL NO. 10

NEW PEDESTAL NO. 11

NEW PEDESTAL NO. 12

NEW PEDESTAL NO. 13

NEW PEDESTAL NO. 14

NOTE:1. EXISTING PEDESTALS ARE TO REMAIN (6 TOTAL). CONTRACTOR TO ADD RETROFIT

KIT FOR ADDING TWO WATER SUPPLIES. EATON LHSS DUAL WATER ASSEMBLY(EATON CATALOG NO. MPL11F) CONTRACTOR TO VERIFY RETRO FIT KIT ISAPPROPRIATE FOR THE EXISTING PEDESTAL. EXISTING PEDESTALS 1 THOUGH 6SHALL BE RETROFITTED.

2. NEW PEDESTALS 7-14 SHALL PROVIDE POWER, LIGHTING, AND WATER SERVICES(WITH HOSE BIBS). INSTALL EATON LIGHTHOUSE SS POWER PEDESTAL AND INSTALLPER MANUFACTURERS RECOMMENDATIONS. SEE SHEET E1.1 FOR ADDITIONALINFORMATION.

3. CONTRACTOR TO PROVIDE ENGINEER OF RECORD WATER FLOW/PRESSURE TESTTO VERIFY EXISTING WATER SYSTEM CAN PROVIDE ADEQUATE WATER TO THEBREAKWATER PEDESTALS. ASSUMED EXISTING PRESSURE IS 87 PSI AS IT IS IN THECITY'S ZONE 1 HAVING A HGL OF 236.


USACE OHW EL. 22.29


DOCK EL 1.00




USACE OHW EL. 22.29

WATER EL. 0.00

WATER DETAILS

U1.2 9AS SHOWNThis document shall not be used forconstruction unless signed and sealed forconstruction. Sheet No.

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PATR

ICK RENO TORTORA

STAT

E OF WASHINGTON

REG I STERED


EER

6U1.2

PLATFORM PIPE SUPPORTSCALE: N.T.S.

12 GA SUPPORT CHANNEL(7 8" CHANNEL DEPTH)

PIPE CLAMP

12"° EPOXY ANCHOR

BOLTS

CONCRETE PLATFORM

5

U1.2

RAMP PIPE SUPPORTSCALE: N.T.S.

12" 6"

RAMP STRUCTURE

4" FW1" WATER

SS UNISTRUT AND PIPE CLAMPS

3

U1.2

GANGWAY PIPING DETAIL AT VARYING WATER LEVELSSCALE: N.T.S.

FLEXIBLE HOSES,CONTRACTOR TO

DETERMINE LENGTH, TYP

PIPE SUPPORTS, TYP.

4" FDC (1" WATER BEHIND)

EXISTING BREAKWATER

PIPE SUPPORTSON PLATFORM

NOTES:1. FDC PIPE SHOWN. WATER LINE SIMILAR.

2. DOCK STRUCTURE SHOWN IS DIAGRAMMATIC. CONTRACTOR SHALL ADAPT TO SELECTED DOCK STRUCTURE.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF PIPE SUPPORTS. SUPPORTS SHOWN ARE FOR REFERENCE ONLY. ALLPIPE SUPPORT MATERIALS SHALL BE GALV. STEEL. CONTRACTOR SHALL COORDINATE SUPPORT ATTACHMENTS TO THE RAMPS,GANGWAY AND PLATFORMS MANUFACTURERS.

4" FDC MOUNTED ON GANGWAY

OUTSIDE

LANDSCAPE

DIA.

OUTS

IDE

PIPE

6"

MIN.

MIN.6"

MIN.12"

VARI

ES

AREAS SAW

CUT

6"PIPE

MIN.

DIA.MIN.

24"

PAVING AREASAC

6"MIN.

EXIST AC PAVING

TYPICALPROVIDE 12 GA.COATED TRACERWIRE OVER PIPE ANDEXTEND INTO ALLMANHOLES, VAULTS,VALVE BOXES, ETC.

AC PAVING 4"THICKNESS ORMATCH EXISTINGPAVING THICKNESSWHICHEVER ISGREATER

TOPSOIL & LANDSCAPINGAS INDICATED ORSPECIFIED ELSEWHERE

TACK COATJOINTINTERFACETYPICAL

SEAL SURFACE OVERJOINT WITH TACKCOAT MATERIAL &SAND (AC PATCHTYPICAL)

UNDISTURBEDEXISTINGAGGREGATE BASE

AGGREGATE BASE& LEVELINGCOURSE MATERIALMATCH EXISTINGAGGREGATE BASETHICKNESSTRENCHBACKFILL

PIPEZONE

PIPE ℄PIPEBEDDING

TRENCHFOUNDATIONSTABILIZATIONAS REQUIRED

4

U1.2

PIPE TRENCH DETAILSCALE: N.T.S.

1U1.2

SHORE SIDE FIREDEPARTMENT CONNECTION DETAILSCALE: N.T.S.

2U1.2

DOCK SIDE FIRE DEPARTMENT CONNECTION DETAILSCALE: N.T.S.

STANDPIPEDOCK DRY

2 1/2" STANDPIPEW/ MALE THREAD EACH END

2 12" BRASS FIRE HOSEVALVE W/ CHAINED KNOXLOCKING CAP

4" TO 2 1/2" GALV REDUCER

4" HDPE FW

FLANGE FITTING

12" MIN.

2-#5 BARSAROUND FITTING

INSTALL CONCRETETHRUST BLOCKBEARING AREA = 2 SF

HDPE COUPLING ADAPTER

5"X10" SIGN ON FDC

FLOW

6"24

" MIN

.

2' SQUARE CONCRETECOLLAR 6" THICK AROUNDFDC WITH 2-#5 BARS

FINISHED GRADE

EXISTING GRADE

FIXED CONNECTION ANDPIPE SUPPORT ON DOCK

4" FW

2" WATER

STANDPIPEDOCK DRY

2 1/2" STANDPIPEW/ MALE THREAD EACH END

2 12" BRASS FIRE HOSEVALVE W/ CHAINED CAP

4" TO 2 1/2" GALV REDUCER4" HDPE FW

FLANGE FITTING

HDPE COUPLING ADAPTER

5"X10" SIGN ON FDC

FLOW

PIPE CLAMP

NEW GANGWAY

NEW GANGWAY

NEW GANGWAY DECKING

PIPE SUPPORT

PIPE SUPPORT

EXISTING DOCK

2" FLEXIBLE HOSE,CONTRACTOR TODETERMINE LENGTH, TYP


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STRUCTURAL NOTES

S0.1 10AS SHOWN

DESIGN BASIS

1. APPLICABLE CODES:2018 WASHINGTON STATE BUILDING CODE WITH STATEWIDE AMENDMENTS.2018 WASHINGTON PLUMBING CODE WITH STATEWIDE AMENDMENTS.NATIONAL ELECTRICAL CODE (NFPA 70)

2. GRAVITYDEAD LOAD = [DESIGNED FOR SELF WEIGHT]WALK SURFACE LIVE LOAD = 100 PSFCONCENTRATED LOAD = 3500 PSF

3. STRUCTURE DESIGNED FOR WIND LOADS BASED ON THE FOLLOWING PARAMETERS

STRUCTURE CATEGORY = IIBASIC WIND SPEED, V = 135 MPH (3 SEC. GUST)EXPOSURE CATEGORY = DIMPORTANCE FACTOR, Iw = 1.0

.4. STRUCTURE DESIGNED FOR SEISMIC LOADS BASED ON THE FOLLOWING

PARAMETERS:

STRUCTURE CATEGORY = II (NON-BUILDING STRUCTURE)SITE CLASS = D (REFERENCE GEOTECHNICAL REPORT)MAX. 0.2 SEC. SPECTRAL RESPONSE ACCELERATION, Ss = 0.805gMAX. 1.0 SEC. SPECTRAL RESPONSE ACCELERATION, S1 = 0.349gSHORT PERIOD SITE COEFFICIENT, Fa=1.200IMPORTANCE FACTOR, Ie = 1.0SEISMIC DESIGN CATEGORY = DBASIC SEISMIC-FORCE-RESISTING SYSTEM, R=1.0

GENERAL NOTES

1. ALL WORK TO CONFORM TO REQUIREMENTS OF ALL PUBLICATIONS AND NOTESLISTED UNDER "DESIGN BASIS".

2. ALL OTHER DRAWINGS AS REQUIRED SHALL BE USED IN CONJUNCTION WITHSTRUCTURAL DRAWINGS TO DEVELOP DETAILS AND DIMENSIONS FOR SHOPDRAWINGS, FABRICATION, ERECTION AND CONSTRUCTION. CONTRACTOR IS TOCOORDINATE EQUIPMENT, SUPPORT CONDITIONS AND DIMENSIONS FORSUPPORTING BEAMS, FRAMES AND OPENINGS FOR MECHANICAL EQUIPMENT ANDPROVIDE THIS INFORMATION FOR REVIEW.

3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND ALL DIMENSIONS INFIELD PRIOR TO START OF CONSTRUCTION AND PROTECT AND MAINTAIN ALLEXISTING CONSTRUCTION AND ITS CONTENTS IN FULL.

4. THE CONTRACTOR SHALL PROVIDE EXPANSION BOLTS, INSERTS, BEAM PLATES,ETC. AS REQUIRED.

5. THE CONTRACTOR SHALL MAINTAIN A SET OF LATEST REVIEWED SHOP DRAWINGSON JOB SITE.

6. THE STRUCTURE HAS BEEN DESIGNED TO BE STABLE AND SELF SUPPORTINGAFTER THE CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S SOLERESPONSIBILITY FOR THE STRUCTURE'S STABILITY DURING CONSTRUCTION. THISRESPONSIBILITY ALSO INCLUDES BUT IS NOT LIMITED TO METHOD AND SEQUENCEOF ERECTION, TEMPORARY SHORING AND TEMPORARY BRACING.

7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLESAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

8. SHOULD ANY INFORMATION ON THE STRUCTURAL DRAWINGS CONFLICT WITH THESPECIFICATIONS OR ANY OTHER PART OF THE DRAWINGS, THE CONTRACTOR SHALLNOTIFY THE OWNER'S REPRESENTATIVE AND AN INTERPRETATION WILL BE GIVEN.

9. ALL SECTIONS, DETAILS, NOTES, DIMENSIONS AND CONDITIONS ARE APPLICABLE ATANY OTHER LOCATION WHERE CONDITIONS AND DETAILS ARE SIMILAR BUT ARE NOTSPECIFICALLY NOTED AS SUCH OR ARE NOT SHOWN.

10. FOR QUALITY CONTROL INSPECTION AND TESTING REQUIREMENTS DURINGCONSTRUCTION, SEE SPECIFICATIONS AND "SCHEDULE OF SPECIAL INSPECTIONS".

11. ALL HOLES INTO MASONRY OR CONCRETE FOR PROPRIETARY ANCHORINGSYSTEMS (EXPANSION BOLTS, ADHESIVE ANCHORING SYSTEMS, ETC.) TO BEDRILLED AND CLEANED IN STRICT ACCORDANCE WITH THE MANUFACTURER'SINSTRUCTIONS.

FOUNDATION NOTES

1. SOIL BEARING CAPACITY USED IN THE DESIGN OF FOUNDATIONS:

2,500 (D+L) POUNDS PER SQUARE FOOT, A ONE-THIRD INCREASE IS ALLOWED FORSHORT TERM WIND AND SEISMIC LOADS, AS RECOMMENDED BY EARTH ENGINEERS,INC IN THEIR GEOTECHNICAL REPORT DATED OCTOBER 8, 2019. REFER TO THISREPORT FOR ALL GEOTECHNICAL INFORMATION AND RECOMMENDATIONS.

2. ALL FOOTINGS TO BEAR OVEREXCAVATED AND COMPACTED STRUCTURAL FILLHAVING MINIMUM BEARING CAPACITY AS INDICATED FOLLOWING ALL

RECOMMENDATIONS IN REFERENCED GEOTECHNICAL REPORT.

3. OVEREXCAVATION AND PLACEMENT OF ALL COMPACTED FILL AND COMPACTION OFSUBGRADE SHALL IN ACCORDANCE WITH ALL RECOMMENDATIONS IN THEREFERENCED GEOTECHNICAL REPORT AND SHALL BE UNDER THE FULL TIMEDIRECTION OF A QUALIFIED GEOTECHNICAL ENGINEER. CONCRETE SLABS ANDFOOTINGS SHALL NOT BE PLACED UNTIL FILL AND SUBGRADE HAVE BEEN CHECKEDIN PLACE AND APPROVED BY THE GEOTECHNICAL ENGINEER.

4. BOTTOMS OF ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 1'-6" BELOW FINISHED GRADE UNLESS OTHERWISE NOTED.

5. MAXIMUM SLOPE FOR BOTTOM OF FOOTINGS (OR BETWEEN BOTTOMS OF ADJACENT FOOTINGS) IS TO BE 1 VERTICAL TO 2 HORIZONTAL.

6. ALL SOIL SURROUNDING AND BENEATH FOOTINGS SHALL BE PROTECTED FROMFROST DURING THE COURSE OF CONSTRUCTION.

PILE FOUNDATION NOTES

1. PILE MATERIAL SHALL BE ASTM A53 GR B, SCHEDULE 80 PIPE.

2. ALL PILES SHALL BE DRIVEN TO REFUSAL. APPROXIMATE PILE LENGTH REQUIRED IS45 FEET.

3. DRIVEN PILE CAPACITIES SHALL BE DETERMINED USING WAVE EQUATION ANALYSISPROGRAM (WEAP).

CONCRETE NOTES

1. ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWINGPUBLICATIONS:

A. ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"(ACI 318-14),

2. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS:

5,000 PSI (NORMAL WEIGHT W/C < 0.4)

AIR CONTENT: 6% +/- 1.5%

MAXIMUM SLUMP: 5"

PRIOR TO PLACING CONCRETE, MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW.

3. ALL BAR REINFORCING FOR CONCRETE SHALL CONFORM TO ASTM A 615 GRADE 60(DEFORMED). REINFORCING SHOWN ON DRAWING TO BE WELDED SHALL CONFORMTO ASTM A 706 GRADE 60 (DEFORMED) BARS SPECIALLY FORMULATED TO BEWELDABLE.

4. UNLESS OTHERWISE SHOWN, LOCATE REINFORCING BARS WITH FOLLOWING CLEARDIMENSION TO FACE OF CONCRETE:

A. CONCRETE CAST AGAINST THE GROUND: 3"

B. EXTERIOR EXPOSED SURFACES OR SURFACES AGAINST EARTH:2" CLEAR FOR #6 AND GREATER.1-1/2" CLEAR FOR #5 AND SMALLER.

5. CONCRETE ACCESSORIES MUST BE ADEQUATE TO MAINTAIN REINFORCINGACCURATELY IN PLACE AND BE NON-CORROSIVE, NON-STAINING TYPE.

6. LAP LENGTH FOR #6 BARS AND SMALLER SHALL BE 48 BAR DIAMETERS. LAP LENGTHFOR #7 BARS AND LARGER SHALL BE 58 BAR DIAMETERS.

7. REFERENCE SPECIFICATIONS FOR CONCRETE CURING AND PROTECTION. BEGINCONCRETE CURING AS SOON AS FINISHING OPERATIONS ARE COMPLETE (WITHINTWO HOURS).

PRE-FABRICATED BRIDGE STRUCTURE:

6. THE RAMPS SHALL BE A PRE-FABRICATED STRUCTURE. THE PRE-FABRICATEDRAMP SHOULD HAVE THE SAME CROSS SECTION AND LENGTH SHOWN WITHINTHESE PLAN SHEETS AND DESIGNED IN ACCORDANCE TO THE DESIGN BASIS ANDSPECIFICATION SHOWN ON THIS SHEET. THE CONTRACTOR SHALL ALSO HAVE TOSUBMIT DRAWINGS AND CALCULATIONS FOR THE PRE-FABRICATED RAMPSPREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OFWASHINGTON FOR APPROVAL BY THE PROJECT ENGINEER OF RECORD, ALLOW 15DAYS FOR APPROVAL.

7. THE PRE-FABRICATED RAMPS SHALL BE DESIGNED SO IT CAN BE TRANSPORTEDAND ASSEMBLED AT THE PROJECT SITE LOCATION AND CAN FIT BETWEEN THEFOUNDATIONS SHOWN ON THE FOUNDATION PLAN. ANY CHANGES TO THEFOUNDATION SHALL BE SUBMITTED TO THE PROJECT ENGINEER OF RECORD FORAPPROVAL.

8. RAMP OR GANGWAY CONFIGURATIONS AND DETAILS SHOWN ON THESE DRAWINGSARE FOR MANUFACTURER'S INFORMATION ONLY AND MAY BE CHANGED DEPENDINGON MANUFACTURERS STANDARD DETAILS OR PRACTICES BUT SHALL BE SUBMITTEDTO THE PROJECT'S ENGINEER OF RECORD FOR REVIEW AND APPROVAL.

STRUCTURAL ABBREVIATIONS STRUCTURAL NOTES

AASHTO AMERICAN ASSOCIATION OFSTATE HIGHWAY ANDTRANSPORTATION OFFICIALS

AB ANCHOR BOLTABC AGGREGATE BASE COURSEABV ABOVEAC AGGREGATE COURSEACI AMERICAN CONCRETE INSTITUTEADD'L ADDITIONALAISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISI AMERICAN IRON AND STEEL INSTITUTEAITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTIONALT ALTERNATEALUM ALUMINUMANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPA AMERICAN PLYWOOD ASSOCIATIONARCH ARCHITECT/ARCHITECTURALASTM AMERICAN SOCIETY FOR TESTING ANDMATERIALSAWS AMERICAN WELDING SOCIETY

B BOTTOMB/ BOTTOM OFBB BOTTOM BARSBO BONDBLDG BUILDINGBLKG BLOCKINGBM BEAMBN BOUNDARY NAILBRG BEARINGBS BOTH SIDESBTWN BETWEEN

C CHANNELC/C CENTER TO CENTERCANT CANTILEVERCAP CAPACITYCF CUBIC FEETCHKD CHECKEDCI CONTRACTOR INSTALLEDCJ CONTRACTION/CONTROL JOINTCJP COMPLETE JOINT PENETRATIONCL CENTERLINECLR CLEARCLG CEILINGCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECRSI CONCRETE REINFORCING STEEL

INSTITUTECTR/CTR'D CENTER/CENTERED

d PENNY (NAIL SIZE)DBL DOUBLEDEG DEGREESDET DETAILDF DOUGLAS FIRDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISCONT DISCONTINUEDL DEAD LOADDN DOWNDo DITTODP DEEPDWG DRAWINGDWL DOWEL

(E) EXISTINGEA EACHEF EACH FACEEG FOR EXAMPLEEL/ELEV ELEVATIONEMBED EMBEDMENTEN EDGE NAILENGR ENGINEER

EQ EQUALEQUIP EQUIPMENTETC ET CETERAEW EACH WAYEWEF EACH WAY EACH FACE(E)/EXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

FF FINISHED FLOORFG FINISHED GRADEFH FULL HEIGHTFIN FINISHFL FLOORFLG FLANGEFN FACE NAILFND FOUNDATIONFO FACE OFFOM FACE OF MASONRYFOW FACE OF WALLFRMG FRAMINGFS FAR SIDEFTG FOOTING

GA GAUGEGALV GALVANIZEDGF GOVERNMENT FURNISHEDGR GRADEGRT GROUTGSN GENERAL STRUCTURAL NOTESGYP GYPSUM

HAS HEADED ANCHOR STUDSHD HANDHEF HORIZONTAL EACH FACEHIF HORIZONTAL INSIDE FACEHK HOOKHM HOLLOW METALHOF HORIZONTAL OUTSIDE FACEHORIZ HORIZONTALHP HIGH POINTHSS TUBE STEELHT HEIGHT

ID INSIDE DIAMETERIE THAT ISINFO INFORMATIONINT INTERIORINTERMED INTERMEDIATEINTERSECT INTERSECTIONINV INVERTIBC INTERNATIONAL BUILDING CODE

JST JOISTJT JOINT

L ANGLELBS POUNDSLG LONGLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATIONLONGIT/LONGL LONGITUDINALLP LOW POINTLT LEFTLWR LOWER

MACH MACHINEMAINT MAINTENANCEMAS MASONRYMAX MAXIMUMMB MACHINE BOLTMC CHANNELMCJT MASONRY CONTROL JOINTMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMHHW MEAN HIGHER HIGH WATERMLLW MEAN LOWER LOW WATERMNTG MOUNTINGMO MASONRY OPENINGMOD MODIFIEDMTL METAL

(N) NEWNIC NOT IN CONTRACTNO. NUMBERNOM NOMINALNS NEAR SIDENTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOPG OPENINGOPP OPPOSITEPEB PRE ENGINEERED BUILDINGPEMB PRE ENGINEERED METAL BLDGPL PLATEPLCS PLACESPLYWD PLYWOODPNL PANELPREFAB PREFABRICATEDPT POINT, PRESSURE TREATEDPVMT PAVEMENT

QTY QUANTITY

R/RAD RADIUSREF REFERENCEREINF REINFORCINGREQD REQUIREDRF ROOFRM ROOM

SCHED/SCH SCHEDULESEC SECTIONSF SQUARE FEETSHT SHEETSIM SIMILARSP SPACE/SPACESSPCG SPACINGSPEC SPECIFICATIONSSST STAINLESS STEELSTD STANDARDSTIFF STIFFENERSTL STEELSTRUCT STRUCTURALSYM SYMMETRICAL

T TOPT/ TOP OFT&B TOP AND BOTTOMTB TOP OF BARTHK THICKTOC TOP OF CONCRETETOS TOP OF STEELTYP TYPICAL

UBC UNIFORM BUILDING CODEUHMW ULTRA HIGH MOLECULAR

WEIGHTUNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTEDUPR UPPERUT ULTRASONIC TESTING

VEF VERTICAL EACH FACEVERT VERTICALVIF VERTICAL INSIDE FACEVOF VERTICAL OUTSIDE FACE

W/ WITHW OR WF WIDE FLANGE (BEAM)WGT WEIGHTW/O WITHOUTWP WORK POINTWS WATERSTOPWT TEE

& AND@ AT° DEGREEØ DIAMETER' FEET" INCHES# NUMBER± PLUS OR MINUS

1. ABBREVIATIONS ON THIS SHEET APPLY ONLY TO THESTRUCTURAL DRAWINGS, REFER TO OTHER DISCIPLINES FORAPPLICABLE SYMBOLS NOT PROVIDED HERE

2. THIS IS A STANDARD ABBREVIATION AND LEGEND SHEET,THEREFORE, SOME ABBREVIATIONS AND LEGEND SYMBOLS MAYAPPEAR ON THIS SHEET AND MAY NOT BE UTILIZED ON THISPROJECT

3. DO NOT SCALE DRAWINGS

CONCRETE IN SECTION

EARTH IN SECTION

GROUT IN SECTION

STEEL IN SECTION

VOID FORM IN SECTION

FOOTING

SLAB CONSTRUCTION JOINT

SLAB CONTROL JOINT

STRUCTURAL LEGEND

GENERAL SHEET NOTES


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GHD Inc.

NPT PRT

RMS CRL


STRUCTURAL SPECIAL INSPECTIONS

S0.2 11AS SHOWN

SPECIAL INSPECTIONSSECTION 1704.2, 1704.3 - STEEL

ITEM 1: TABLE 1704.3 - MATERIAL VERIFICATION OFHIGH-STRENGTH BOLTS, NUTS, AND WASHERS.

SCOPE:A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS

SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.

PERIODIC CONTINUOUS

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

PERIODIC CONTINUOUS

ITEM 2: TABLE 1704.3 - INSPECTION OF HIGH-STRENGTHBOLTING:

ITEM 3: TABLE 1704.3 - MATERIAL VERIFICATION OFSTRUCTURAL STEEL

ITEM 4: TABLE 1704.3 - MATERIAL VERIFICATION OFWELD FILLER MATERIALS.

AGENCY # (QUALIF.):

AGENCY # (QUALIF.):

PE/SEAGENCY # (QUALIF.):

AGENCY # (QUALIF.):

ITEM 6: TABLE 1704.3 - INSPECTION OF STEEL FRAME JOINTDETAILS FOR COMPLIANCE WITH APPROVEDCONSTRUCTION DOCUMENTS:

AGENCY # (QUALIF.):

AWS/AISC-SSI, ICC-SWSI

AWS/AISC-SSI, ICC-SWSI

AWS-CWI, ASNT

AGENCY # (QUALIF.):AWS-CWI, ASNT

ITEM 5:

TABLE 1704.3 - INSPECTION OF WELDING:

PE/SE

AGENCY # (QUALIF.):AWS-CWI, ASNT

THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED AS A CONDITIONFOR PERMIT ISSUANCE IN ACCORDANCE WITH THE SPECIAL INSPECTION ANDSTRUCTURAL TESTING REQUIREMENTS OF THE BUILDING CODE SECTIONS1704 AND 1705.

THIS STATEMENT OF SPECIAL INSPECTIONS ENCOMPASS THE FOLLOWINGDISCIPLINES:

STRUCTURAL SPECIAL INSPECTIONS PER 1704 AND 1705STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCESTRUCTURAL SPECIAL INSPECTIONS FOR WIND RESISTANCE

THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIALINSPECTIONS AND TEST REQUIRED. SPECIAL INSPECTORS WILL REFER TOTHE APPROVED PLANS, SPECIFICATIONS AND SHOP DRAWINGS FOR DETAILEDSPECIAL INSPECTION REQUIREMENTS. ANY ADDITIONAL TESTS ANDINSPECTIONS REQUIRED BY THE APPROVED PLANS AND SPECIFICATIONSWILL ALSO BE PERFORMED.

THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIREDBY OTHER SECTIONS OF THE BUILDING CODE. SPECIAL INSPECTION IS NOT ASUBSTITUTE FOR INSPECTION BY THE BUILDING OFFICIAL/CONTRACTINGOFFICER HAVING JURISDICTION OR CONTRACTING OFFICER.

THE SPECIAL INSPECTION COORDINATOR SHALL KEEP RECORDS OF ALLINSPECTIONS AND SHALL FURNISH INSPECTION REPORTS TO THE BUILDINGOFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLECHARGE. DISCOVERED DISCREPANCIES SHALL BE BROUGHT TO THEIMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF SUCHDISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL/OWNER'SREPRESENTATIVE AND THE REGISTERED DESIGN PROFESSIONAL INRESPONSIBLE CHARGE. THE SPECIAL INSPECTION PROGRAM DOES NOTRELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITIES.

INTERIM REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL ANDOWNER'S REPRESENTATIVE AND THE REGISTERED DESIGN PROFESSIONAL INRESPONSIBLE CHARGE IN ACCORDANCE WITH SECTION 1704.1.2.

A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING COMPLETION OFALL REQUIRED SPECIAL INSPECTIONS, TESTING AND CORRECTION OF ANYDISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR TOISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY PER SECTION 1704.1.2.THE FINAL REPORT WILL DOCUMENT THE REQUIRED SPECIAL INSPECTIONSAND CORRECTION OF DISCREPANCIES NOTED IN INSPECTIONS.

JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELYTHE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR IS REQUIRED TO COORDINATE ALL INSPECTIONS. THECONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND THESPECIAL INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO ANY SPECIALINSPECTIONS THAT ARE REQUIRED. THE CONTRACTOR SHALL NOTIFY THEOWNERS REPRESENTATIVE AND THE SPECIAL INSPECTOR A MINIMUM OF 48HOURS PRIOR TO ANY CONCRETE TO BE POURED.

THE INSPECTORS AND TESTING AGENCIES SHALL BE ENGAGED BY THEOWNER OR THE OWNER'S AGENT, AND NOT BY THE CONTRACTOR ORSUBCONTRACTOR WHOSE WORK IS TO BE INSPECTED OR TESTED PERSECTION 1704.1. ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THEBUILDING OFFICIAL/CONTRACTING OFFICER, PRIOR TO COMMENCING WORK.IF APPROPRIATE AGENTS ARE NOTED AS "TO BE DETERMINED (TBD), THEOWNER IS RESPONSIBLE TO COORDINATE THE ASSEMBLY OF A SPECIALINSPECTION TEAM. ALL SPECIAL INSPECTORS AND TESTING LABORATORIESSHALL BE SUBMITTED TO GHD AND THE BUILDING OFFICIAL/PORT'SREPRESENTATIVE FOR REVIEW.

SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THEAPPROVAL OF THE BUILDING OFFICIAL/OWNER'S REPRESENTATIVE ISSUBJECT TO REMOVAL OR EXPOSURE.

CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCEOF THE WORK UNLESS OTHERWISE SPECIFIED. WHEN WORK IN MORE THANONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BEPERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THEWORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED, IT IS THEAGENT’S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORSTO ASSURE THAT ALL THE WORK IS INSPECTED IN ACCORDANCE WITH THEPROVISIONS OF THE BUILDING CODE.

STATEMENT OF SPECIAL INSPECTIONS

THE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION AND TESTINGACTIVITIES ARE SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL. THE CREDENTIALS OFALL 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 ITAPPROPRIATE THAT THE INDIVIDUAL PERFORMING A STIPULATED TEST OR INSPECTION HAVE ASPECIFIC CERTIFICATION OR LICENSE AS INDICATED BELOW, SUCH DESIGNATION SHALL APPEARBELOW THE AGENCY NUMBER ON THE SCHEDULE.

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

PE/GE GEOTECHNICAL ENGINEER - A LICENSED GE OR PE SPECIALIZING IN SOIL MECHANICSAND FOUNDATIONS

EIT ENGINEER-IN-TRAINING - A GRADUATE ENGINEER WHO HAS PASSED THEFUNDAMENTALS OF ENGINEERING EXAMINATION

AMERICAN CONCRETE INSTITUTE (ACI) CERTIFICATION

ACI-CFTT CONCRETE FIELD TESTING TECHNICIAN - GRADE 1ACI-CCI CONCRETE CONSTRUCTION INSPECTORACI-LTT LABORATORY TESTING TECHNICIAN - GRADE 1&2ACI-STT STRENGTH TESTING TECHNICIAN

AMERICAN WELDING SOCIETY (AWS) CERTIFICATION

AWS-CWI CERTIFIED WELDING INSPECTORAWS/AISC-SSI CERTIFIED STRUCTURAL STEEL INSPECTOR

INTERNATIONAL CODE COUNCIL (ICC) CERTIFICATION

ICC-SMSI STRUCTURAL MASONRY SPECIAL INSPECTORICC-SWSI STRUCTURAL STEEL AND WELDING SPECIAL INSPECTORICC-SFSI SPRAY-APPLIED FIREPROOFING SPECIAL INSPECTORICC-PCSI PRESTRESSED CONCRETE SPECIAL INSPECTORICC-RCSI REINFORCED CONCRETE SPECIAL INSPECTOR

QUALIFICATIONS OF INSPECTORS AND TESTING TECHNICIANS

SCHEDULE OF INSPECTION AND TESTING AGENCIES

THIS STATEMENT OF SPECIAL INSPECTIONS / QUALITY ASSURANCE PLANINCLUDES THE FOLLOWING BUILDING SYSTEMS:

SOILS AND FOUNDATIONS WOOD CONSTRUCTIONCAST-IN-PLACE CONCRETE MECHANICAL & ELECTRICAL SYSTEMSPRECAST CONCRETE ARCHITECTURAL SYSTEMSMASONRY LEVEL 1 STRUCTURAL STEELMASONRY 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 TBD

6. OTHER TBD

SCOPE:A. BEARING-TYPE CONNECTIONS.

PERIODIC CONTINUOUS

B. SLIP-CRITICAL CONNECTIONS.

PERIODIC CONTINUOUS

SCOPE:A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS

SPECIFIED IN THE APPROVED DOCUMENTS.

PERIODIC CONTINUOUS

B. MANUFACTURER'S MILL TEST REPORTS.

PERIODIC CONTINUOUS

SCOPE:A. IDENTIFICATION MARKINGS TO CONFORM TO AWS DESIGNATION

LISTED IN THE WPS.

PERIODIC CONTINUOUS

B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

PERIODIC CONTINUOUS

SCOPE:STRUCTURAL STEEL

A. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS.

PERIODIC CONTINUOUS

B. MULTIPASS FILLET WELDS.

PERIODIC CONTINUOUS

C. SINGLE-PASS FILLET WELDS > 5/16".

PERIODIC CONTINUOUS

D. SINGLE-PASS FILLET WELDS <= 5/16".

PERIODIC CONTINUOUS

VISUAL INSPECTION

WELDING INSPECTORS SHALL VISUALLY INSPECT AND MARK WELDS,INCLUDING FILLET WELD END RETURNS AS NOTED ABOVE.

VERIFY VALID WELDER'S CERTIFICATES.

NONDESTRUCTIVE TESTINGTEST LOCATIONS SHALL BE SELECTED BY THE WELDING INSPECTOR AND APPROVEDBY THE PORT'S REPRESENTATIVE. IF MORE THAN 20 PERCENT OF WELDS MADE BY AWELDER CONTAIN DEFECTS IDENTIFIED BY TESTING, THEN ALL WELDS MADE BY THATWELDER SHALL BE TESTED BY RADIOGRAPHIC OR ULTRASONIC TESTING, ASAPPROVED BY THE PORT'S REPRESENTATIVE. WHEN ALL WELDS MADE BY ANINDIVIDUAL WELDER ARE REQUIRED TO BE TESTED, MAGNETIC PARTICLE TESTINGSHALL BE USED ONLY IN AREAS INACCESSIBLE TO EITHER RADIOGRAPHIC ORULTRASONIC TESTING. RETEST DEFECTIVE AREAS AFTER REPAIR.

PROVIDE THE FOLLOWING TYPES AND NUMBER OF TESTS:1. RADIOGRAPHIC OR ULTRASONIC: 100 % OF FULL AND PARTIAL PENETRATION

WELDS2. MAGNETIC PARTICLE: 10% OF ALL FILLET WELDS

SCOPE:INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCEWITH APPROVED CONSTRUCTION DOCUMENTS:

A. DETAILS SUCH AS BRACING AND STIFFENING.

PERIODIC CONTINUOUS

B. MEMBER LOCATIONS.

PERIODIC CONTINUOUS

C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION.

PERIODIC CONTINUOUS

ITEM 7: SECTION 1704.2.1 - INSPECT FABRICATORSFABRICATION AND QUALITY CONTROL PROCEDURES.

PERIODIC CONTINUOUS

AGENCY # (QUALIF.):ACI-CCI, ICC-RCSI

AGENCY # (QUALIF.):AWS-CWI



AGENCY # (QUALIF.):ACI-CFTT, ACI-STT




TABLE 1704.7 - INSPECTION OF SOILSAGENCY # (QUALIF.):PE/GE

AGENCY # (QUALIF.):PE/GE




TABLE 1704.4 - CONCRETE

ITEM 1: INSPECTION OF REINFORCING STEEL ANDPLACEMENT.

PERIODIC CONTINUOUS

ITEM 2: INSPECTION OF REINFORCING STEEL WELDING INACCORDANCE WITH TABLE 1704.3, ITEM 5B.

PERIODIC CONTINUOUS

ITEM 3: INSPECT BOLTS TO BE INSTALLED IN CONCRETEPRIOR TO AND DURING PLACEMENT OF CONCRETE

PERIODIC CONTINUOUS

ITEM 4: VERIFYING USE OF REQUIRED DESIGN MIX.

PERIODIC CONTINUOUS

ITEM 5: AT TIME FRESH CONCRETE IS SAMPLED TOFABRICATE SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP AND AIR CONTENT TESTS ANDDETERMINE THE TEMPERATURE OF THE CONCRETE.

PERIODIC CONTINUOUS

ITEM 6: INSPECTION OF CONCRETE PLACEMENT FORPROPER APPLICATION TECHNIQUES.

PERIODIC CONTINUOUS

ITEM 7: INSPECTION FOR MAINTENANCE OF SPECIFIEDCURING TEMPERATURE AND TECHNIQUES.

PERIODIC CONTINUOUS

ITEM 8: INSPECT FORMWORK FOR SHAPE, LOCATION, ANDDIMENSIONS OF THE CONCRETE MEMBER BEINGFORMED.

PERIODIC CONTINUOUS

TABLE 1704.8 - PILE FOUNDATIONSAGENCY # (QUALIF.):PE/GE




ITEM 1: VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATETO ACHIEVE THE DESIRED BEARING CAPACITY.

PERIODIC CONTINUOUS

ITEM 2: VERIFY EXCAVATIONS ARE EXTENDED TO PROPERDEPTH AND HAVE REACHED PROPER MATERIAL.

PERIODIC CONTINUOUS

ITEM 3: PERFORM CLASSIFICATION AND TESTING OFCONTROLLED FILL MATERIALS. PERFORM SIEVE TESTS(ASTM D422 & D1140); ATTERBERG LIMIT TEST (ASTMD4318) AND MODIFIED PROCTOR TESTS (ASTM D1557)OF EACH SOURCE OF FILL MATERIAL.

PERIODIC CONTINUOUS

ITEM 4: VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFTTHICKNESS DURING PLACEMENT AND COMPACTION OFCONTROLLED FILL. TEST DENSITY OF EACH LIFT OF FILLBY NUCLEAR METHODS (ASTM D6938) OR SAND CONE(ASTM D1556). VERIFY EXTENT AND SLOPE OF FILLPLACEMENT. VERIFY COMPACTION OF FILL ANDBACKFILL MATERIAL TO 95 PERCENT OF ASTM D 1557.TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONSEVERY 1000 SQUARE FEET OF FILL OR 50 LINEAR FOOT OFWALL OR CONTINUOUS FOOTING, WHICHEVER ISGREATER. PERFORM A MINIMUM OF ONE TEST PERISOLATED FOOTING. PERFORM 3 TEST MINIMUM PER LIFT.

PERIODIC CONTINUOUS

ITEM 5: PRIOR TO PLACEMENT OF CONTROLLED FILL,OBSERVE SUBGRADE AND VERIFY THAT SITE HASBEEN PREPARED PROPERLY.

PERIODIC CONTINUOUS

NOTES: SEE GENERAL STRUCTURAL NOTES AND/OR BIDDOCUMENTS FOR REFERENCE GEOTECHNICALREPORT.

ITEM 1: VERIFY PILE MATERIALS, SIZES AND LENGTHSCOMPLY WITH THE REQUIREMENTS.

PERIODIC CONTINUOUS

ITEM 2: OBSERVE DRIVING OPERATIONS AND MAINTAINCOMPLETE AND ACCURATE RECORDS FOR EACH PILE.

PERIODIC CONTINUOUS

ITEM 3: VERIFY LOCATIONS OF PILES AND THEIR PLUMBNESS.

SCOPE:A. GROUT SPACE IS CLEAN.

PERIODIC CONTINUOUS

B. PLACEMENT OF REINFORCEMENT AND CONNECTORS ANDPRESTRESSING TENDONS AND ANCHORAGES.

PERIODIC CONTINUOUS

ITEM 5: FOR STEEL PILES, PERFORM ADDITIONALINSPECTIONS IN ACCORDANCE WITH SECTION 1704.3.

PERIODIC CONTINUOUSSAMPLING

COLLECT SAMPLES OF FRESH CONCRETE TO PERFORM TESTS SPECIFIED INACCORDANCE WITH ASTM C 172. COLLECT SAMPLES IN ACCORDANCE WITH ASTM C31/C 31M FOR MAKING TEST SPECIMENS.

TESTING

SLUMP TESTSPER ASTM C 143/C 143M. TAKE CONCRETE SAMPLES DURING CONCRETE PLACEMENT.THEMAXIMUM SLUMP MAY BE INCREASED AS SPECIFIED WITH THE ADDITION OF ANAPPROVED ADMIXTURE PROVIDED THAT THE WATER-CEMENT RATIO IS NOT EXCEEDED.PERFORM TESTS AT COMMENCEMENT OF CONCRETE PLACEMENT, WHEN TESTCYLINDERS ARE MADE, AND FOR EACH BATCH (MINIMUM) OR EVERY 20 CUBICYARDS (MAXIMUM) OF CONCRETE.

TEMPERATURE TESTSTEST THE CONCRETE DELIVERED AND THE CONCRETE IN THE FORMS. PERFORMTESTSIN HOT OR COLD WEATHER CONDITIONS BELOW 50 DEGREES F AND ABOVE 80DEGREES F) FOR EACH BATCH (MINIMUM) OR EVERY 20 CUBIC YARDS (MAXIMUM) OFCONCRETE, UNTIL THE SPECIFIED TEMPERATURE IS OBTAINED, AND WHENEVER TESTCYLINDERS AND SLUMP TESTS ARE MADE.

COMPRESSIVE STRENGTH TESTSASTM C 39/C 39M. MAKE FIVE TEST CYLINDERS FOR EACH SET OF TESTS INACCORDANCE WITH ASTM C 31/C 31M. TAKE PRECAUTIONS TO PREVENT EVAPORATIONAND LOSS OF WATER FROM THE SPECIMEN. TEST TWO CYLINDERS AT 7 DAYS, TWOCYLINDERS AT 28 DAYS, AND HOLD ONE CYLINDER IN RESERVE. TAKE SAMPLES FORSTRENGTH TESTS OF EACH MIX DESIGN OF CONCRETE PLACED EACH DAY NOT LESSTHAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 160 CUBIC YARDS OFCONCRETE, NOR LESS THAN ONCE FOR EACH 5400 SQUARE FEET OF SURFACE AREAFOR SLABS OR WALLS. FOR THE ENTIREPROJECT, TAKE NO LESS THAN FIVE SETS OF SAMPLES AND PERFORM STRENGTHTESTSFOR EACH MIX DESIGN OF CONCRETE PLACED. EACH STRENGTH TEST RESULT MUSTBETHE AVERAGE OF TWO CYLINDERS FROM THE SAME CONCRETE SAMPLE TESTED AT 28DAYS. IF THE AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TEST RESULTS ISLESS THAN F'C OR IF ANY STRENGTH TEST RESULT FALLS BELOW F'C BY MORE THAN450 PSI, TAKE A MINIMUM OF THREE ASTM C 42/C 42M CORE SAMPLES FROM THEIN-PLACE WORK REPRESENTED BY THE LOW TEST CYLINDER RESULTS AND TEST.CONCRETE REPRESENTED BY CORE TEST IS CONSIDERED STRUCTURALLY ADEQUATEIFTHE AVERAGE OF THREE CORES IS EQUAL TO AT LEAST 85 PERCENT OF F'C AND IF NOSINGLE CORE IS LESS THAN 75 PERCENT OF F'C. RETEST LOCATIONS REPRESENTEDBY ERRATIC CORE STRENGTHS. REMOVE CONCRETE NOT MEETING STRENGTHCRITERIAAND PROVIDE NEW ACCEPTABLE CONCRETE. REPAIR CORE HOLES WITH NONSHRINKGROUT. MATCH COLOR AND FINISH OF ADJACENT CONCRETE.

AIR CONTENTPER ASTM C 173/C 173M OR ASTM C 231 FOR NORMAL WEIGHT CONCRETE . TESTAIR-ENTRAINED CONCRETE FOR AIR CONTENT AT THE SAME FREQUENCY ASSPECIFIED FOR SLUMP TESTS.


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1 RAMP '3' PLANSCALE: 1" = 5'

RAMPS '2' AND '3' PLAN AND PROFILE

S1.1 12AS SHOWN

CONCRETELANDING

0 10'5'

PLATFORM 'C'

MATCH EXISTING GRADE

ABUTMENT 'D'

RAMP '3' SEE SHEET S2.2 FORFRAMING PLAN

MATCHLINE 'A'

2 RAMP '2' PLANSCALE: 1" = 5' 0 10'5'

CL ALIGNMENT

MATC

HLIN

E 'A'

MATCHLINE SEE SHEET S1.2

PLATFORM 'B'

PLATFORM 'C'

RAMP '2' SEE SHEET S2.2 FORFRAMING PLAN CL ALIGNMENT

1

S3.1

1S3.2

2S3.1

A S2.2

3S3.12

S3.1

1S3.2

1S3.2

A S2.2

81'-5"

81'-5"5'-

0"5'-

0"

5'-1"

7'-81 4"

5'-1"7'-8 14 "

5'-1"5'-11 58 "


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RAMP '1' AND GANGWAY PLAN AND PROFILE

S1.2 13AS SHOWN

PLATFORM 'B'

PLATFORM 'A'

3

S3.1

MATC

HLIN

E SEE

SHEE

T S1.1

A S2.1 RAMP '1' SEE SHEET S2.1FOR FRAMING PLAN

1

S3.2

4

S3.1

BENCH

CL ALIGNMENT

1 RAMP '1' PLANSCALE: 1" = 5' 0 10'5'

PLATFORM 'A'4

S3.1

A S2.3 GANGWAY SEE SHEET S2.3

FOR FRAMING PLAN

DS2.3

CL ALIGNMENT

2 GANGWAY PLANSCALE: 1" = 5' 0 10'5'

SEE GANGWAY PLAN BELOW

1

S3.2

1S3

.2

BENCH

3S3.2

30'-478"

5'-1"5'-11 58 "

5'-3"6'-1 78 "

5'-818 "

7'-3"

5'-3"

6'-17 8"

5'-81 8"

7'-3"

±40' CONTRACTOR TO VERIFY

EQ.

EQ.

EXISTING BREAKWATERSEE DETAIL 5 ON SHEET S3.1

30'

1 RAMP '1' BOTTOM CHORD FRAMING PLANSCALE: 1/4"=1'-0"

0 8'4'2'

7'-10

"

2 RAMP '1' DECK FRAMING PLANSCALE: 1/4"=1'-0"

2" FRP DECKING, TYP

ALUMINUM TUBES,TOP & BOTTOM CHORD

5'-8"

RT ALUMINUM TUBES, TYP

7'-10

"

ALUMINUM TUBES,TYP EACH END

ALUMINUM TUBES,TYP BOTTOM CHORD

ALUMINUM TUBES,TYP BOTTOM BRACE

RT TYP BOTTOMCHORD BELOW

ALUMINUM TUBES TIEBEAM, TYP EA BAY

VERTICAL RTALUMINUM TUBES

(4) ALUMINUM TUBES,TYP ABOVE CROSS TIES

℄

℄

℄

℄

3 RAMP '1' ELEVATIONSCALE: 1/4"=1'-0"

0 8'4'2'

0 8'4'2'

(4) ALUMINUM TUBES,TYP ABOVE CROSS TIES

CABLE RAILS. QTY AND SIZETO BE DETERMINED BY AFTR

8'-2"

5'-8"

3'-2"

ALUMINUMTRUSS BRIDGE

2" FRP DECKING

HANDRAIL

GUARDRAIL

7'-0"

(SEE NOTE 1)EA SIDE

ALUMINUM TUBES EASIDE (SEE NOTE 1)

ALUMINUM TUBES(SEE NOTE 1)

A RAMP CROSS SECTIONSCALE: 1/2"=1'-0"

ALUMINUM TUBESALUMINUM TUBES

1. GANGWAY SHALL BE DESIGNED BY CONTRACTOR, WITH CALCULATIONS AND SHOPDRAWINGS PREPARED BY A PROFESSIONAL ENGINEER LICENCED IN THE STATE OFWASHINGTON, FOR REVIEW AND APPROVAL.

2. ALUMINUM ROUND PIPES AND ANGLES SHALL CONFORM TO ASTM 6061-TR. SQUARETUBES SHALL CONFORM TO ASTM 6063-T52. PLATES TO CONFORM TO ASTM-6061-T651.

3. ALL WELDS SHALL BE FULL PENETRATION LUG TYPE WELDS USING S356 FILLER ANDSHALL BE PERFORMED BY AWS CERTIFIED WELDERS.

4. CAP ALL END OF TUBES AND GRIND SMOOTH.

5. UHMW INDICATES ULTRA HIGH MOLECULAR WEIGHT POLYTENYLENE.

6. ISOLATOR MEMBRANE/SHIM SHALL BE PROVIDED AT STEEL/ALUMINUM ANDCONCRETE/ALUMINUM INTERFACES.

7. DECKING SHALL BE 2" FIBERGLASS HIGH LOAD CAPACITY GRATINGS PROVIDED BY"GRATING PACIFIC" OR APPROVED EQUAL. RECYCLE DECKING PRODUCTS AREENCOURAGED. DECKING AND MANUFACTURER TO BE APPROVED BY PROJECTENGINEER ON RECORD.

8. OPENINGS IN GUARDRAIL SHALL NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETERSPHERE.

9. GANGWAY AND TRANSITION PLATES SHALL BE DESIGNED TO SUSTAIN A 100 PSFUNIFORM LIVE LOAD WITHIN L/240 DEFLECTION. LIVE LOAD TRANSFERRED TOFLOATING DOCK SHALL BE BASED ON A 50 PSF UNIFORM LIVE LOAD.

10. GUARDRAIL SHALL BE DESIGNED TO SUSTAIN A 50 POUND PER LINEAR FOOT LOADAPPLIED HORIZONTALLY ALONG THE CENTERLINE OF TOP RAIL, AND A 200 POUNDPOINT LOAD APPLIED VERTICALLY AT ANY POINT ALONG THE LENGTH OF ANY POINTALONG THE LENGTH OF ANY HORIZONTAL GUARDRAIL, INCLUDING THE TOP RAIL,HANDRAIL, AND ANY MID-RAILS.

11. GANGWAY AND TRANSITION PLATE WALKING SURFACES MUST HAVE A DURABLERIBBED, NON-SKID SURFACE TO PROVIDE TRACTION, ESPECIALLY WHEN WET.

12. GANGWAY TO BULKHEAD CONNECTION SHALL BE DESIGNED TO MATE UP WITH THECURVED FACE OF EXISTING BULKHEAD AND SHALL NOT COMPROMISE THESTRUCTURAL INTEGRITY OF THE BULKHEAD.

13. GANGWAY CONNECTION TO CONCRETE PLATFORM SHALL BE DESIGNED BY THEMANUFACTURER AND SUBMITTED TO ENGINEER OF RECORD FOR REVIEW ANDAPPROVAL.

14. ANCHOR BOLT SHALL BE INSTALLED TO MANUFACTURERS SPECIFICATIONS AND BEINSTALLED WITH SUFFICIENT EDGE DISTANCE SO AS NOT TO COMPROMISE THEINTEGRITY OF THE CONCRETE BULKHEAD.

15. GANGWAY WALKING SURFACE AND BULKHEAD CONNECTION SHALL NOT CREATE ATRIPPING HAZARD FOR PEDESTRIANS, AND SHALL MAINTAIN A MAXIMUM CHANGE OF1/2 INCH, WITH CHANGES OF LEVEL EXCEEDING 1/4 INCH BE BEVELED.

16. GANGWAY DETAILS SHOWN ON THESE DRAWINGS ARE FOR MANUFACTURER'SINFORMATION ONLY. MANUFACTURER SHALL REVISE ANY OF THE DETAILS SHOWN ONTHESE DRAWINGS TO MEET BUILDING CODE REQUIREMENTS.

PRE-FABRICATED RAMPS AND GANGWAY NOTES:


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RAMP '1' PLAN AND SECTIONS

S2.1 14AS SHOWN

A S2.1

81'-0"

RT4x8x14,

TYP BOTTOM CHORD

7'-10

"

℄RT4x4x3

8,TYP BOTTOM BRACE

0 8'4'2'1 RAMP '2' AND '3' BOTTOM CHORD FRAMING PLAN

SCALE: 1/4"=1'-0"

0 8'4'2'3 RAMP '2' AND '3' ELEVATIONSCALE: 1/4"=1'-0"

RT4x8x14,

TYP EACH END

RT4x8x14,

TYP BOTTOM CHORD BELOW

7'-10

"

RT4x4x38 TIE BEAM, TYP EA BAY

0 8'4'2'2 RAMP '2' AND '3' BOTTOM CHORD FRAMING PLAN

SCALE: 1/4"=1'-0"

VERTICAL RT4x4x38, TYP EA BAY

2" FRP DECKING, TYP

(4) RT4x4x38, TYP ABOVE CROSS TIES

RT4x8x14

TOP & BOTTOM CHORD

5'-8"

RT4x4x38, TYP

℄

℄

℄

SUPPLEMENTARY CABLE RAILS SIZE AND QTYTO BE DETERMINED BY GANGWAY MFTR

8'-2"

5'-8"

3'-2"


2" FRP DECKING

HANDRAIL

GUARDRAIL

7'-0"

(SEE NOTE 1)EA SIDE






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RAMPS '2' AND '3' PLAN AND SECTIONS

S2.2 15AS SHOWN

A S2.2

NOTE:PROVIDE CAMBER FOR DEAD AND LIVE LOADS

30'-2"5'-0"15'-2"

5"

5'-0"

5"


















81'-0"

RT4x8x14,

TYP BOTTOM CHORD

7'-10

"℄

RT4x4x38,

TYP BOTTOM BRACE

0 8'4'2'1 GANGWAY BOTTOM CHORD FRAMING PLAN

SCALE: 1/4"=1'-0"

0 8'4'2'3 GANGWAY ELEVATIONSCALE: 1/4"=1'-0"

RT4x8x14,

TYP EACH END

RT4x8x14,

TYP BOTTOM CHORD BELOW

7'-10

"

RT4x4x38 TIE BEAM, TYP EA BAY

0 8'4'2'2 GANGWAY BOTTOM CHORD FRAMING PLAN

SCALE: 1/4"=1'-0"

VERTICAL RT4x4x38, TYP EA BAY

2" FRP DECKING, TYP

(4) RT4x4x38, TYP ABOVE CROSS TIES

RT4x8x14

TOP & BOTTOM CHORD

5'-8"

RT4x4x38, TYP

℄

℄

℄

8'-2"

5'-8"

3'-2"


2" FRP DECKING

HANDRAIL

GUARDRAIL

7'-0"

(SEE NOTE 1)EA SIDE





DOCK WALKING SURFACE

WEARING SKID PLATE SIZED TO SUPPORTGANGWAY AND TRANSITION PLATE OVERRANGE OF DESIGN WATER LEVELS

3/8" THICK MIN TRANSITIONPLATE WITH TREAD SURFACE AT3H:1V MAX SLOPE

GANGWAY WALKING SURFACETRANSITION PLATE HINGEFLUSH W/ WALKING SURFACE

GANGWAY WHEEL ON SKID PLATE

PLATE SUPPORT

D GANGWAY TRANISITION PLATE ON EXIST. BREAKWATER DETAILSCALE: 3/4"=1'-0"


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GANGWAY PLAN AND SECTIONS

S2.3 16AS SHOWN

A S2.3NOTE:

PROVIDE CAMBER FOR DEAD AND LIVE LOADS


















NOTE:SEE SHEET S4.1 FOR ADDITIONAL INFORMATION.

35


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1 ABUTMENT 'D' PLANSCALE: 1/4" = 1'-0"

PLATFORM PLANS

S3.1 17AS SHOWN

NEW CONCRETE LANDING TRANSITION FROMRAMP TO TOP OF EXISTING PATHWAY

2 PLATFORM 'C' PLANSCALE: 1/4" = 1'-0"0 8'4'2' 0 8'4'2'

1S3.2

3 PLATFORM 'B' PLANSCALE: 1/4" = 1'-0" 4 PLATFORM 'A' PLAN

SCALE: 1/4" = 1'-0"0 8'4'2' 0 8'4'2'

MATCH EXISTING TOP OF CONCRETE ELEVATION

1

S3.2

1

S3.2

1S3

.2

5 EXISTING BREAKWATER PLANSCALE: 1/4" = 1'-0" 0 8'4'2'

EXISTINGBREAKWATER

DS2.3

4'-21 4"

4'-2 14 "

10'

12'-9 14 "12'-9

1 4"

10'

7'-418"

7'-41

8"

9'-25 8"

11'-0 58 "

11'-0 58 "

140°35'

99°2'

120°28' 120°28'

140°

35'

98°57'

118°

29'

109°52'

131°39'

131°

39'

109°52'

PREFABRICATED RAMP

GANGWAY

GANGWAY

155°42'

90°0'

90°0

'

90°0'

114°18'

547'-414 "

ABUTMENT 'D ANDCONCRETE GRADE WALL

SEE DETAIL 1 ON SHEET S3.3EXISTING TOP OF SLOPE

RIP RAP ARMORED BANKCONTRACTOR TO RESTORE EXISTING SLOPE TO

EXISTING CONDITIONS IF EXCAVATION IS NEEDEDTO CONSTRUCTION ABUTMENT 'D'

USE EXISTING RIPRAP AND MATCH EXISTINGTHICKNESS

PLACE TOPSOIL TO GRADESSHOWN ON SHEET C1.2 ANDPROVIDE 3" BARKDUST TOPPING

118°29' 8'-73

8"

13'-11 14 "

1'-71 2" 12'-111 8"

9'-91 4"

#6 @ 9" OC TOP & BOTTOM


10'-314"

5'

TEST PILE

TEST PILE

TEST PILE

TEST PILE2 #6 (T&B) EDGE BARS

AROUND (TYP)

LANDSCAPED AREA (TOP SOIL)

AS3.3

BS3.3

PREFABRICATED RAMP

PREFABRICATED RAMP

PREFABRICATED RAMP

PREFABRICATED RAMP

5'

CONSTRUCTION NOTES1. CENTER OF ALL STEEL PILES TO BE 1'-6" FROM FACE OF CONCRETE.

TYPICAL EACH PILE CAP/PLATFORM.

2 #6 (T&B) EDGE BARSAROUND (TYP)

2 #6 (T&B) EDGE BARSAROUND (TYP)

PREFABRICATED RAMP

#4 STIRRUPS AT 9"O.C.AROUND (TYP)



1S3.2

1S3

.2


ROLLER GUIDEBOTH SIDES

WEARING SKID PLATESTYP 4 LOCATIONS

TRANSITION PLATEBY GANGWAY

MANUFACTURER

1

S3.2

TYPICAL PLATFORM SECTION VIEWSCALE: 3/4" = 1'-0"

#6 AT 9" OC, TOP & BOTTOMEACHWAY

5,000 PSI CONCRETEPILE PLUG

2'-0"

(TYP

.)

1'-6" MIN. SEE PLAN

1 1 2" C

LR.

RAMP AND GANGWAYMANUFACTURER TO SUBMIT

ANCHORING DETAIL FORREVIEW & APPROVAL(TYP.ALL LOCATIONS)

1'-6" MIN. SEE PLAN

1 1 2" C

LR.

1" 1"

#6 @ 9" T. & B. W/ STD. 90°HOOKS AT EACH END

#4 SPIRAL TIES W/ 1.5 TURNSAT TOP

1'-3"

MIN

EXTEND #4 SPIRALTIE INTO CAP

1"

2'-0"

#4 SEISMIC TIES, ALTERNATEHOOK DIRECTION

#4 STIRRUPS @ 9" O.C., START ATFACE OF PILE

3" C

L, TY

P

#4 SPIRAL W/ 3" PITCH, 1.5 TURNSTOP @ BOTTOM

(8) 2 x #8 BUNDLEDHEADED BARS

1 12" CL

18" Ø SCH 80STEEL PIPE PILE

NOTE:BEAM REINFORCEMENT SHALL BECONTINUOUS AROUND PILE CAPPERIMETER. LAP TOP BARS AT CENTERSPAN BETWEEN PILES AND BOTTOM BARSACROSS TOP OF PILE.

PILE PLUG

4'-0"

STAGGER HEADED BARS VERTICALLY. INSIDE BARSEVEN WITH TOP REINFORCEMENT. OUTSIDE BARS 3"

LOWER

#4 SPIRAL TIES W/ 1.5 TURNSAT BOT

BS3.2

TYPICAL EDGE BEAM SECTIONSCALE: 3/4" = 1'-0"

AS3.2

PILE PLUG SECTIONSCALE: 3/4" = 1'-0"

A

S3.2

18" DIA. SCHEDULE 80 PIPE PILEWITH CONCRETE PLUG, SEEDETAILS THIS SHEET

5,000 PSI CONCRETEPILE PLUG

BS3.2


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PLATFORM SECTIONS

S3.2 18

W. JAJOU

AS SHOWN

2 #6 T&B


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ABUTMENT 'D' DETAILS

S3.3 19AS SHOWN

1

S3.3

ABUTMENT 'D' PLANSCALE: 3/4" = 1'-0"

A

S3.3

ABUTMENT 'D' SECTION 'A'SCALE: 3/4" = 1'-0"

1'-0"

6"

3'-0"

2'-6"

COLD JOINTWITH SEALANT

1'-6"

#5 TIE HOOKS @ 12" O.C.

#5 @ 12" EACH WAY

COMPACTED GRAVEL FORCONCRETE PAVEMENT

#8 @ 6" O.C.

2-12"X12" PRESTRESSEDCONCRETE PILES W/ 8-1/2" DIA.270-K LOW RELAX STRANDS.

RESTORE SHORELINE RIPRAP ASREMOVED FOR CONSTRUCTION OFTHE FOUNDATION

B

S3.3

ABUTMENT 'D' SECTION 'B'SCALE: 3/4" = 1'-0"

10'-0"

6"

STRUCTURAL FILLTO MEET GRADES

COMPACTED GRAVEL FORCONCRETE PAVEMENT

MATCH EXISTING GRADE

2'-0"

MAX

.

3"

3"

3"

11

11

11

FINISHED GRADE

AS3.3

SLOPESLOPE

SEE SHEET DETAIL 2 ONSHEET C1.2 FOR GRADES

(2) #5 CONT. TOP AND BOTTOM

BS3.3

#8 AS SHOWN

SLOPE

1'-6"

#5 BARS AT 12" O.C.EACH WAY


STRUCTURAL FILLTO MEET GRADES


1'-6"

#5 BARS AT 12" O.C.

#5 BARS AS SHOWN

#5 @ 12" EACH WAY

9'-934" 2'-6" 2'-6"

9'-934" 2'-6" 2'-6"

10'-0

"

1'-0"

TYP

.

RAMP AND GANGWAYMANUFACTURER TO SUBMITANCHORING DETAIL FORREVIEW & APPROVAL(TYP. ALL LOCATIONS)


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RAMP BEARING AND TRANSITION PLATE DETAILS

S4.1 20AS SHOWN

1

S4.1

HINGED END SUPPORT DETAILNTS

3

S4.1

SLIDING END SUPPORT DETAILNTS

2

S4.1

HINGED END SUPPORT DETAIL CLOSE-UPNTS

FOR REFERECNE ONLYMANUFACTURER OF THE PREFABRICATED RAMPS AND GANGWAY

SHALL SUBMIT ANCHORING DETAIL FOR REVIEW & APPROVALINCLUDING CALCULATIONS (TYP. ALL LOCATIONS)

TRANS

5 10

10

37

36

35

34

38

39

39

39

38

37

5

10

15

20

25

30

35

40

5

10

15

20

25

30

35

40 10

15

20

25

30

35

40

ELECTRICAL PLAN

E1.1 21AS SHOWNThis document shall not be used forconstruction unless signed and sealed forconstruction. Sheet No.

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RIC

HARD P . GUGG

I ANA

STAT

E OF WASHINGTON

REG I STERED


EER

SAVE AND PROTECTEXISTING POWER POLE

SAVE AND PROTECT EXISTINGSOLDIER PILE WALL

SAVE AND PROTECTEXISTING BREAKWATER

SAVE AND PROTECTEXISTING BOAT DOCK

SAVE AND PROTECTEXISTING TRANSFORMER

AND METER

MATC

HLIN

E 'A

'

MATC

HLIN

E 'A

'

EXISTINGVIEWING

PLATFORM

2 ELECTRICAL SITE PLANSCALE: 1"=20'

3 ELECTRICAL SITE PLANSCALE: 1"=20'

0 40'20'10'

N

336 KCMIL TRIPLEX (2 SETS)

PROVIDE 3" RISER CONDUIT TO TRANSITIONBETWEEN OVERHEAD CIRCUITS AND

SURFACE-MOUNTED CONDUIT

(3) 500 kcmil, (1) #1 GND IN 3" CONDUIT.ROUTE CONDUIT TIGHT TO CURB.

EXISTING POWER PEDESTAL 650A/50A






PANEL A75KVA, 600V:240/120VSTEP-DOWN TRANSFORMERWITH FIBERGLASS SHELTER

(3) 500 KCMIL, (1) #1 GND IN 3-1/2" CONDUITROUTE CONDUITS TIGHT TO RAIL.

REMOVE EXISTING 200A METER AND MAIN BREAKER. PROVIDE 400AMETERING CABINET AND METER SOCKET PER CLARK PUBLIC UTILITIES

STANDARDS PROVIDE 400A MAIN BREAKER IN NEMA 3R ENCLOSURE.PROVIDE 3" RIGID CONDUIT SERVICE WEATHERHEAD. PROVIDE

GROUNDING CONDUCTOR BETWEEN (E) GROUND ROD AND SERVICEDISCONNECT PER CLARK PUBLIC UTILITIES STANDARDS.

75KVA, 600V:240/120VSTEP-DOWN

TRANSFORMER WITHFIBERGLASS SHELTER

GENERAL NOTES1. COORDINATE WITH CLARK PUBLIC UTILITIES FOR UPGRADED ELECTRICAL SERVICE.

2. PROVIDE NW ELECTRICAL SERVICE EQUIPMENT PER CLARK PUBLIC UTILITIES STANDARDS.

3. PROVIDE OVERHEAD DISTRIBUTION FROM SERVICE ENTRANCE TO FLOATING DOCK(BREAKWATER).

4. PROVIDE WIRING IN CONDUIT ON FLOATING DOCK (BREAKWATER).

5. PROVIDE POWER PEDESTALS ON FLOATING DOCK WITH RECEPTACLE RATINGS AS NOTED.

6. SEE CONDUIT SCHEDULE FOR CONDUIT AND WIRE SIZING.

7. EXTEND (E) PARK LIGHTING CIRCUIT ((2) #12 AWG, (1) #12 GHD) TO RAMP LIGHTS.

8. SOLAR POWERED BOLLARD LIGHTS TO BE PLB SERIES MANUFACTURED BY FIRST LIGHTTECHNOLOGIES. INSTALL PER MANUFACTURERS RECOMMENDATION AND INSTRUCTIONS.

NEW POWER, LIGHTING ANDWATER PEDESTAL 8

30A

NEW POWER, LIGHTING ANDWATER PEDESTAL 730A

60' 60' 60' 60' 60' 60' 60' 22'-1/2"15'





30A



55'

1 ELECTRICAL RAMP LIGHTING PLANSCALE: 1"=20'

GANGWAY MANUFACTURER TOPROVIDE LED STRIP LIGHT ASPART OF THE RAMP STRUCTURE

RAMP MANUFACTURER TO PROVIDE LEDSTRIP LIGHT AS PART OF THE RAMP

STRUCTURE. LIGHTING TO BE ON WATERSIDE OF RAMP TO SHINE TOWARD THE LAND

RAMP MANUFACTURER TO PROVIDE LEDSTRIP LIGHT AS PART OF THE RAMPSTRUCTURE. LIGHTING TO BE ON WATERSIDE OF RAMP TO SHINE TOWARD THE LAND

RAMP MANUFACTURER TO PROVIDE LEDSTRIP LIGHT AS PART OF THE RAMP

STRUCTURE. LIGHTING TO BE ON WATERSIDE OF RAMP TO SHINE TOWARD THE LAND

TAP EXISTING PARK LIGHTINGCIRCUIT AT (E) POLE.

SAWCUT, REMOVE AND REPLACEEXISTING SIDEWALK AS NEEDED FORTHE INSTALLATION OF THE CONDUIT

ROUTE (2) #12 AWG AND (1) #12 GNDIN 1" CONDUIT BURIED 18" (MIN) TORAMP LIGHTS

CONTRACTOR TO PROVIDEWIRE AND CONDUIT BETWEEN

RAMPS FOR RAMP LIGHTING.CONDUIT TO BE MOUNTED TO

THE PLATFORM

CONTRACTOR TO PROVIDEWIRE AND CONDUIT BETWEENRAMPS FOR RAMP LIGHTING.CONDUIT TO BE MOUNTED TOTHE PLATFORM

CONTRACTOR TO PROVIDEWIRE AND CONDUIT BETWEENRAMPS FOR RAMP LIGHTING.CONDUIT TO BE MOUNTED TOTHE PLATFORM

INSTALL SOLAR POWEREDBOLLARD LIGHT PLB SERIESMANUFACTURED BY FIRSTLIGHT TECHNOLOGIES.

INSTALL SOLAR POWEREDBOLLARD LIGHT PLB SERIES

MANUFACTURED BY FIRSTLIGHT TECHNOLOGIES.

INSTALL SOLAR POWEREDBOLLARD LIGHT PLB SERIESMANUFACTURED BY FIRSTLIGHT TECHNOLOGIES.

ONE-LINE DIAGRAM AND PANEL SCHEDULE

E1.2 22AS SHOWNThis document shall not be used forconstruction unless signed and sealed forconstruction. Sheet No.

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Title

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ClientDesignerDrawn

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Plot Date: Filename:4 September 2021 - 5:59 PM G:\663\11200945\Digital_Design\ACAD 2018\Sheets\11200945_E1.2_ElectricalDetails.dwg

ANSI D

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DraftingCheck

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11200945

22


GHD Inc.

NPT PRT

RMS CRL


336 KCMIL AL TRIPLEX IN AIR(2 PARALLEL SETS)

(E) STRUCTURE

(3) 500 KCMIL, (1) #1 GND IN3-INCH CONDUIT

SEE PANEL SCHEDULE FORLOADS AND WIRINGPANEL A

100 A3 P3 P

M

CLARK PUBLIC UTILITIES

240/120V1 - PHASE3 - WIRE

1 ONE LINE ELECTRICAL RISER DIAGRAMNTS

3" WEATHERHEAD AND RIGIDCONDUIT MAST

3" WEATHERHEAD AND RIGIDCONDUIT MAST

320A METER SOCKET PER CLARKPUBLIC UTILITIES REQUIREMENTS

75 KVA240V:600V1-PHASE

75 KVA600V:240/120V1-PHASE3-WIRE

400 A3 P3 P



(3) 500 KCMIL IN 3" CONDUIT

(3) 500 KCMIL IN 3" CONDUIT