HomeMy WebLinkAboutPA2022-033_20220203_Bulkhead-Seawall Conditions_1-27-22
P M A C O N S U L T I N G , I N C .
CONSULTING STRUCTURAL ENGINEERS
28161 Casitas Ct. PH. (714) 717-7542
Laguna Niguel, CA 92677
e-mail: consulting@pma-bg.com
January 27, 2022
Virgil McDowell
Virgil McDowell, Inc.
24215 Lema Drive
Valencia, CA 91355
BULKHEAD CONDITIONS REPORT
Mike Boone; Applicant
408 Via Lido Nord
City of Newport Beach, County of Orange
PMA Job #39721
Dear Mr. McDowell,
PMA Consulting, Inc. is pleased to provide this report in accordance with Section
21.30.15.E.3 of City of Newport Beach Municipal Code.
STATEMENT OF THE PREPARER’S QUALIFICATIONS
Plamen Petrov, P.E., the preparer of this report, holds a Master of Science in Structural
Engineering from University of Architecture, Structural Engineering & Geodesy of Sofia, Bulgaria,
and is a Licensed Civil Engineer by the State of California Certificate No. C66947. For the last 22
years of his professional career, he has been actively involved in the design and entitlement of
many Waterfront Developments such as custom homes, seawalls, piers, platforms, floating docks
and marinas. A great number of Bulkhead Condition Reports prepared by him have been reviewed
and accepted/approved by California Coastal Commission.
All the above being said, Plamen Petrov, P.E. shall be considered a qualified preparer for
the Bulkhead Conditions Report on this project.
OBSERVATION
A cursory observation of the existing seawall was conducted by a representative of our
office on January 14, 2022. Observed was the visible/exposed portion of the waterfront face of the
seawall.
FINDINGS
The seawall, which is a typical retaining wall consisting of continuous concrete footing and
CMU stem wall, was found in a good condition with some minor repairable cracks.
1PA2022-033
CONCLUSION
Based on our site observation, we conclude that the existing seawall is required to protect
the proposed principal structure on the lot. Due to its current good condition, no repair or
replacement of the seawall shall be anticipated in the next 75, except the alteration reflected on the
enclosed DWGS SW-1 & SW-2. If during this period though, the seawall displays any sign of
distress that requires immediate attention, it should be repaired or replaced at that time accordingly,
without seaward encroachment from its current location.
The above conclusion was prepared based on the existing conditions, proposed drawings,
and within the inherent limitations of this study, in accordance with generally acceptable
engineering principles and practices. We make no further warranty, either expressed or implied.
PMA Consulting, Inc. appreciates the opportunity to work with you towards the successful
completion of your project. Should you have any questions regarding this report, please give us a
call.
Respectfully submitted,
Plamen Petrov, P.E.
Principal
Enclosure:
Seawall DWGS SW-1 & SW-2.
2PA2022-033
3GENERAL REQUIREMENTS 1. CONSTRUCTION SHAU BE IN CONFORMITY V.,TH THE 2019 EDITION Of THE g~~ll~~N~:/UILDING CODE (CBC) AND ALL APPLICABL£ LOCAL ANO STATE CODES ANO 2 SITE INSPECTION: ll1E CONTRACTOR SHML EXAMINE THE PROJECT SITE & SHALL ~~l~~~g~~i'~~·~fg~Ro~~Ati_E~~~n~~~Er:Tl~~N~~S~NA\E THE SITE FOR THE POSSIBLE EXISTENCE & LOCATION Of UNDERGROUND UTILITIES. PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK ANO SHALL REPORT ANY DISCREPANCIES 3. ~~N~~1r~~N~~~~cp~i~-~[ H~:~~~~~~ '.;.~~iE~~~~NNCl~~~~CTION AS ~~~JR,fgTg: iJ~[E ti~sbf{~~0ge:J;RESENTATIVES Of CITY AND UTILITY COMPANIES CONCERNING AVAILABL.£ FACILJTlES BErORE COMMENCING WORK OR CONNECTING TO SEWER, PIPING OR WIRING, ETC., ANO REPORT ANY PROBLEMS TO TliE ENCINEER 5 CONTRACTOR SHALL Fl.IL.LY PROTECT ALL ADJACENT PROPERTIES BEFORE COMMENCING AN'r'WClRK. 6 g~;,~~~N~H~~ C~ti:1~~1JG~~1:\NHtr~;TI~~E~r~t~N:iE~:A~~G~,E;~~S6 AND BEFORE PROCEEDING WITH THE WORK 7 CONTRACTOR SHALL INSTALL TEMPORARY TaLETS BEFORE START Of JOB. 8. NOTES AND DETAILSONDRAWINGSSHALLTAKEPRECEDENCEOVERTHESEGENERAL NOTES 9. TYPICAL DETAILS SHOWN SHALL APPLY 'M-IERE NO SPECIAL DETAIL IS SHO'Ms. WHERE A DETAIL TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS SHOWN FOR ONE ~g~~g1g~~~~~:LL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITlONS UNLESS 10.DRAWINGSTAKEPRECEDENCEOVERSPECIFlCATIONS. DETAILEDDRA'MNGSAND SPECIF'ICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND SPECIFICATIONS :~•. ~1;5~A~~M~~~ig;~N(~~:a~~L;~DDl~~~~~s~;,~L~EB~R~~gED AS REQUIRED ~~F~. ~1:1~~R~~·A~D~iu('~ 1~:t1~DGN~LLLJ~~ti:E~~ ~T~l~1;";_¢ND CONNECTED ANDARECAPABLEOFSUPPORTINGTHEDESIGN LOADING 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDlilONS DURING THE COURSE OF CONSTRUCilON OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: TliAT TlilS REQUIREMENT SHALL APPLY CONilNUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND TliAT TliE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 11-,E O'M'IER AND Tl,[ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECilON :1HM ~EE pi~t~~~1~~~N~E ~R~~N o:1iRP~~~~• EEN)(~~~~~G FOR LJABILITY ARISING 14.TliECONTRACTORSHALLEXERCISEEXTREMECAUilONNOTTOUNDERMINEANY ADJACENT STRUCnJRE DURING Tl,[ COURSE OF CONSTRUCTION 15.Cl.EANUP:NOPAINT,PL.ASTER,CEMENT,SOIL,MORTAROROTHERRESIDIJESHALLBE ALLOWED TO ENTER T11E BAY, STREETS, CUTTERS OR STORM DRAINS. ALL MATERIALS & 16. ~~~it:LLA~ :!~0R~~ ;:g~ ~: ~x~TI~gM;u~JHtig2~AT IS NOT USED AS FlLL SHALLBEREMOVEDFROMTI-lESITE&DISPOSEDOFINANOmCIALDUMPSITE. 17.SEETl-lELATEST"CENERALGRADINGSPECIFICAilONS"OFTI-,EBUILDINCDEPARTMENT FOR THE aTYS: GENERAL NOTES, EROSION CONTROLS, REQUIRED INSPECTIONS, GRADING FILLS/CUTS & AJ.L NECESSARY DOCUMENTATION 18, :~~~RE ~:~,.;;~c~sE,::~o A~g~~ld~ OTHER FREESTANDING STRUCTURES 19. ALLA.S.U.1. SPEaFlCAilONS NOTED ON Tl,[ DRA'MNGS SHALL BE IN ACCORDANCE WITHTI-lELATESTISSUEOFTHEA.S.TJ,1 20.0BSERVAilONVISITSTOTHEPRO..ECTSITEBYTI-,EENGINEERSHALLNOTBE CONSTRUEDASANYINSPECilONASREQUIREDBYCODE. FOUNDATIONS ~r™cE~ik5!~{iR 0[H1LE0~t~j~~R~L~~u~:~N~NN~tii~ S:R~~Et6P~~ ™E EXCAVATION Of ALL FOOilNGS AS CALLED FOR ON 11-,E DRAWINGS. 3. FOOTINGSSHALLBEARONNATlJRALUNDISnJRBEDUNIFORMEARTI-,ORENGINEERED COMPACTED FILL NOREINFORCINCSTEELANDNOCONCRETESHALLBEPLACEDINANYEXCAVAilON PRIORTOAPPROVALBYTliEBUILDINGDEPARTMENT 5. THETOPOFALLEXCAVATIONSSHALLBEPROTECTEDAGAINSTHEAVYSURCHARGE LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-Off DURING n-JE ENTIRE CONSTRUCTION PERIOD. 6. THE SOILS REPORT DESCRIBED UNDER ITEM NO. 9 BELOW SHALL BE A PART OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN 11-,E SOILS REPORT AND COMPLY 'MTI-l ALL RECOMMENDATIONS TI-lEREIN, 7. PADPREPARATIONSHALLBEINACCORDANCE'MTHTI-lESOILSREPORT,THEPADSHALLBE INSPECTEDANDAPPROVEDBYTHESOILSENGINEERPRIORTOPL.ACINGANYCONCRETE.THE PAD SHALL BE KEPT MOIST PRIOR TO TI-lE PLACING OF CONCRETE 8. NOPIPESORCONDUITSSHALLEXTENDUNDERISOLATEDCOLUMNFOOilNGSORUNDER CONilNUOUS WALL FOOTINGS UNUSS SPECIFICALLY DETAILED OR APPROVED BY T11E ENGINEER AND THE BUILDING OFTlaAL. 9 FOUNDATION DESIGN IS BASED ON TI,[ RECOMMENDATIONS CONTAINED IN TI-lE SOILS REPORT ONFIL£'Mil,THEBUILDINGDEPARTMENT. SOILS DESIGN PARAMETERS USED IN TliE DESIGN ALLOWABU SOILS BEARING PRESSURE FOR CONilNUOUS FOOilNGS 1500 PSF ACilVE SOILS PRESSURE FOR SITE RETAINING WALL .............................. 80 PCF PASSIVE SOILS PRESSURE.. .. .. 250PCF ~toST/~~is~:itiLT~~VENUE FlJL1£RTON,CA92833 .......................................................................... (7H) 870-1211 ~~~~ =~~g:; ~~MBER.... -----~5t1¼~~;;_01 STRUCTURAL GENERAL NOTES STEEL 1.STRUCTURALSTEELSHAPESANDPLATESSHALLCONFORMTOA.S.T.M.A572GRADE500R A992 'MTI-, Fy -50 KSI 2. STEEL PIPE COLUMNS AND OTI-lER STEEL PIPE STRUCTURAL MEMBERS SHALL CONFORM TO A.S.T.M. A53, GRADE B 3. :s~UCTlJRAL STEEL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE 8, Fy -46 4, BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTI-lER\\IISE. WHERE HIGH ~~~~~: T~·!1.~~~T;J~~E sf~i'.:kE~,/~~[E~~A:fo~~ ~~~~~f o~A~f;L:~i T11E INSTALLATION OF H.S. BOLTS SHALL BE INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. 5. ALL BOLTS HOl..£S IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O. 6. STRUCnJRAL STEEL "NELSON" STUDS SHALL BE MANUFACnJRED FROM C1015, C1017 AND C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108-58T. 7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS FOLLOWS A) FOR 18 GA. TI-llCK AND LIGHTER STEEL: A446, GRADE A (GALVANIZED) OR A570, GRADE .B OR A611, GRADE C -ALL HAVING MINIMUM OF 33 KSI YIELD STRENGTI-,. 8) FOR 16 GA. T111CK AND HEAVIER STEEL : A446, GRADE D (GALVANIZED) OR A570. 8. FAc:R1g;TI1% o:N;~rf:C~1~~D~H~LL-C~~LFi~VI~~ ~~M~TE~ i~I~~~ '!1ci:-LDA.(~~NGTI-l. SPECIFICATIONS 9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED BURNINGOFHOLESSHALLNOTBEPERMITTED 10. ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPOXY COATED REINFORCING STEEL 1. FOR STRUCTURES EXPOSED TO SALT WATER SPLASH OR IMMERSION, REBAR REINFORCEMENT SHALL CONFORM TO ASTM A 706 AND BE INTERMEDIATE GRADE ~~s;,~~~si,;o:N~\~CL e;E;NiNgRit~~S. A~iD G~fCL ~oE 'G~~~s1c6~~~A~~R ASTM A 934 OR ASTM A 775. WELDED WIRE MESH SHALL CONFORM TO ASTM A ~8~st~DDi~~\Ls 8}N~Pgi; fS;sTEiEi~~Fg~~~i. T~R~~T~s~D8~~ ~t1RE~~~ORCING STEEL SHALL BE EITHER EPOXY COATED STEEL, OR A 316 STAINLESS STEEL 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 42 BAR DIAMETERS IN CONCRETE AND 48 BAR DIAMETERS IN MASONRY 'MTH 24 INCH MINIMUM LAP IN EACH CASE, UNLESS NOTED OTHERWISE ON PLANS. ALL SPLICES WrlEN DETAILED SHALL BE LOCATED WrlERE SHOWN ON PLANS 3 REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION IMTH METAL OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC., AND ,,.,,RE TIES BEFORE PLACING ANY CONCRETE. 4 ADDITIONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE PANELS SHALL BE ADDED PER THE CONTRACTOR'S DETAILS. 5 WELDED IMRE FABRIC FOR SLABS ON GRADE SHALL CONFORM TO A.S.T.M. A185, BE IN FLAT SHEETS AND HAVE A MINIMUM LAP OF ONE PARALLEL STRAND BUT NOT LESS Tl1AN 6". 6 MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERVIISE. A) CONCRETE BELOW GRADE OR IN CONTACT Wlll1 SOIL: WHEN CAST AGAINST EARTI-, 3", WrlEN FORMED 2" 8) WALLS ABOVE GRADE; EXTERIOR FACE 2", INTERIOR FACE 2", C) PRECAST CONCRETE ELEMENTS: AS DETAILED D) CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB, UNLESS NOTED OTHERV/1SE. 7. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE \rv1TH CBC SECTION 1907. 8. ALL TIE W1RES SHALL BE MINIMUM 16 GAUGE. BLACK ANNEALED. CONFORMING TO A.S.T.M. A82. 9. ALL REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BONDING 10. ALL BENDS IN REINFORCING SHALL BE COLD BENDS. CONCRETE 1 ALL CONCRETE MIX DESIGNS, CONFORMING TO CBC REQUIREMENTS SHALL BE SUBMITTED TO ~~1f\!~1¥s:1f1t?ti:~if;~~:c~!~[if~c~R~J;ff\1 !{~Ji;~sNJN~ER 2 r~5oi~Ji:Z%~~~:~~:~~l~;~:;x~~1E\~5:I?fJ~:~o~~i!:O:EiE00s°H:J ~~ A EXCEED4". 3 CONCRETE GROUT SHALL HAVE 11-,[ SAME COMPRESSIVE STRENGTli AS 11-,E OTliER ::~::;1:~M:}~~~;;~:~?:ru~1~ir:~~~:~=R~.~?:~ri~~~t~L~~?R~i~~i~~ COLUMN BASE PLATES SHALL BE "POR-ROK. OR "FIVE STAR GROUT" OR APPROVED EQUAL 4 CONCRETE SHALL BE DESIGNED FOR PERMEABILITY, STRENGTH, CI-IEMICAL STABILITY AND ABRASIONRESISTANCE.APPROPRIATEFORITSAPPLICATION.PORTLANDCEI.IENTSHALL ~~1~~~ii1E 2!~ s~ J~oT;lMfi:~t~~~~tl?;~l:~::~g[Jf!i~~:~™ c 260. COARSE AND FlNE AGGREGATE SHALL CONFORM TO ASTM C 33, AND ASTM C 330 ~~:si'i~~~c,.iitoGc,.iEg1;;~;;iEJfCt~G~ru;rJ;t:N:Gs:w:i!I· i ~t~~cfE~LL 5 ~~1i1~s~1~:~r;~TY ~f;:~J~d~Nfs~cf5l~~:i:tJJ;:~i~c:;GINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES AND MUST ALSO ~~ffgf!tW~Jffoti~~\WuilA~~:~~::: :::~s MUST HAVE HIR ~~1:i~~i~~~!i~tit:~r~~irfJ!~~DH:::R:;IMUM CEMENT CONTENT ~~z~~;J5;0RM WORK TOl..£RANCES SHALL BE IN ACCORDANCE Will, CBC AND A.C,I 10.ALLSTEELREINFORCING,ANCHORBOLTS,DO\\£LSANDOTHERINSERTSSHALLBESECURED 'i:-i:~~:i~G A~~ l~S:~~1;;gR:~.Tl-lE LOCAL BUILDING DEPARTMENT INSPECTOR, PRIOR TO 11· t~l/t~si:~lLiR~~~ii. i:i~i~~~\~1~Klli~tf6~~:..,r°i:rcW;fN· ~RJl~cAANVLS. 12.NOCALCIUMCHLORIDESHALLNOTBEUSEDINANYCONCRETE 13. ALL CONCRETE TO BE CURED FOR A MINIMUI.I OF 3 DAYS BY A METI-lOO ACCEPTABLE TO TliE ENGINEER. FORMS MAY BE STRIPPED ONLY AFTER Tl,[ CONCRETE HAS ATTAINED MINIMUMCOMPRESSIVESTRENGTHOF3000PSI. 14.CHAMFEREXPOSEDCORNERS'W U.N.0. 15. SPECIAL INSPECTION FOR ALL CONCRETE IS REQUIRED. MASONRY 1.MASONRYUNITSSHALLCONFORMTOA.S.T.M.C90,GRADEN-1,Wlil,DESIGNSTRfNGTI-,f,n 2, 2~i~ fJ!lJH!'t.t°~fTYPE V PER ASTMC150 ""'™"-3.MORTARSHALLBETYPESCONFORMINGTOA.S.T.M.C270,MINIMUMCOMPRESSIVESTRENGTI-, fc -2000 PSI AT 7 DAYS. 4. MORTAR SHALL BE IN ACCORDANCE 'MTI-l TABLE 2103.8 OF THE CBC 5. IF MORTAR IS TO BE COLORED, INERT COLORING PIGMENTS MAY BE USED, BUT NOT 10 EXCEED SIX (6) PERCENT BY WEIGHT Of CEMENT. CARBON BLACK SHALL BE LIMITED TO 6. ~~~E Flciti7oNR\1~%~ALL CONFORM TO A.S.T.M. C144. 7. AN ALLOWABLE MORTAR AD~IXTlJRE SHALL BE SUCONEM "RED LABEL" MANUFACTURED BY SIKA CORPORATION. 8. HYDRATED LIME SHALL CONFORM TO A.S.T.M. C207 = 9.ALLCELLSSHALLBEGROUTED,UNLESSNOTEDOTHER'MSEONTI-,EDRAWINGS. 10.GROUT SHALL CONFORM TO A.S.T.M. C476 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGT11 t'c-2000 PSI. 11.CfilSBEINGFILLEDSHALLHAVEl/c:RTICALALIGNMENT. 12-~YJ~R~ti'.1.G :At~JAR, OTliER OBSTRUCilON OR DEBRIS SHALL BE REMOVED FROM INSIDE 13.MAX HEIGHT OF THE GROUT POUR SHALL BE 4'-D" UNUSS CLEANOUT OPENINGS A.R£ PRO'IIDEDATil,EBOTTOMOfl}j[CELLSBEINGFlll£D 14.IF WORK IS STOPPED FOR ONE HOUR OR LONGER. PROVIDE A HORIZONTAL CONSTRUCTION JOINT BY STOPPING THE GROUT 1½" BELOW 11-,E TOP Of TliE BLOCK. 15.AN ALLOWABLE GROUT ADMIXTURE SHALL BE "GROUT AID" MANUFACnJRED BY SIKA ~~s!~~,~?s~,2~~1~g:.5~stW~cCONSTRUCTION IS REQUIRED AND SHALL COMPLY WIT}j 17.~t:t~s~:~ BE RESPONSIBLE FOR ENFORCING ALL CODE REQUIREMENTS FOR MASONRY CITY OF Nl::Wl'ORT BEACH COM~IUNITI' Ot'.\'[LOP/\1£;<,,'T O[PARTMF'-1''T I BUILDING DIVISION STRUCJYRAl-OBSEB'fAIPI GENERAL NOTES I.~ -■ --RIii NS l'lllBI' • 1 ~IME«n-■---•-.a.•011.---.aDDN:IE __ ,,_~_, ... ,.__,.. -.. -r, ..... a.s ..... DG>o&-_,. .... -----··---.s:,as1.._,,,--.,:am-•auu11c -FCll--,QTOIME-CX-ICJ~<olt~-o:'O■hlU:UJooco::u.ans 11. Oll-------•--;i_ ~---'"!1----IME ~-"■-11_1_001ME"111,1;"1aM. -.o-.. -="'----·---, .... --.~·~---TO-.. ~~-•·uo-~a-TOIME--~---1.-TO-.. .. lnu::n.-.. Oll_._.11111e.NOfiJOJll<WICTOI_IH!_DMi -~ -• .._ ___ f;UffllMER--• -,u,1111!..,..IJIO"'!~-.:i«U.f. $ THE..:.WD ___ Ol•--THE-1 __,._"'OIOIIM!""'--'UI--TO!""I~ I. IME~---•~--D. --~-OICDo■1!U:fOI-MCIIYOF --~-.,..---""· -··---'"'--""'r,,u;r.-, STRUCTURAL 06SERVATION SCHEOlllE MT£ IIDOREIS· 408 Y1A LIDO NORD ro•~•,nc--MCI-OIIIIC!_TIIW_ I ~I;;' ""':,,,,~==--~=••---~ -n-r~~ ~~~O:.:':~ ~IIUff-llUI-OICOIIRlllrna ■MXl!Nll, .... ,0.,,0,,IOIIINIXll'IS PRIORTOPOURINGCOHCll{TE ~5 ---~ c.o&a:IO.OU.<WU ... -D-1 E a~ ~ ISSUANCEOFABUILDINC~~ITBY™EOTY OFNEWPORT8EACliOOESNOTREUE\IE APF'LICANTSOFmELEGALRECOIREMENTSTO OBSERVE COVENANTS, CONDlnONs AND RESTRICTIONSWHICHMAYBERECORDEDAGAINST ™EPROPERTYOR TOClllTAIN PLANS. YOU SHOULDCONTACTTOURCOt.lMUNITYASSOCIAnON PRIOR TO COMl,IENCE~EJfl OF ANY CONSIBUCnONAUTl-lORIZEOBYTHSPERMIT. PRIORTO~FORMINGANYWORKIN THECIT'f RIGHT-OF-WAYANENCROACHMENTPERMITMUST 8E08TAINEOfllOMTHEPU8UCWORKS OEPARTMENT. i z w 01/2 ,l .: I_ .. , p Jlid ..Jln i if Ji • w 8 a, ~ ~ I <( Cl"· o::i: ~~ 0 a, gt-J er ,$0 ~i .. z 0 <I) ~" ~ (!) I-fa ~ (!) <( (0 UJ ~@ ~ ~ 1-1-u z CJ)<( Cl • < ~ 8 ~~ ffi w ~ ~~ b ~ ~ g ~ ~ a:: :s: :$ 0 c2 ~<(>~ ~ I ...J w cow UJ I SCOPE OF WORK, < rn ,1 z '-' 1. TO CONSTRUCT NEW CMU INFILL FOR 11-,E EXISTING STAIRCASE PASSAGE AT NORTI-,-WEST END OF THE GARDEN WALL/SEAWALL AS SHOWN ON SITE PL.AN 2. ~D c~~l~LSN~~ ~EJiNG FOR STAIRCASE 1N Tl-IE MIDDLE OF n,E GARDEN ~:L~(or=~~Ak'iA~ C,.~N~JJ~ i~wSl~up~fJUf~D Gt:f~~s wt~Lfw=~~ALL AT NOTE TO THE BIDDERS, AFTER 11-,0ROUGHLY EXAMINING Tl-IE CONSTRUCTION DOCUMENTS AND Tl,[ SITE: 1. NOTIFY T11E ARCHITECT AND/OR Tl,[ ENGINEER IN 'M<ITING, REGARDING ALL DISCREPANCIESREQUIRINGCLARIFICAilON,PRIORTOil,E"BIDSUBMITTAL". 2. IF THE ARCHITECT AND/OR TI-lE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED ~~~t~ i:~~i:fcc~~~~~N:.ID TO COVER ALL COSTS TO COMPLY Will, 3. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITlONAL COMPENSAilON FORANYDISCREPANCYDISCOVEREDAFTERTHE"Q.OSEOFTHEBID" ~ > ~ ~ :i z'.L I 5 SW-1 PA2022-033
40 :0 p o/!l c:J ' lifi G) 8 z z u, :0 m c! :0 z ~ r G (/) m 5::1 i5 z C ~ r r (/) m 5::1 i5 z < -~ ~ " :,: ~ Cl) ~ I I'-) I I I I I I I I I r----c-. ~vi I I I I I I I I I 0~''01;27;22 ALTER THE EXISTING GARDEN WALL/ SEAWALL LOCATED AT: P.f-'t.lkOV CIILCKLU 1-'.l-'I lkOV 408 VIA LIDO NORD NEWPORT BEACH, CA 92663 SITE PLAN AND DETAILS t~@ tit) OVINtR/N-'PLICMI MIKE BOONE 408 VIA LIDO NORD NEWPORT BEACH, CA 92663 VIA LIDO NORD 11·-s·± (El CMU G,1,RDEN Wi>J..1/SE.l,WALL 4'-7".t CUT 9·-n._ (E) Cr.tu GAADEN 3'-5"±(N)CMUGAAOENWAll/ OREUAIN AT(E)WAL.LW,'Jl/SrAWALLTOREliWN F"ORST,t,1R NEWPORT BAY PMA Con!iulting, Ine. c' Cu:t"""tingStru<,;u,..JE.ngi,'°""" "' 211161 CasilllSO., l.4'11IlaNig11el, G\ 9'MTI EM..il~~~~wtto PA2022-033