HomeMy WebLinkAbout20190219_Bulkhead-Seawall Conditions Report 01-25-19
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: p.petrov@pma-bg.com
January 25, 2019
Scott Hudgins, Architect
Hudgins Design Group, Inc.
1107 South Coast HWY
Laguna Beach, CA 92651
BULKHEAD CONDITIONS REPORT
Milan Panic; Applicant
2104 East Balboa Boulevard
City of Newport Beach, County of Orange
PMA Job #24818
Dear Mr. Hudgins,
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 19
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
Cursory observation of the existing seawall/bulkhead were conducted by a representative of
our office on July 6, 2018. Observed were the visible/exposed portion of the waterfront face of the
seawall. Due to the site conditions, tie-backs were not accessible, thus not observed.
FINDINGS
The jetted-in pre-cast concrete panels and cast-in-place concrete coping found in a good
condition without noticeable signs of distressed.
PA2019-033
CONCLUSION
Based on our site observation, we conclude that the existing seawall is required to protect
the proposed principal structure on the lot. To be able to do so, the seawall shall be repaired as
reflected on the enclosed Preliminary Seawall Drawings SW-0 thru SW-2. Once the seawall is
repaired, no repair or replacement of the seawall shall be anticipated in the next 75. 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 contact us.
Respectfully submitted,
Plamen Petrov, P.E.
Principal
Enclosures:
Seawall Drawings SW-0 thru SW-2
PA2019-033
GENERAL REQUIREMENTS
1. CONSTRVC110NSHALLBEINCONFORM1Tl''MTHT1-IE2016EOIT10NOF"THE
M.J.APPUCA8l£LOC.&,LAN0STATE
PRIOR TO ORDERING ANY r,v.TERIAL AND/OR COMlolENONG WORK /\ND SHAl..l.
REPORT ANY DISCREPANCIES TO "PMA CONSULTING. INC." HEREINAFTER CALL£0
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17.SEE1HEL>.TEST"GENER"1.GRAOINGSPEQF1CAT10NS"OF"THEBU1LOING
DEPARTMENT FOR THE CITY'S: GEHCRALNOTES, EROSION CONTROLS, REQUIRED
INSPECTIONS. GRADING FILLS/ans a ALL NECESSARY DOCUIENT ... 1100.
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FOUNDATIONS
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7. FOI.JNDATION OCSIGN IS BASED ON THE RECOMMENDATIONS CQ,ITAINEO IN THE SOILS
RCPORTONFlLE""THTHEBUILOINGDEPARTMENT.
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P1--IONENUMBER: •• (949)642-9309
FAXNUMBER: ...................................... (949)642-1290
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GRADING NOTH
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1J. DAlUM: AU. a.EVATlONS ARE BASED ON MU.W >H>/!;P. NAVS88 DAlUM
STRUCTURAL GENERAL NOTES
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THEPANEI.S.
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14. CHAMFER EXPOSED CORNERS~· U.N.0.
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: ~~~~:;~1?lS::L r; :a R~:~s.GREAS£ OR OTHER MATERIAL
NAILING AND FASTENERS
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NAILS FOR ROOF ANO FLOOR SHEATHING SHALL HAVE A MIN Of 1)!;"
5. :~EJ:J"2::R~N:..11E ~fi:~o~~~rrisTANT COMPLYING WITH HDG G185
FlNISHANDBE MANUfAClUREDBY "SiMPSONSTRONG-TIECO.,INC."(OR
APPRO-.£DEQIJAL).ANDSHAU.HA'o£AVALIDICCNUMBERONTHE
PRODUCT. AN Y DE"1AT10N FR~ THE APPROVED PRODUCTS MUST BE
APPRO-.£DBYTHEBUILDINGDEPARTMENT. NOTBYTHEFlELDINSPECTOR.
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7. :!:fN~i:CHANICAL OR ADHESIVE ANCHORS/DOYIELS ARE INDICAlED ON
A)MECHANICALANCHORSSHALLBESTAINLESSSTEELHILTIKWIKBOLTKB-TZ
ANO BE INSTAUEO IN ACCORDANCE WITH ICC ESR-1917
B) ADHEsi,,i~:~T;H~ 1~E A~~~l~~~~i;w ~~-;~~7 ~ MAX-SO"
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C) HOLES SHAU. BC ORIUED WITH NON-REBAR-CUTTING DRILL BITS.
D) CONTINUOUS INSPECTION IS REOUIREO FOR THE INSTAl..l.ATION or THE Al.I.
ANCHORS/DOWELSBYAREGISTEREDSPECIALINSPECTCAAPPROVED
BYTHEBUILOINGDEPARTMENT.THEINSPECTORSHALLVERIFYTHE
INSTAU.ATION or ANCHORS/DOWELS IN ACCORDANCE 'WITH
MANU FAClURER'S RECOM MENDATIONS INQ.UDING CLEANLINESS or DRIU.
HOl..£SANOPROPEREMBEDMENT.
E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM%" DIAMETER
AT 24" ON CENlER ....,TH A MINIMUM or 5" EMBEDMENT.
ANCHOR RODS
1· ~r t:~r:c~ si;~A~~f~R~ :1~~0Ail-2s:~s 150
2. ~~~11~N~J~~tr::A&C::~Gcr~:~~C~~iTEli>TI~ or ANCHOR
BEAM. TENSION ROOS TO 1,000#. COMPLETE BACl<FlLL & COMPACTION TO
ROUGH GRADE & TENSION ROOS TO 5,000,.
GENERAL SPECIAL INSPECTIONS
~w::~D (~lJ~,J1~~J1 ~ ~~:ioouf~SP~~'"to:'.t.r~~~OO BY A CITY
A) SITECONCRETEWORK(COPING&ANCHORBEAM): .......... CONTiNUOUS.
B) INSPECTSHEETPILEFORLENGTH&DAMAGE: .............•.. NON -CONTINUOUS
C) T&GLOCKlt.GorPANEI.S: .............................................. NON-COOTINUOUS.
0) ANCHORROOTENSl0ti1NG: ••.•..•...•..•..•..•..•..•...•..•..•..•..•...•.•• CONTINU0US.
E) GROUTINGCKPVCSLEEVES• ..•..•..........•..•..•..•..•......•..•..•..•. NON-CONTINUOUS.
f) PIUNGINSTALLATION: ...................................................... NOO -CONTINUOI.JS. ,,
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CAISSON INSTALLATION PROCEDURES
: !({~~\J1t~~,,{j:~~:!~:;
=~~l~~~Wr&~lR~G:TorPRl::.OTOPSl~E CONCF!£TE HAS
CONCRETE REPAIR
AFTER THE REI NFORONG Of THE EXISTING SEAWAU. IS ca.!PL.ETED IN
COMPLIANCE""THTHEREQUIREMENTSASSHO\IINOOTHISSETOFORAWINGS,IT
ISRECOMMENDEDTl-lATTHEO'IINERSHAU.HIREACOMPANYSPECIAUZINGIN ~~uf:1'iic p:~tfl<:,,~ F)J( THE CURRENT CRACKS. 'IIHERC OCCUR. AT
ABBREVIATIONS
A.B. .......... ANOIORBQ.T DN ········-···OO'IIN A.C. ASPHALTCONCRETE OP .........•.. DEEP
~P. ··::::·:::~~=TE PA"1NG g~ ·:·::.:·.::.=:~)T t---~ ·~
C.J. COMSTRUCTION..lllN,"" ~····::::::·~OEJOIST a. ......... .
CLG .. .
CI..R •••
C.M.U. "'-.. =" =< =, CONT •••. =~ =• "' -~,
DF ...
D.F. DRIN~l'IG fOl.!NTAIN
OIAG ........ OIAGONAL
DIAPH ...•. -.• DIAPHRAGM
OIA OIMICTOf
OIM ......... Olt.lENSION
FlR •.•.••.• FLOOR
F.0.C .......... fACEIYcCOMCRCTE f.0.M ..•.•.•. fAC[()f"MAS(HIY
F.O.S. ......... FACE~STUD
f.N ............ flELDNAIUNG
f.S. .•.......•. FAFISIOC
FT .... f"EETORFOOT
fTG ..• FOOllNG
GALV GALVANIZED
GA .•.•.•.•• GAUGE
G.I. ,., .......... GALVANIZED IRON
GI.B ••••••• Cl.U-LAMIIEAN
GL.P ••••••••••• CLIJ-LAMPURI.JN
GYPBD * .•. G"l'PSUM80ARD
HDR .•.• -.•.. HEADER
HGR ... HANGER
HK. ..,HOOi(
HDRIZ ••* .. HDRIZO~TAL
H.P. ····-·····HIGHPOINT
HT •.••.•.. HEIGHT OFF -· OFFICE l.f .•.•.•.•.• TOPOf"FOOTING
H.S. , .•.•.••.•.• IIGHSTRENCTH a>NG .••..•. a>ENING l .B. ..•....•.•.. TOPOf"BEAM
HVAC ...... , .•.• ~ATING,Mt!TIL.ATING & OPP HO ...... OPPOSITE HANO TG •••••••••••• TAPERED CIRDER
AIRCOODITIONING O.S.f .••.• -... OUTSUlEFACE T.O. TOPOFOIRDER
IN ............. IND! P.C. .•....•.... PPECCUMN THK .....•...... THICK ::~o ... ::::::::::::=~~llOII ~ ............. ~~iE~~RTY UNE rLRU. ·:::·::::::~~LEDGER
J.B •.•...•.. JOISTBEAFl':NG P1LAS ........ PILASTER T.N ·····-···TOPDFNAII..ER J.G ..•.•....•.... JOISTGIRDER Pl.'NIO .....•. PI.YWOOCI T.O. •...•. -.•. TOPOf" ::r :-:: .. ::: ... : ~ ~ .... * .... ~~=~ ~ ~~ r..rc11 ~:g:i .......... ~~~~ET/PANEL
K.O. ............. KNOCKOl.!T P.T .......... PRESERVATIVE TREATED TOT ...... . t,d ........... : t_:~AL ~R· ... : .:::·:~~~~~ BAR =~
LDR .•.. LIDGER fil.B. .•....•.•..• ROOFBEMI TS
LG .............. LONG REQ'.I ...•....•. REOUIRED T.S. ·-·····
LLH ............ LONGLEGHOFIIZOIITAL RONf ~Cl!CINQ r.w ....... .
U.V •.......... LONGLEG'.OITICAL REF ........•.. REFERENCE TYi' .......... n'PICAL
t~GI~ .... ::::.::: t:Cl~~AL ~~ ·::::·::::·:: ~~sic;.ST ~f .. : ... :::.:~~AL NOTED OTHER'IIISE
LT .•.••.•..•. UGHT RN ...•........ ROOM V.lf ..•.. , .•.•.. ',UIJ'I" I~ FlElD =:!'" .:.:.:·::::·.=~n:i! ~ ::::::::.::.:~°;/:i~ENNG ::t :::·:::·:·:::·~
M.B ........... MACHNEBQ.T SECT •••••••• SECTION W .......•.... "MOCFl.ANOE
~[ ·:::··:i'.i~ ~E~a.T f[ ... :.::i::.~.::_:~lti:NT f ::;::::};;~;~;:~:~TSTANT
MEZZ ....... MEZZANINE S.P ........... SPUCEPOINT w.w.r ......... VIEi.OED W.RE FABRIG
Mfll .. * ...... MANUFACRIRED SPA ..•..•.•..• SPACING X .............. EXTRASTRONG ~';:' ····::::·:::=::ii~ruRER ;:;E~ .• ······:::~~TIONS io: ............. DOU9l£EXTRASTRONG
Mi5C .* .• NISCEU.ANEOUS STAGG .... STAGGERED
M.f,0, ••••• ,METALFRMIEO OPENl!<IG STD .•.•.•.•. -.STANDAFIO =~.H_-·· .... ·.=~H8f;: ~~tT •. :.::::·.::.:·~~ER tr ~;:'-=-lit:::i~~~ rilr~~~-
PRIORTOPERFORMINGANYWORKINTHECITY
RIGHT-Of-WAY AN ENCROAQ-IMENT PERMI T MUST
Bt:OBTAINEOFROMTHEPUBI..ICWORKS
DEPARTMENT.
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210• East Balboa ".tt' i" f::
... ..,. , 8ou levasa ~ 11.. '• ~ ~ :,,,I' ~<\ w >
"-~ 'I\.!; I: 4 (!) !:i: :
PROJICT if g l ~g ~
SIT! '\. \ ~__J W 0
Q... "'" i ~Oci~ ~
I"· -f(k, :Cl ·' w ~ ~ c( c(
... .,.." 0,. lookout POffll q w I CD ~ ffi
-. I~ c§:i: Z ~ ffi; ~ ~
S1a1e Beach ~ ~ ~ :§ ~ Corona dei Ma~ ~ :3 ~ ~ ~
'"' ~;:li:!!~ if
VICINITY MAP et: Cl) ;; !l! ti
SCOPE OF WORK,
1. TO REINFORCE THE EXISTING SEAWAU BY UTILIZING NEW OYVIIDAG TIE-BACKS
CONNECTING THE SEAWALL TO NEW CONCRElE CAISSONS PLACED BEHIND IT. rl ;I i ~ N w
~ 0 : J~ f-~~~~~~~~~· ••
2. TO RAISE TOP OF THE EXISTING SEAWALL TO +10.05'NA~88 AS REQUIRED
BY THE CITY Of NEWPORT BEACH.
NOTE TO THE BIDDERS,
AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE:
1. NOTIFY Tl-IE ARCHllECT AND/OR THE ENGINEER IN 'NRITING, REGARDING ALL
DISCREPANCIES REQUIRING CLARIFI CATION. PRIOR TO THE "BID SUBMITIAL".
i---.~ «: z 2. If THE ARCHITECT ANO/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER
:~A~B~,TI~G~t}L1:~1~ JlriA~oTHJ~f!tCi:J"'r1 CCO~s:,~r~TH THE
MOST SlRINGCNT CONDITIONS.
J. Tl-IE CONTRACTOR SHALL NOT BE EN TITLED TO ANY AOOITIONAL COMPENSATION
FOR ANY DISCREPANCY DISCOVERED AFTER THE -Cl.OSE Of THE BID-.
SW-0 ~ :::; w et: ~-------------------------------------------------------------------------~-----------------~~---~a.
PA2019-033
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~~0 1/25/19 REINFORCE THE EXISTING
SEAWALUBULKHEAD LOCATED AT:
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1--~24~8-18'--< 2104 EAST BALBOA BLVD .
!ii DAA:.PETROVA
CHECKEO
P.PETROV
NEWPORT BEACH, CA 92661
SITE PLAN & ELEVATION
PRELIMINARY
OWNER/ APPLICANT
MR. MILAN PANIC
2104 EAST BALBOA BLVO.
NEWPORT BEACH, CA 92661
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ConsultingStruclural Fnwnec,-
2816 1 C...i1t<11Ct.,Ulfl"'IIIN~CA92677
Phone:(714)7 17-7542
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REVISIONS PA2019-033
CONT TOP RAIL
PERARCHT
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PANELS WITH MIN Fb •14 KSI.
INSTALL CONT POLYVINYL
CHLORIDE SETTING BLOCK AT
BOT or CONT 1Hi° WIDE X ~-
DEEP GROOVE CENTERED AT
CONC ANO fill ABOVE WITH
"RAPIO SET" OR "POR-ROC"
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