HomeMy WebLinkAbout2023 - Lake View Drive - Lake Park Pier and Pedestrian PathwayLAKE PARK PIER ANDPEDESTRIAN PATHWAYIMPROVEMENT PLANS FORCITY OF ATASCADERO, CALIFORNIAC2021-P01 CITY OF ATASCADEROIMPROVEMENT PLANS FORLAKE PARK PIER ANDTITLE SHEETREVISIONSNO.DATEDESCRIPTIONRCECITYDRAWN BY:CHECKED BY:APPROVED BY CITY ENGINEER:NICHOLAS D. DE BAR, RCE 89291DATEDATE:SHEET NO.C-0106/08/2023PEDESTRIAN PATHWAYANNA KAUODATERCEPREPARED BY:PROJ. NO: C2021P011OF8PROJECT LOCATION MAPN.T.S.VICINITY MAPATASCADEROSAN FRANCISCOSACRAMENTOMONTEREYSAN LUIS OBISPOLOS ANGELESSAN DIEGOSCALE:DESIGNED BY:SHEET INDEXSHEETDESCRIPTIONTITLE SHEETLEGENDNO.NAMEC-01TRAFFIC SIGNAL CONTROL BOXELECTRIC BOX/VAULTPHONE MANHOLESTORM DRAIN INLET/CATCH BASINSTREETLIGHTBENCHMARKSIGNSEWER MANHOLESTORM DRAIN MANHOLETV BOX/VAULTPHONE PEDESTALGAS VALVEGAS METERWATER METERWATER VALVEFIRE HYDRANTPHONE BOX/VAULTSEWER CLEANOUTSYMBOLSEXISTINGPROPOSED(E)EUNDERGROUND ELECTRIC(OHE)OHEOVERHEAD ELECTRIC(W)WWATER(G)GGAS(S)SSEWER(T)TTELEPHONE(SD)SDSTORM DRAINRETAINING WALLFENCECONTROL POINTRIGHT-OF-WAYSAWCUT PAVEMENTABBREVIATIONSXXX.XXPROPOSED ELEVATION(XXX.XX)EXISTING ELEVATIONX.X%FINISH SURFACE SLOPES=X.XXPIPE SLOPEACASHPALT CONCRETEAVACAIR-VAC RELEASEBLDGBUILDINGBCRBEGIN CURB RETURNBWLKBACK OF SIDEWALKBVCBEGIN VERTICAL CURVEBWBOTTOM OF WALLBOBLOW-OFFCLCENTERLINECBCATCH BASINCMUCONCRETE MASONRY UNITCOCLEANOUTCONCCONCRETEDDCVDOUBLE DETECTOR CHECK VALVEDWYDRIVEWAYECREND CURB RETURNEGEXISTING GRADEELEVELEVATIONEPEDGE OF PAVEMENTESMTEASEMENTEVCEND VERTICAL CURVEFDCFIRE DEPARTMENT CONNECTIONFFFINISH FLOOR ELEVATIONFGFINISH GRADE ELEVATIONHYDFIRE HYDRANTFLFLOW LINE (SURFACE FLOW)FSFINISH SURFACE ELEVATIONGBGRADE BREAKGMGAS METERGVGAS VALVEHBHOSE BIBHPHIGH POINTIESEWER INVERT ELEVATIONICVIRRIGATION CONTROL VALVEINVSTORM DRAIN INVERT ELEVATIONIRRIRRIGATIONLGHTLIGHT/LIGHT POLELPLOW POINTMHMANHOLEMONSURVEY MONUMENTOHOVERHEAD UTILITYPLPROPERTY LINEPCPOINT OF CURVATUREPCCRPOINT OF COMPOUND CURVEPCCPORTLAND CEMENT CONCRETEPIPOINT OF INFLECTIONPOCPOINT OF CONNECTIONPRCRPOINT OF REVERSE CURVEPTPOINT OF TANGENCYPUEPUBLIC UTILITY EASEMENTPVIPOINT OF VERTICAL INFLECTIONR/WRIGHT-OF-WAYSDSTORM DRAINSSSANITARY SEWERSTASTATIONTCTOP OF CURBTELTELEPHONETFTOP OF FOOTINGTITRAFFIC INDEXTGTOP OF GRATETW TOP OF WALLVCVERTICAL CURVEVLTVAULTWDIDWASTE DISCHARGE IDENTIFICATION NUMBERWLWATER LINEWMWATER METERWVWATER VALVEPACIFIC GAS AND ELECTRIC (PG&E)(800) 743-5000WWW.PGE.COMELECTRICITYUTILITY INFORMATIONATASCADERO MUTUAL WATER COMPANY (AMWC)(805) 466-2428WWW.AMWC.USWATERCITY OF ATASCADERO(805) 470-2100WWW.ATASCADERO.ORGSEWERSOUTHERN CALIFORNIA GAS COMPANY(800) 427-2200WWW.SOCALGAS.COMNATURAL GASAT&T(805) 461-6400WWW.ATT.COMTELEPHONE/FIBER OPTICCHARTER COMMUNICATIONS(888) 438-2427WWW.CHARTER.COMCABLE/FIBER OPTICWASTE MANAGEMENT(805) 466-3636WWW.WM.COMTRASH SERVICECONTOL POINT (MONUMENT WELL)MAILBOXDEMOLITION PLANC-02GRADING PLANC-031. ALL CONSTRUCTION WORK SHALL CONFORM TO THE MOST CURRENT CITY OF ATASCADERO STANDARDS ANDSPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY PUBLIC WORKS DEPARTMENT.2. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING THECOURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THISREQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS.3. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLIC ANDPRIVATE PROPERTY ADJACENT TO THE SITE AND SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALLEXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE NOT DESIGNATED FOR REMOVAL AND WHICH AREDAMAGED OR REMOVED AS A RESULT OF HIS OPERATIONS.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND/OR MAINTAINING ALL-WEATHER ACCESS AT ALL TIMES TOEXISTING PROPERTIES LOCATED IN THE VICINITY OF THE WORK AREA. ALL TEMPORARY ACCESS RESTRICTIONS SHALL BEAPPROVED BY THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO BEGINNING WORK.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MAINTAINING ALL EXISTING SERVICES, (UTILITIES, GARBAGECOLLECTION, MAIL DISTRIBUTION, ETC.), TO EXISTING PROPERTIES LOCATED IN THE VICINITY OF THE WORK AREA.6. THE CONTRACTOR SHALL PREPARE AND HAVE APPROVED BY THE CITY PUBLIC WORKS DEPARTMENT, A TRAFFIC CONTROLPLAN PRIOR TO THE BEGINNING OF CONSTRUCTION. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENTCALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH). NO STREET OR LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND GRANTED BY THECITY PUBLIC WORKS DEPARTMENT.7. THE CONTRACTOR SHALL PREPARE AND HAVE APPROVED BY THE CITY PUBLIC WORKS DEPARTMENT, A WATER POLLUTIONCONTROL PLAN (WPCP) PRIOR TO THE BEGINNING OF CONSTRUCTION. WATER POLLUTION CONTROL PLAN SHALL ADDRESSBOTH COMMON CONSTRUCTION ACTIVITIES AND EXTRAORDINARY EVENTS AND SHALL MEET THE REQUIREMENTS OF THE"NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM" (NPDES) GENERAL PERMIT FOR STORM WATER DISCHARGESASSOCIATED WITH CONSTRUCTION ACTIVITY. CONSTRUCTION SHALL NOT BEGIN UNTIL THE WPCP IS APPROVED BY THE CITYPUBLIC WORKS DEPARTMENT.8. AN EFFORT HAS BEEN MADE TO DETERMINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE PROJECT AREA.HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIRLOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR LOCATING ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THE SAMEDURING THE COURSE OF CONSTRUCTION.9. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TENDAYS PRIOR TO THE START OF EXCAVATION TO REQUEST THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THEPROJECT AREA. THE CONTRACTOR SHALL VERIFY WHETHER A REPRESENTATIVE OF EACH COMPANY WILL BE REQUIRED TO BEPRESENT DURING EXCAVATION. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ANY UTILITIES NOT MEMBERS OF U.S.A. DURINGTHE SAME TIME PERIOD.10. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL, AGGREGATE BASE MATERIAL, AND OTHER MATERIAL ASSPECIFIED BY THE CITY PUBLIC WORKS DEPARTMENT. TESTS SHALL BE COMPLETED BY A CERTIFIED SOILS ENGINEER ANDAPPROVED BY THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO TO PLACEMENT OF THE NEXT MATERIAL LIFT. THECONTRACTOR IS DIRECTED TO THE CITY SPECIFICATIONS FOR MINIMUM RELATIVE MATERIAL COMPACTION REQUIREMENTS.11. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS TO REVEAL ACOMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE EXISTING STRUCTURAL SECTIONSHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE PLACEMENT OF BASE.12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERPETUATE ALL EXISTING SURVEY MONUMENTS WITHIN THECONSTRUCTION AREA IN ACCORDANCE WITH SECTION 8771 OF THE LAND SURVEYORS ACT.13. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY PUBLIC WORKS DEPARTMENT, MAY REQUEST REVISIONS IN THEPLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY THE DESIGNENGINEER PRIOR TO IMPLEMENTATION. ADDITIONALLY, THE INSPECTOR MAY ALERT THE CONTRACTOR TO DEVIATIONS IN THEWORK FROM THE PLANS. THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE SATISFACTION OFTHE INSPECTOR.14. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND ACCURATE RECORD OF ALL CHANGESWHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OFPROVIDING THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVALOF THE CITY PUBLIC WORKS DEPARTMENT AND THE DESIGN ENGINEER.15. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE IN CONFORMANCE WITHTHE APPROVED PLANS PRIOR TO THE REQUEST FOR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTERCONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORDDRAWINGS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE.GENERAL NOTESTHE BASIS OF ELEVATIONS FOR THIS SURVEY IS STATION PM-14.74,ELEVATION (NAVD88) = 908.05.BENCHMARK/BASIS OF ELEVATIONS INFORMATIONTHE BASIS OF BEARING FOR THE TOPOGRAPHIC SURVEY ISSTATE PLAN COORDINATE SYSTEM OF 1983, CCS83, ZONE 5 0405,(XXXX.XX) IN ACCORDANCE WITH THE CALIFORNIA PUBLICRESOURCE CODE SECTIONS 8801-8819; SAID COORDINATES ANDBEARINGS ARE BASED LOCALLY UPON FIELD-OBSERVED TIES TOCAL TRANS CONTROL POINT SLO41 PM-14.74.BASIS OF BEARINGSHORIZONTAL AND VERTICAL CONTROLTOPOGRAPHIC BASE MAPPING WAS COMPLETED BY MBSLAND SURVEYS AND PERFORMED ON OCTOBER 28, 2022.SOURCE OF TOPOGRAPHIC SURVEYCIVIL DETAILSC-04S-1.0S-1.1NO. 74725ANNA M. KAUOR EGISTER
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PROFESSIONAL ENGINEERSTATE OF CALIFORNIA EXP.CIVIL12/31/2023AKAKKKNTSALOHA KE AKUA ENGINEERING COMPANYPO BOX 3470, SHELL BEACH, CA 93448805 888-1952, WWW.AKAENGCO.USPROJECTLOCATIONGENERAL NOTESSPECIAL INSPECTION7S-2.1GUARDRAIL PLAN & DETAIL8CIVIL DETAILSC-05654321RETAINING WALL7472506/08/2023THIS PROJECT PROVIDES AN ADA COMPLIANT PATHWAY ACCESS FROMTHE EXISTING PATHWAY TO THE PIER. AN ADDITIONAL ADA ACCESSFROM THE NEW SIDEWALK TO THE BOATHOUSE (PADDLEBOATCONCESSIONAIRE) WILL BE PROVIDED IN THE FUTURE AS PART OF ASEPARATE PROJECT. IT IS EXPECTED THAT THE BOATHOUSE ACCESSWILL BE COMPLETED AS A SEPARATE CITY CAPITAL PROJECT WITHINTHE NEXT FIVE YEARS.ADA NOTE
DEMOLITION PLANBOATHOUSEC2021-P01CITY OF ATASCADEROIMPROVEMENT PLANS FORLAKE PARK PIER ANDDEMOLITION PLANREVISIONSNO.DATEDESCRIPTIONRCECITYDRAWN BY:CHECKED BY:SHEET NO.OFC-028ANNA KAUODATERCEPREPARED BY:DATE:SCALE:AKKK1"=10'06/08/23PEDESTRIAN PATHWAYNO. 74725A
NNA M. KAUOREGISTER
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FORNIA EXP.CIVIL12/31/2023ALOHA KE AKUA ENGINEERING COMPANYPO BOX 3470, SHELL BEACH, CA 93448805 888-1952, WWW.AKAENGCO.USATASCADERO LAKEPIERBANDSTAND7472506/08/2023RESTROOM
GRADING PLANBOATHOUSEC2021-P01CITY OF ATASCADEROIMPROVEMENT PLANS FORLAKE PARK PIER ANDGRADING PLANREVISIONSNO.DATEDESCRIPTIONRCECITYDRAWN BY:CHECKED BY:SHEET NO.OFC-038ANNA KAUODATERCEPREPARED BY:DATE:SCALE:AKKK1"=10'06/08/23PEDESTRIAN PATHWAYNO. 74725A
NNA M. KAUOREGISTER
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D PROFESSIONAL ENGINEERSTATE OF CALI
FORNIA EXP.CIVIL12/31/2023ALOHA KE AKUA ENGINEERING COMPANYPO BOX 3470, SHELL BEACH, CA 93448805 888-1952, WWW.AKAENGCO.USATASCADERO LAKEPIERBANDSTAND7472506/08/2023RESTROOM
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C2021-P01CITY OF ATASCADEROIMPROVEMENT PLANS FORLAKE PARK PIER ANDCIVIL DETAILSREVISIONSNO.DATEDESCRIPTIONRCECITYDRAWN BY:CHECKED BY:SHEET NO.OFC-048ANNA KAUODATERCEPREPARED BY:DATE:SCALE:AKKK1"=10'06/08/23PEDESTRIAN PATHWAYNO. 74725A
NNA M. KAUOREGISTER
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D PROFESSIONAL ENGINEERSTATE OF CALI
FORNIA EXP.CIVIL12/31/2023ALOHA KE AKUA ENGINEERING COMPANYPO BOX 3470, SHELL BEACH, CA 93448805 888-1952, WWW.AKAENGCO.US7472506/08/2023
C2021-P01CITY OF ATASCADEROIMPROVEMENT PLANS FORLAKE PARK PIER ANDCIVIL DETAILSREVISIONSNO.DATEDESCRIPTIONRCECITYDRAWN BY:CHECKED BY:SHEET NO.OFC-058ANNA KAUODATERCEPREPARED BY:DATE:SCALE:AKKK1"=10'06/08/23PEDESTRIAN PATHWAYNO. 74725A
NNA M. KAUOREGISTER
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D PROFESSIONAL ENGINEERSTATE OF CALI
FORNIA EXP.CIVIL12/31/2023ALOHA KE AKUA ENGINEERING COMPANYPO BOX 3470, SHELL BEACH, CA 93448805 888-1952, WWW.AKAENGCO.US7472506/08/2023
S1.1 OF 8SPECIAL INSPECTIONSTATEMENT OF SPECIAL INSPECTIONS, 2019 CBCProject:__________________________________________________________________________________________________________Location:__________________________________________________________________________________________________________This Statement of Special Inspections is submitted in fulfillment of the requirements of CBC Sections 1704. Included are:·Schedule of Special Inspections and tests applicable to this project:Special Inspections per Sections 1704 and 1705Special Inspections for Seismic ResistanceSpecial Inspections for Wind Resistance·List of Testing Agencies and other special inspectors that will be retained to conduct the tests and inspections.Special Inspections and Testing will be performed in accordance with the approved plans and specifications, thisstatement and CBC Sections 1704 and 1705.The Schedule of Special Inspections summarizes the Special Inspections and tests required. Special Inspectors will referto the approved plans and specifications for detailed special inspection requirements. Any additional tests andinspections required by the approved plans and specifications will also be performed.Interim reports will be submitted to the Building Official and the Registered Design Professional in Responsible Charge inaccordance with CBC Section 1704.2.4.A Final Report of Special Inspections documenting required Special Inspections, testing and correction of anydiscrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy (Section1704.2.4). The Final Report will document:·Required special inspections.·Correction of discrepancies noted in inspections.The Owner recognizes his or her obligation to ensure that the construction complies with the approved permitdocuments and to implement this program of special inspections. In partial fulfillment of these obligations, the Ownerwill retain and directly pay for the Special Inspections as required in CBC Section 1704.2.This plan has been developed with the understanding that the Building Official will:·Review and approve the qualifications of the Special Inspectors who will perform the inspections.·Monitor special inspection activities on the job site to assure that the Special Inspectors are qualified and areperforming their duties as called for in this Statement of Special Inspection.·Review submitted inspection reports.·Perform inspections as required by the local building code.Prepared by:___________________________________________________________Registered Design Professional in Responsible Charge___________________________________________________________SignatureDateOwner's Authorization:Building Official's Acceptance:______________________________________________________________________________________________________OwnerBuilding Official______________________________________________________________________________________________________SignatureDateSignatureDateW. Chris Murphy, SE 6150IMPROVEMENT FOR LAKE PARK PIER AND PEDESTRIAN PATHWAY9305 PISMO AVENUE, ATASCADERO, CA 93422X06/08/2023SCHEDULE OF SPECIAL INSPECTIONNotation Used in Table:Column headers:CIndicates continuous inspection is required.PIndicates periodic inspections are required. The notes and/or contract documents shouldBox entries:XIs placed in the appropriate column to denote either "C" continuous or "P" periodic inspections.---Denotes an activity that is either a one-time activity or one whose frequency is defined in someother mannerAdditional detail regarding inspections and tests are provided in the project specifications or notes on the drawings.Req'd This JobVerification and Inspection C P NotesReq'd This JobVerification and Inspection C P Notes1705.3 - Concrete Construction1. Inspection of reinforcing steel, includingprestressing tendons and verify placementXX2. Reinforcing bar welding:XXa. Verify weldability of reinforcing barsother than ASTM A706;b.Inspect single-pass fillet welds,maximum 516"; andc.Inspect all other weldsX3. Inspection of anchors cast in concreteX4. Inspection of anchors post-installed inhardened concrete members:a. Adhesive anchors installed inhorizontally or upwardly inclinedorientations to resist sustained tensionloadsb.Mechanical anchors and adhesiveanchors not defined in 4.aXX5. Verify use of required design mixX6. Prior to concrete placement, fabricatespecimens for strength tests, performslump and air content tests, anddetermine the temperature of theconcreteX7. Inspect concrete and shotcrete placementfor proper application techniquesX8. Verify maintenance of specified curingtemperature and techniquesX9. Inspection of prestressed concrete for:a. Application of prestressing forces; andb.Grouting of bonded prestressingtendonsXX10. Inspect erection of precast concretemembersX11. Verify in-situ concrete strength, prior tostressing of tendons in post-tensionedconcrete and prior to removal of shoresand forms from beams and structuralslabsX12. Inspect formwork for shape, location anddimensions of the concrete memberbeing formedXVerify with manufacturerXSCHEDULE OF INSPECTION, TESTING AGENCIES, AND INSPECTORSThe following are the testing agencies and special inspectors that will be retained to conduct tests andinspection on this project.ResponsibilityFirmAddress, Telephone1. Special Inspection (exceptfor geotechnical)2. Material Testing3. Geotechnical InspectionsSEISMIC REQUIREMENTS (Section 1704.3.2)Identify seismic-force-resisting system and designated seismic systems subject to special inspections as perSection 1705.11:The extent of the seismic-force-resisting system is defined in more detail in the construction documents.WIND REQUIREMENTS (Section 1704.3.3)Identify main wind-force-resisting system and designated wind resisting components subject to specialinspections as per Section 1705.10:The extent of the main wind-force-resisting system is defined in more detail in the construction documents.Per CBC 1704.4: Each contractor responsible for the construction of a main wind or seismic force resistingsystem, designated seismic system or a wind or seismic resisting component listed in the statement ofspecial inspections shall submit a written statement of responsibility to the building official and the ownerprior to the commencement of work on the system or component. The contractor's statement ofresponsibility shall contain the following: (1) Acknowledgement of awareness of the special requirementscontained in the statement of special inspections. (2) Acknowledgement that control will be exercised toobtain conformance with the construction documents approved by the building official. (3) Procedures forexercising control within the contractor's organization, the method and frequency of reporting and thedistribution of the reports. (4) Identification and qualification of the person(s) exercising such control andtheir position(s) in the organization.TBDTBDTBDN/AN/AFoundationFooting, Stem Walls, Piers_______________________________________________Mat Foundation_______________________________________________Caissons, Piles, Grade Beams_______________________________________________Stepping / Retaining Foundation_______________________________________________Hillside Special Anchors_______________________________________________Anchorage_______________________________________________Other_______________________________________________WallConcrete_______________________________________________Masonry_______________________________________________Wood_______________________________________________Other_______________________________________________FrameSteel Moment Frame_______________________________________________Steel Braced Frame_______________________________________________Concrete Moment Frame_______________________________________________Masonry Moment Frame_______________________________________________Other_______________________________________________DiaphragmConcrete_______________________________________________Steel Deck_______________________________________________Wood_______________________________________________Other_______________________________________________STRUCTURAL OBSERVATION & SCHEDULE OF SIGNIFICANT CONSTRUCTION STAGES(Only checked items are required)Firm or Individual to be responsible for the Structural Observation per CBC 1704:Name of Engineer: Chris MurphyCalifornia Registration Number: S-6150Phone Number: 805 748-3693AREA OF CONSTRUCTION CONSTRUCTION TYPE SPECIFIC ELEMENTS TO BE OBSERVEDXFINISHED INSTALLATIONIN
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CALI RUCOEFSTASTTFNO. 6150OPAMTURLAwww.murphyse.com | 805-748-3693 | San Luis Obispo, CAWILLIAM MURPHYDATERSE06/08/202361502 12/12/23 AS-BUILTS AK
GENERAL STRUCTURAL NOTESABBREVIATIONSABANCHOR BOLTACALASKA CEDARADD'LADDITIONALALUMALUMINUMALTALTERNATEARCHARCHITECTURALATR ALL THREAD RODAYCALASKA-YELLOW CEDARBLK(G)BLOCK(ING)BMBEAMBNDIAPHRAGM BOUNDARY NAILINGBOTBOTTOMBTWNBETWEENCALIFCALIFORNIACANT'LCANTILEVEREDCGCENTER OF GRAVITYCJCEILING JOISTSCLRCLEAR/CLEARANCECMUCONCRETE MASONRY UNITSCONCCONCRETECONNCONNECTIONCONTCONTINUOUSCNTR(D)CENTEREDDBLDOUBLEDIA OR ∅DIAMETERDJDECK JOISTDBDECK BEAMDWGDRAWING(E)EXISTINGEAEACHEFEACH FACEELEVELEVATIONEMBEDEMBEDMENTENSHEARWALL EDGE NAILINGEWLENTIRE WALL LENGTHEWPENGINEERED WOOD PRODUCTEXPEXPOSEDEXTEXTERIORFBFLOOR BEAMFDNFOUNDATIONFFFINISH FLOOR ELEVATIONFGFINISH GRADEFJFLOOR JOISTFLRFLOORFNFIELD NAILINGFOCFACE OF CONCRETEFOSFACE OF STUD, OR FACTOR OF SAFETYFRMGFRAMINGFSFAR SIDEFTGFOOTINGGAGAUGEGBGRADE BEAMGLBGLUE LAMINATED BEAMHDHOLDOWNHDGHOT DIP GALVANIZEDHDRHEADERHGRHANGERHKHOOKHORIZHORIZONTALINFOINFORMATIONINTINTERIORKKING POSTLONGLONGITUDINALMFRMANUFACTURERMAXMAXIMUMMBMACHINE BOLTMINMINIMUM(N)NEWNTSNOT TO SCALEOCON CENTEROHOPPOSITE HANDPAPOST ABOVEPERPPERPENDICULARPTDFPRESSURE TREATED DOUGLAS FIRRBROOF BEAMREF'DREFERENCEDREQ'DREQUIREDRRROOF RAFTERSCHEDSCHEDULESEORSTRUCTURAL ENGINEER OF RECORDSHTGSHEATHINGSIMSIMILARSMSSHEET METAL SCREWSQSQUARESSSTAINLESS STEELSTDSTANDARDTTRIM POSTT&BTOP & BOTTOMT>ONGUE & GROOVETHKTHICK(NESS)TOWTOP OF WALLTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALVIFVERIFY IN FIELDVWAVERIFY WITH ARCHVWCVERIFY WITH CIVILVWGVERIFY WITH GEOTECHVWMVERIFY WITH MECHVWOVERIFY WITH OWNERw/WITHWTSWELDED THREADED STUDS1.0 OF 8GENERAL NOTESGENERAL1.The Contractor shall verify all dimensions and conditions at the jobsite prior to starting construction. Notify the Engineer immediately ifany discrepancies or inconsistencies are found.2.Details shown on the structural drawings are typical. Similar detailsapply to similar conditions. In the event certain aspects of the workare not fully detailed on the drawings or specified in these structuralnotes, the construction shall be of the same character as for similarconditions that are shown or specified and shall be reviewed by theEngineer.3.Existing conditions shown on these drawings are to be field verifiedby the Contractor as the work progresses. Notify the Engineerimmediately if existing conditions are discovered which are differentthan those shown. Construction shall not proceed until writteninstructions have been received from the Engineer.4.Notes and details on the drawings shall take precedence over thesegeneral notes and typical details. Dimensions shown on the drawingsshall take precedence over scale.5.Where there are discrepancies or conflicts between the drawings,notes, and specifications the stricter requirement shall apply unlessdirected or confirmed with the Architect and Engineer.6.These structural drawings and general notes represent the finishedstructure. Unless otherwise indicated, they do not specify the methodof construction. The Contractor shall provide all measures necessaryto protect the structure, workers and other persons duringconstruction. Such measures shall include, but not be limited to,bracing of sufficient strength and stiffness to resist all loads, includingwind and seismic loads, imposed on all elements of the structure;shoring for the building, construction equipment, earth banks andretaining walls; forms, scaffolding and planking. These protectivemeasures are the sole responsibility of the Contractor and site visitsby the Engineer will not include observation of said measures.Construction materials placed on framed roofs or floors shall bespread out and the resulting loads shall not exceed the design liveload for each level.7.Openings, pockets, etc. shall not be placed in slabs, foundations, walls,beams, columns, joists, etc. unless specifically detailed on thestructural drawings.8.All phases of the work shall conform to the minimum standards of the2019 California Building Code (CBC), these structural notes, and alllocal ordinances.9.All ASTM specifications noted on these drawings or general notesshall be of the latest revision.10.Prefabricated/manufactured assemblies shall be designed to supportthemselves, and the assumed loads acting on them. Actual fielddimensions shall be verified prior to ordering products. Materialspecifications, fabrication procedures, and installationrecommendations to be per manufacturer, and as noted in theseplans.11.Special inspection in accordance with Section 1704 of the CBC shall beprovided by a qualified person who is acceptable to the Engineer andBuilding Department for the following types of work:See Statement and Schedule of Special Inspection.12.The contractor shall contact the Engineer a minimum of 48 hoursprior to reaching the following stages of the work:a)Wood framing completed but not covered.b)All structural work completed.EXISTING CONSTRUCTION1.Original construction drawings were not available for review at thetime these documents were prepared. Existing building conditionsshown are assumed based on information provided by others andassumptions based on probable construction methods. Actual fieldconditions may vary.2.All work not indicated as existing (E) shall be assumed to be new (N).3.Any removal, cutting, drilling, etc of existing work shall be performedwith great care. Small tools shall be used in order to not jeopardizethe structural integrity of the structure. If structural members ormechanical. electrical, or architectural elements not indicated forremoval interfere with the new work, the architect/engineer shall beimmediately notified and prior approval shall be obtained beforeremoval of members.4.Do not over cut existing wood, concrete, masonry or other work toremain. Cuts shall be made neatly to a corner, then alternate meansshall be used to remove remaining material. Contractor is responsiblefor repair/replacement of over cut material as directed by thearchitect and/or engineer.5.Existing damaged structural members which are uncovered shall bereported to the Architect and Engineer for review and repair.6.Existing concrete surfaces abutting new concrete shall be roughenedto 14" amplitude and thoroughly cleaned of dust, loose aggregate,laitance, etc.7.Remodeling requires assumptions be made regarding existingconditions which may not be verifiable without destroying otherwiseadequate or serviceable portions of the structure. This analysis doesnot make any guarantee to the adequacy of the structural design ofthe existing building not specifically addressed in the structuralcalculations. The Engineer shall not be responsible for unsatisfactoryperformance of existing portions of the structure not specificallyaddressed in the construction documents.8.Differential settlement between new and existing construction atremodel or addition foundation interfaces can be expected. Theengineer shall not be responsible for unsatisfactory performanceresulting from these conditions.STRUCTURAL STEEL AND MISC METALS1.See Architectural drawings for finishes on steel framing. Steelexposed to weather shall be primed and painted with ahigh-performance exterior coating approved by the Architect andEngineer or hot-dip galvanized (see below), unless noted otherwise.2.Materials, unless noted otherwise:a)All-thread rod: ASTM F1554.b)Bolts: ASTM A307.c)Nuts: ASTM A563A.d)Welding rod: Heavily coated, low hydrogen, E70xx, conformingto American Welding Society "Specification for Arc WeldingElectrodes."e)Stainless steel plate: Type 304 or 316.f)Stainless steel all thread rods and bolts: ASTM F593 CW1 orCW2 (316).g)Stainless steel nuts: ASTM F594 CW1 or CW2 (316).3.Holes for bolts & threaded rods shall be standard size and nuts/boltsshall be installed Snug Tight per AISC, unless noted otherwise.4.Cable railing: Cable railing shall be stainless steel wire rope (sswr)1x19, Type 304 or 316. Tension cables to force specified on plans anddetails. Terminate cables on end posts with threaded terminal withnuts & washers or washer-nuts. Connect cable to threaded terminalwith connection (machine swage, etc) to match cable break strength.At cable penetrations in railing post isolation bushing or grommetsmay optionally be provided.5.Galvanizing: Steel sections, assemblies, and miscellaneous ironangles, clips, connection hardware, and other elements exposed toweather shall be hot-dip galvanized. Hot-dip galvanized steel framingshall be per ASTM A123 Class 55 minimum. Hot-dip galvanizedconnection hardware shall be per ASTM A153 or F2329.High-strength bolts per ASTM F3125 A325 may be mechanicallygalvanized per ASTM B695 Class 55. Mating bolts and nuts shallreceive the same zinc-coating. Repair all uncoated, damaged, oraltered galvanized surfaces per ASTM A780. Where field welds arespecifically called out, remove zinc completely in the area of the weld.Do not water quench galvanized members and assemblies.STRUCTURAL WOOD1.Sawn lumber materials: Moisture content for sawn lumber shall notexceed 19% at the time it is incorporated into the structure. Unlessnoted otherwise on the drawings, sawn lumber materials shallconform to the following:a)Beams, posts, headers and ledgers 6x and larger: Douglas FirNo. 1.b)2x4 framing: Douglas Fir construction.c)Sawn lumber embedded in or in direct contact with concrete ormasonry and within 6 feet of earth: Pressure treated DouglasFir.e)All sawn lumber not noted above: Douglas Fir No. 2.f)Exterior naturally durable framing: Alaska Cedar (AC) or AlaskaYellow Cedar grade to match above sections.2.Provide equivalent level of exposure protection of treated members atfield cuts, drilled holes, and countersinking per AWPA M4 Standard.3.Plywood sheathing materials:a)Roof sheathing: APA rated wood structural panels conformingto DOC PS-1 or PS-2.b)Floor sheathing: APA rated, Sturd-I-Floor, Exposure 1, withexterior glue and Panel Span Rating shown on the floor framingplan.c)Wall sheathing: APA rated wood structural panels conformingto DOC PS-1 or PS-2.4.Glued laminated timber materials: Douglas Fir with exterior glue,industrial appearance grade. Moisture content for glued laminatedtimber shall not exceed 16% at the time of manufacture.a)Simple spans: Combination Symbol 24F-V4.b)Members which cantilever more than 1 foot or are continuousover a support: Combination Symbol 24F-V8.5.Use galvanized or stainless steel nails, bolts, screws, and hardwarewhere exposed to weather and at pressure treated members.Galvanized steel shall be compatible with the exposure class andpreservative used pressure treated members.6.Fastener Materials:a)Nails: Common nails or spikes, unless noted otherwise.b)Wood screws: ANSI/ASME B18.6.1.c)Machine bolts: ASTM A307.d)Lag bolts: ASTM A307.e)Sheet metal timber connectors: Connectors as shown in thelatest edition of the Simpson Strong Tie Company, Inc. catalog.Install all connectors in strict accordance with themanufacturer's printed instructions. Typically center straps onthe joint across which the load is being transferred unless notedotherwise on the drawings. Hangers, caps, and bases shown bytype on the drawings shall be the model number for thespecific size of member being supported unless notedotherwise. Fill all holes required by manufacturer for maximumhardware strength, unless noted otherwise.7.Nailed joints:a)Pre-drill holes for 20d nails and larger, and for smaller nailswhich tend to split the wood. Hole diameter shall be 75% ofthe nail diameter.b)All nailed joints not specifically detailed or implied by thedrawings shall be constructed in accordance with CBC Table"Fastening Schedule".c)Nail spacing, edge and end distances and penetration shallconform to NDS Tables in "Dowel-Type Fasteners" section,unless noted otherwise. Stagger nails as required to maintainrequired spacing.d)Machine applied nailing: Nail heads shall not penetrate theouter ply of plywood and minimum edge distances specified bythe NDS shall be maintained. Machine applied nailing will onlybe allowed following a job site demonstration meeting theabove criteria with the acceptance of the Engineer.8.Bolted joints:a)Bolt holes: 1/32" to 1/16" larger than bolts, accurately located.b)Washers: At each bolt head and nut, not less than standard cutwashers, placed next to wood.c)Retighten all bolts prior to closing in walls.9.Lag-bolt joints:a)Washers: At each bolt head, not less than standard cut washersplaced next to wood.b)Lead holes for shank shall be same diameter and depth asunthreaded shank of bolt.c)Lead holes for threaded portion shall have a diameter 60% to75% of shank diameter and the length shall be at least equal tothe threaded portion of the bolt.d)The threaded portion of lag bolts shall be inserted into its leadhole by turning with a wrench, not by driving with a hammer.e)Soap or other lubricant shall be used on the screws to facilitateinsertion and prevent damage to the bolt.10.Wood screw joints:a)Lead holes for shank shall be 3/4 x diameter and the samedepth as the unthreaded shank of the screw.b)Lead holes for the threaded portion shall be 3/4 x diameter ofthe screw at the root of the thread and the length shall be atleast equal to the threaded portion of the screw.c)The threaded portion of the screw shall be inserted into its leadhole by turning with a screwdriver, not by driving with ahammer.d)SDS screw as shown in the latest edition of the Simpson StrongTie Company, Inc. catalog. Install per manufacturer'sinstructions.11.Size, height and spacing of wood studs shall conform to therequirements of CBC Table Ch. 2308 "Size, Height, and Spacing ofWood Studs", unless noted otherwise on the drawings. Studs shall bespaced at 16 inches unless noted otherwise. Walls shall beconstructed with (2) 2x top plate & (1) 2x sill unless noted otherwise.12.Sawn lumber beams, rafters and joists shall be laterally supported inaccordance with CBC Ch 2308 "Lateral Support", "Bridging". Framingshall have a bearing length to match member width, unless notedotherwise.13.Holes and notches in framing members:a)Holes in joists and rafters: Drilled holes with a diameter notexceeding 1/6 of the member depth at a minimum spacing of2'-0" are permitted within the middle 1/3 of the member depthand length.b)Holes in studs, plates and sills: Drilled holes with a diameternot exceeding 1/3 of the member depth at a minimum spacingof 16 inches are permitted in the center of studs, plates andsills. Construction shall comply with CBC Sections Ch 2308"Bored Holes". Holes with a diameter greater than 1/3 of themember depth may be drilled in sills if an anchor bolt is locatedwithin 9" of each side of the hole.c)Notches: Notches in stud walls shall comply with CBC SectionCh. 2308 "Cutting and Notching". Notches are not permitted inany other member except where specifically detailed.d)Holes and Notches in Engineered Wood Products: Seemanufacturer's requirements.FASTENERS IN HARDENED CONCRETE1.Substitution requests for products other than those listed below andnoted in plans and details may be submitted to the SEOR for review.Substitutions may be considered for products having a code reportrecognizing the product for the appropriate application and projectbuilding code.2.Locate existing reinforcement prior to installation of fasteners.Reinforcement shall not be cut unless approved by the SEOR.3.Anchors that will be exposed to weather shall be stainless steel or hotdip galvanized material unless noted otherwise.4.Adhesive Anchors:a)Adhesive anchors using HILTI HIT-RE 500 V3 Epoxy shall beinstalled in accordance with the ICC Report No. ESR-3814 & themanufacturer's printed installation instructions.b)Adhesive anchors using Simpson SET-3G Epoxy shall beinstalled in accordance with the ICC Report No. ESR-4057 & themanufacturer's printed installation instructions.c)Adhesive anchors using Simpson SET-XP Epoxy shall beinstalled in accordance with ICC Report No. ESR-2508 & themanufacturer's printed installation instructions. SET-XP manyonly be used for slab dowels unless noted otherwise.d)Installation of adhesive anchors shall be performed bypersonnel trained to install adhesive anchors.e)Concrete shall have a minimum age of 21 days, and the designconcrete strength (f'c) shall be met.f)Nominal hole depth & diameter shall be as indicated on thedrawings. Additional hole length & width and fastener lengthshall be provided as required by the manufacturer for thespecified nominal dimensions. Holes shall be dry, oil- anddust-free.g)Anchor spacing and edge distance shall be as shown on thedrawings but not less than the minimum allowed in the ICCReport.h)Holes shall be drilled with a hammer drill with carbide tippedbits.i)In areas receiving adhesive anchors, all existing reinforcementshall be located in order to avoid damaging the reinforcementwhile installing the anchors.j)Periodic special inspection is required for the installation ofadhesive anchors, except continuous special inspection isrequired at overhead (vertically up or upward inclined)installations. Installation of adhesive anchors horizontally orupwardly inclined to support sustained tension loads shall beperformed by personnel certified by an applicable certificationprogram.5.Screw Anchors:a)Screw anchors using carbon steel or stainless steel HILTI KWIKHUS-EZ (KH-EZ) concrete anchors and shall be installed inaccordance with ICC Report No. ESR-3027 & the manufacturer'sprinted installation instructions.b)Screw anchors using carbon steel or stainless steel SimpsonTiten HD concrete anchors shall be installed in accordance withICC Report No. ESR-2713 & the manufacturer's printedinstallation instructions.c)Concrete shall have a minimum age of 7 days, and the designconcrete strength (f'c) shall be met.d)Hole depth & diameter shall be as indicated on the drawings.e)Anchor spacing and edge distance shall be as shown on thedrawings but not less than the minimum allowed in the ICCReport.f)Holes shall be drilled with a hammer drill with carbide tippedbits.g)In areas receiving screw anchors, all existing reinforcement shallbe located in order to avoid damaging the reinforcement whileinstalling the anchors.h)Periodic special inspection is required for the installation ofscrew anchors.6.Expansion Anchors:a)Expansion anchors using carbon steel or stainless steel HILTIKWIK BOLT TZ2 (KB-TZ) shall be installed in accordance withthe ICC Report No. ESR-4266 & the manufacturer's printedinstallation instructions.b)Expansion anchors using carbon steel or stainless steel SimpsonStrong Bolt 2 shall be installed in accordance with ICC ReportNo. ESR-3037 & the manufacturer's printed installationinstructions.c)Concrete shall have a minimum age of 7 days, and the designconcrete strength (f'c) shall be met.d)Nominal hole depth & diameter shall be as indicated on thedrawings. Additional hole length & width and fastener lengthshall be provided as required by the manufacturer for thespecified nominal dimensions. Holes shall be dry, oil- anddust-free.e)Anchor spacing and edge distance shall be as shown on thedrawings but not less than the minimum allowed in the ICCReport.f)Holes shall be drilled with a hammer drill with carbide tippedbits.g)In areas receiving expansion anchors, all existing reinforcementshall be located in order to avoid damaging the reinforcementwhile installing the anchors.h)Periodic special inspection is required for the installation ofexpansion anchorsStructural Sheet IndexSheet NumberSheet TitleS1.0General NotesS1.1Special InspectionS2.1Guardrail Plan & DetailIN
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OUNDEDC2021-P01CITY OF ATASCADEROIMPROVEMENT PLANS FORLAKE PARK PIER ANDREVISIONSNO.DATEDESCRIPTIONRCECITYDRAWN BY:CHECKED BY:SHEET NO.PREPARED BY:DATE:SCALE:DWCMAS NOTED06/08/23PEDESTRIAN PATHWAYNALGEERINYH
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CALI RUCOEFSTASTTFNO. 6150OPAMTURLAwww.murphyse.com | 805-748-3693 | San Luis Obispo, CAWILLIAM MURPHYDATERSE06/08/202361502 12/12/23 AS-BUILTS AK
WALKWAY51-(E) FENCE TO REMAIN - LOCATE FIRST GUARDRAILPOST SUCH THAT THE MAX GAP IS 4" SEE DETAILSRAILING TO MATCH PIER RAILING ALONGWALKWAY(E) PIER ABUTMENT(E) PIER BENT AND PILES(E) (5) 3x12 PT DECK JOISTS(E) PIER BENT AND PILESEXISTING PIER STRUCTURE TO REMAIN- THIS SCOPE DOES NOT INCLUDEEVALUATING ANY OF THE EXISTINGSTRUCTURE. THIS SCOPE SOLELYADDRESSES THE REPLACING OF THEGUARDRAIL AND REINFORCINGEXTERIOR PIER JOISTS52-(1) (N) 3x12 PTDF DECK JOISTEA SIDE - SEE DETAILNOTE:BID OPTION TO REPLACE (E)DECKING w/ (2) 6" SDWSTIMBER SCREWS TO EACH JOIST43-53-HDG H2A@ BOT ASSHOWN, TYPHDG HTT4 T&B w/ 58"ØHDG ATR, TYP - CNTRON POST4" MAX6x6 PTDF POST@ 8'-0" MAX3x8 PTDF TOP RAIL w/(2) 5" SDWS TIMBERSCREWS TO EA POST(E) 2 1/2"(N) 3x12 PTDFSOLID 2x (MIN) PTDF BLKGFULL WIDTH @ HTT4 LOC(N) 3x12 PTDFINBOARD OF (E)OUTER JOIST w/(3) ROWS 16d @16" TO (E) JOIST(E) JOIST PER PLAN(E) DECKING &CONNECTION TOJOISTS TO REMAIN,SEE BID ALTERNATENOTE ON PLANCANT TOP RAIL TOWARDSDECKING @ 12:123'-6"(2) 6" SDWS TIMBERSCREWS TO EA BLKGTIGHTEN BOLTS PRIORTO NAILING HTT1" = 1'-0"51Bridge Section3x6 FLAT PTDF BOT INFILLw/ (2) 5" SDWS TIMBERTOE SCREWS & A34 TOGUARDRAIL POSTBLACK "WILD HOG HOG PANEL"INFILL PER MFRBLACK "WILD HOG HOG TRACK"- INSTALL ON ALL SIDES OFPANEL PER MFR1" = 1'-0"52Guardrail at Concrete WalkwayNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE51-2"2"2"MIN 4 1/2"FROM TOP OF (E) CURB7 1/4"MIN 6x6 PTDF POST @ 8'-0" MAXw/ (2) 58"Ø HDG ATR ASSHOWN, DRILL & EPOXY(SET-3G) w/ 5" MIN EMBED -CNTR ON POST(E) CONC CURBFLATWORK PER CIVIL(E) 8"MIN4" MAX3"3"2x6 PTDF INTERMEDIATEMEMBERS w/ (2) 4" SDWS TIMBERSCREWS TO EA POST, TYPNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE51-1" = 1'-0"42Alternate Guardrail3'-6"(E) POOL(E) SQ TUBE POOLFENCE TO REMAIN(E) CHAINLINK FENCE POST TO BEREMOVED - CUT ABOVE BASEPLATE & KEEP BASE PLATE INTACT(E) BASE PLATE AND ANCHORS TOREMAINGUARDRAIL POST PER6x INFILL POST FULLHEIGHT TO ACHIEVEMAX 4" GAP ASSHOWN4" MAX1" = 1'-0"53Guardrail at Pool Fence4" MAX SDWS TIMBER SCREWS @ 10" TOGUARDPOST w/ MIN 2" EMBEDMENTINTO POSTSHAPED 3x CAP POST TO COVER INFILLPOST w/ (2) 5" SDWS TIMBER SCREWSTO POST1" = 1'-0"43Guardrail at Pool Fence53-HOG PANEL RAILOPTION SHOWN - FORALTERNATE RAIL SEE 42S2.1 OF 8GUARDRAIL PLAN & DETAILNORTHGuardrail PlanSCALE: 1/4" = 1'-0"IN
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OUNDEDC2021-P01CITY OF ATASCADEROIMPROVEMENT PLANS FORLAKE PARK PIER ANDREVISIONSNO.DATEDESCRIPTIONRCECITYDRAWN BY:CHECKED BY:SHEET NO.PREPARED BY:DATE:SCALE:DWCMAS NOTED06/08/23PEDESTRIAN PATHWAYNALGEERINYH
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CALI RUCOEFSTASTTFNO. 6150OPAMTURLAwww.murphyse.com | 805-748-3693 | San Luis Obispo, CAWILLIAM MURPHYDATERSE06/08/20236150(N) REPLACE EXTERIORDECK JOISTS w/ (4) 6'x12'x20'PTDF - EACH SIDE(N) REPLACE (6)3'x12'x20' WITHPTDF DECK JOISTSINSTALL (1) 6'x6'PTDF POST(N) 8'x3'6" PIER RAILINGALONG PIER ABUTMENT, TO MATCH BRIDGE SECTION2 12/12/23 AS-BUILTS AK