HomeMy WebLinkAboutFinal Gaines St PS Liner Drawings (7.23.2021)FILENAME:PLOT DATE:PLOT TIME:7/15/20212:20:06 PMTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUMENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO.
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APVDSHEETDWG Aof\\denpwp01\d$\pwicsworking\900907\1000630_1\S-01_709275.dgn$PWURLJACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.JACOBS 2021. ALL RIGHTS RESERVED.709275
Gaines Street Pump Station
City of Port Townsend
Port Townsend, Washington
Liner Retrofit
12P. MARTINEZJULY 2021 709275
S-01_709275.dgnS-01
DETAILS AND NOTES DESIGN CRITERIAGENERAL INFORMATIONFOUNDATIONSFORMWORK, SHORING, AND BRACINGCONCRETE REINFORCINGOTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK SHOWN.CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND STRUCTURES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WORK RELATING TO DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY. 1.CAST IN PLACE CONCRETECONCRETE SHALL BE EMBEDDED IN THE CONCRETE.NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE 5.INSERTS PRIOR TO PLACEMENT OF CONCRETE.COORDINATE PLACEMENT OF OPENINGS, PIPE PENETRATIONS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND 4.DESIGN STRENGTHS ARE SAME AS 28-DAY COMPRESSIVE STRENGTHS.3.4500 PSI BUILDING STRUCTURES:56-DAY COMPRESSIVE STRENGTHS (TO MEET DURABILITY REQUIREMENTS OF ACI 318 AND ACI 350):2.4000 PSIBUILDING STRUCTURES:28-DAY COMPRESSIVE STRENGTHS (TO MEET STRUCTURAL STRENGTH REQUIREMENTS):1.STRUCTURAL STEEL AND METAL FABRICATIONSDEFERRED SUBMITTALS1LIFT SYSTEMNTSS-027 1/2 " SQUARE PLATEPLANARECESSSWIFT LIFTOUTLINE OF1"1"SECTION A-A 3/4 "4 3/4 "
9/16 "
1 5/16 "ANCHOR3/8" SSTPLATE TO CONC SLABPRIOR TO ANCHORINGFILL SPACE W/ SANDNOTE:1.1 7/8 "1 11/32 "S. GOTO
STRUCTURAL
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CHRI STIN AH-20 WHEEL LOADING REAR AXLE 32-KIPSPECIAL LOADS:6.300 psfLIVE LOADS:5.SELF WEIGHTDEAD LOADS:4.ALL LOADS SHOWN ARE SERVICE LEVEL (UNFACTORED) UNLESS SPECIFICALLY NOTED OTHERWISE.3.REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS.2.AND ALL OTHER APPLICABLE LOCAL AGENCIES. APPLICABLE CODE: 2018 INTERNATIONAL BUILDING CODE (IBC)], AS AMENDED BY THE STATE OF WASHINGTON 1.TO STARTING WORK.AFFECTED BY THE EXISTING STRUCTURE. NOTIFY ENGINEER IF CONDITIONS VARY FROM THAT SHOWN PRIOR ELEVATIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO UNDERTAKING ANY WORK THAT IS REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, CONSTRUCTION SHOWN REFLECTS AVAILABLE EXISTING DESIGN DOCUMENTS, AND DOES NOT NECESSARILY INFORMATION (DETAILING, DIMENSIONS, CONFIGURATIONS, AND ELEVATIONS, ETC.) OF EXISTING 5.SUPERVISION, OR SAFETY AT THE JOB SITE. ENGINEER IS GUARANTOR OF CONSTRUCTOR’S WORK, NOR RESPONSIBLE FOR THE COORDINATION, VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT 4.OR APPROVED IN WRITING BY THE ENGINEER.DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED 3.THESE ELEMENTS.VERIFY FINAL OPENING DIMENSIONS WITH OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION OF 2.DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 “ABBREVIATIONS AND ACRONYMS: PUBLICATION AS 1.GRANULAR FILL INCHES OF DRAIN ROCK WITH 6 INCHES OF COMPACTED GRANULAR FILL.SLABS-ON-GRADE SPECIFICALLY NOTED TO BE ON FILL SHALL BEAR ON 12 INCHES OF COMPACTED 2.STRUCTURES, ROADS, UTILITIES, ETC.EXCAVATIONS SHALL BE SHORED TO PREVENT SUBSIDENCE AND DAMAGE TO ADJACENT EXISTING 1.REQUIREMENTS: REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM 7.REFER TO OPENING REINFORCING DETAIL 0330-001. 6.GRADE DURING CONCRETE PLACEMENT IS NOT PERMITTED.SUPPORTS WITH SPACERS TO KEEP REINFORCING ABOVE THE PREPARED GRADE. LIFTING REINFORCING OFF REINFORCING STEEL FOR FOOTINGS AND SLABS ON GRADE SHALL BE ADEQUATELY SUPPORTED ON BAR 5.90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS.4.2”SLABS:CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE:3.OF STANDARD PRACTICE”AND ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE”.FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 “MANUAL 2.ASTM A615, GRADE 60REINFORCING STEEL:1.CONTRACTOR TO THE PERMITTING AGENCY AND APPROVED PRIOR TO INSTALLATION OF THESE ITEMS.COMMENT FORM, ALONG WITH THE COMPLETED, FINAL SUBMITTAL SHALL THEN BE SUBMITTED BY THE REVIEW AND ACCEPTANCE BY THE ENGINEER. ADDITIONALLY, ACCEPTANCE INDICATED ON THE ENGINEER’S THE CONTRACTOR SHALL SUBMIT THE REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR INDICATED STRUCTURAL ELEMENT, EQUIPMENT, DISTRIBUTION SYSTEM, OR COMPONENT OR ITS ANCHORAGE, TO MEET BUILDING PERMITTING REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE EXPECTED TO CONTAIN STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1 OF 2015 IBC THAT ARE 3.ALREADY IDENTIFIED.THE APPROPRIATE TABLES IN THE PROJECT'S STATEMENT OF SPECIAL INSPECTIONS PLAN IF THEY ARE NOT MEET CODE REQUIREMENTS, THE DEFERRED SUBMITTAL SHALL INCLUDE SPECIFIC LINE ITEMS TO BE ADDED TO CERTIFICATION OF COMPONENTS THAT REQUIRE SPECIAL INSPECTION AND/OR STRUCTURAL OBSERVATION TO WHERE DEFERRED SUBMITTALS INCLUDE ADDITIONAL MATERIALS, INSTALLATION, ANCHORAGE, OR 2.THE ENGINEER.TO INSTALLATION OF THAT PORTION OF THE WORK OR ARE REQUIRED TO BE SUBMITTED FOR REVIEW ONLY BY PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR ACCEPTANCE PRIOR DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF 1.DRILL THRU REINFPER PLATE. DO NOTTWO ANCHORSMIN EMBED 2".3/8" SST ANCHOR,COUNTERSUNKHILTI KB3ENGINEER.MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL OF THE NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL 5.ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE CLEAN AND FREE OF OIL, DIRT AND PAINT.4.F593, AISI TYPE 316, CONDITION CWSTAINLESS STEELANCHOR BOLTS (AB)A325UNLESS SHOWN OTHERWISEWHERE SPECIFICALLY INDICATED OTHERWISE:FASTENERS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE FOLLOWING ASTM STANDARDS EXCEPT 3.OF STEEL CONSTRUCTION, CURRENT EDITION, AND CURRENT OSHA STANDARDS.STRUCTURAL STAINLESS STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC MANUAL 2.A276STAINLESS STEEL SHAPESSTRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS:1.PLATE, SEE NOTE 13/8" SST CHECKEDCAPACITY PER ANCHOR.LB SAFE WORKING LOAD4-TON LIFT ANCHOR, 5,800LIFT ANCHOR, TYPPLATE AT EACH SWIFTPROVIDE 3/8" COVER2.NOTE 2APPROVED EQUAL. SEESWIFT LIFT ANCHOR, ORDAYTON SUPERIOR P-528
FILENAME:PLOT DATE:PLOT TIME:7/15/20212:20:10 PMTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OFREUSE OF DOCUMENTS:123456BCDVERIFY SCALEBAR IS ONE INCH ONORIGINAL DRAWING.1"0cPROJDATEDATENO.
DSGN DR
REVISION
CHK
APVDBY
APVDSHEETDWG Aof\\denpwp01\d$\pwicsworking\900907\1000630_2\S-02_709275.dgn$PWURLJACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS.JACOBS 2021. ALL RIGHTS RESERVED.709275
Gaines Street Pump Station
City of Port Townsend
Port Townsend, Washington
Liner Retrofit
12P. MARTINEZJULY 2021 709275
S-02_709275.dgnS-02
B. CONLEY
W ET W ELL TOP SLAB
STUCTURAL 1S-01WET WELL TOP SLAB PLAN1/2"=1'-0"AASECTION1/2"=1'-0"EL, MATCH EXIST SIDEWALKS. GOTOC. KAPOI
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CHRI STIN ATYP OF 4SEE DETAILLIFT SYSTEM.UNDERMININGFOOTING FROMPROTECT EXISTBELOWWELL INSERT FRP WET 1'-0"
12'-0"12'-0"2'-0"3'-0"2'-6"1'-6"
TYP TYPSPACE WITH GROUTFILL ANNULARWET WELL BELOWPRECAST CONCRETEEXIST 10'-0" DIACONTROL VAULTEXIST ODORCONCRETE WALLEXIST 10'-0" INSIDE DIA PRECASTTYP, SEE NOTES3/4" NEOPRENE PAD,INSERT, SEE CIVILFRP WET WELLDIRECTLY TO WET WELL.ROUTE HATCH FRAME DRAIN(H-20 TRAFFIC RATED).4'-0"X8'-0" ACCESS HATCHEACH CORNER, T&B1-#5 X 4'-0" DIAG ATEL -11.5 (FIELD VERIFY)BOTTOM OF EXST WET WELLNEOPRENE BEARING PAD NOTES:PER MANUFACTURERS RECOMMENDATIONS..BEARING PAD SHALL BE CONTINUOUS. SPLICE 5.ECLECTIC OR APPROVED EQUAL.BOND WITH E600 SELF LEVELING FORMULA, 4.HARDNESS, 60 +/- 5 DUROMETERC.ELONGATION, 350% MINIMUMB.TENSILE STRENGTH, 2800 PSIA.PROPERTIES:3.RECOMMENDATIONS.INSTALL PER MANUFACTURERS 2.RUBBER TECHNOLOGIES OR APPROVED EQUAL. NEOPRENE BEARING PAD: STYLE #266, GARLOCK 1.#5@6" T&B, EW, TYPLEVEL SURFACE FOR FRP INSERTWITH GROUT TO PROVIDEBOTTOM OF EXST WET WELLFILL EXST SUMP AND 1 1/2" ABOVECONC SLABINSERT AND BOTTOM OFBETWEEN TOP OF FRP2" MIN CLEARANCEOF FRP INSERT TO ALLOWEXTEND 2" ABOVE TOP CLSM FILL SHALLWITH EPOXY GROUT, TYPAND SOAK, AND PATCHCONC TO REMAIN. CLEANBELOW TOP OF EXISTEXIST REINF TO 1 1/2" MIN1 1/2" DEEP, TO REMOVECORE DRILL 2" DIA HOLE,SEE NOTE 1MAX GWEL 6.0TYP. SEE C-02RESTORE SIDEWALKS,NOTES:(BEYOND) FROM UNDERMININGCONTROL VAULT FOOTINGPROTECT EXIST ODORLINER AND CLSM FILLPJF BETWEEN FRPVAULT BEYONDEXIST ODOR CONTROL9PJF, TYPCONC SLABGRANULAR FILLCOMPACTEDWELL AND PUMPS SUPPLIEDHATCH; COORDINATED WITH FRP WET PRECAST CONCRETE TOP SLAB WITH HATCHES, AND FRP WET WELL INSERT. SUPPORT FOR THE SIDEWALK, TOP SLAB, ACCESS DESIGN TO AFFORD THE REQUIRED STRUCTURAL ITS INSTALLATION, AS PART OF CONTRACTOR’S THE NEW PACKAGED SEWAGE LIFT STATION, AND CONTRACTOR SHALL DETAIL THESE ASPECTS OF IN SECTION A ONLY TO CONVEY INTENT. HATCHES, AND EXCAVATION BACKFILL IS SHOWN SIDEWALK, FRP WETWELL INSERT, ACCESS THE CONFIGURATION OF THE REPLACEMENT AND/OR SHORING.DETERMINE POTENTIAL NEED FOR DEWATERING BY CITY OF PORT TOWNSEND. FIELD CONFIRM TO MAXIMUM GROUNDWATER ELEVATION PROVIDED 1.2.BEARING SURFACE, TYPPROVIDE UNIFORMBELOW TOP SLAB,GRANULAR FILL ANDABOVE COMPACTEDSTRENGTH MATERIALCONTROLLED LOW