HomeMy WebLinkAboutPA2021-094_20210527_Bulkhead Conditions_4-15-21PMA CONSUL TING INC.
CONSUL TING STRUCTURAL ENGINEERS
28161 Casitas Ct. PH. {714) 717-7542
Laguna Niguel, CA 92677
e-mail: consulting@pma-bg.com
April 15, 2021
Bradford C. Smith Architect
425 30th Street, Suite 22
Newport Beach, CA 92663
BULKHEAD CONDITIONS REPORT
Mr. & Mrs. W. Bruce Voss; Applicant
3909 Marcus Avenue
City ofNewport Beach, County of Orange
PMA Job #37020
Dear Mr. Smith,
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. C.6694 7.
For the last 21 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/bulkhead was conducted by a
representative of our office on October 12, 2020. Observed was the visible/exposed portion of
the waterfront face of the seawall. Due to the site conditions, tie-backs or buttress walls were
not accessible, thus not observed.
FINDINGS
The cast-in-place concrete seawall was found in relatively poor condition, with
noticeable evidence of distress such as deteriorated, cracked and spalled concrete, and
bleeding rust.
PA2021-094
r • 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/reinforced as reflected on the enclosed Drawings SW-0 thru SW-2. Once the seawall
is repaired/reinforced in accordance with the enclosed drawings, no repair or replacement of
the seawall shall be anticipated in the next 7 5. 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
Enclosures:
Seawall Drawings SW-0 thru SW-2
PA2021-094
GENERAL REQUIREMENTS
1. CONSTRUCTION SHAU. BE IN CONFORMITY 'MTH THE 2019 EDITION if Tl1E
CAUFORNIA BUIL.DINC COOE (CBC} AND ALL APPLICABLE LOCAL ANO STA TE COOES ANO ORDINANCES.
2. SITE INSPECTION: THE CONmACTOR SHALL EXAMtNE THE PROJECT SITE & SHAlL
VERlfY All DIMENSIONS. LOCATIONS &: ELEVATIONS OF THE EXISTING
CONSTRUCTION.THE CONTRACTOR SHALL ALSO OILIGENTtY INVESTIGATE THE SITE FOR Tl-iE POSSIBLE EXISITNCE &: LOCATION CF UNDERGROUND UTILITIES,
PRIOR TO OROfRINC ANY MA1ERIAL ANO/OR COM"'4ENONG WORK A.NO SHALL REPORT ANY DtSCREPANCIES TO -PMA CONSUL TING, INC .• H[R(JN,-FTER CALL.£0
"THE ENGINEER"
J CONTRACTOR SHALL PROVIDE 9ARRICA0ES ANO PEDESTRIAN PROTECTION AS
REQUIRED BY STA TE AND LOCAL COOES. 4. CONTRACfOR SHALL CONSULT WITH REPRESENTATIVES Of OTY .6.NO UTILITY
COMPANIES CONCERNING AI/AJLASLE FACILITIES SEFORE COMME"fCING WORK OR
CONNECTING TO SEWER, PIPING OR WIRING, ETC., ANO REPORT ANY PROBLEMS TO lrtE ENGNEER. 5. CONTRACTOR SHA.LL ruu Y PROTECT AU. ADJACENT PROPERTIES BEFORE COMMENCING ANY WORK.
6. OMISSIONS OR CONF"UCTS BETVl'EEN VARIOUS ELL~ENTS Of THE DRAWINGS,
NOTES. ANO DCTAILS SHALL BE BROUGHT TO THE ATTVJHlON Of Tl"IE ENGINEER ANO RESOLVED B£fORE PROC£EDING Willi TI-iE WORK.
7 CONTRACTOR SHALL tNSTAU TEMPORARY TOIL£TS BEF"ORE START r:K JOB
6. NOTES ANO DETAJLS ON DRAWINGS SHAU TAKE PRECEO€NCE OVER TI-iESE GENERAL NOTES.
9. TYPICAL DETAILS SHOWN SHALL APPLY v.t,ER( NO SPECIAL OtTAIL IS SHOYIN. WHERE A DETAIL. TYPICAL DETAIL SECTION. T"l'PICAL SECTION. OR A NOTE 1$
51-10~ fOO: ONE CONOITION. IT SHAU. ALSO APPLY fOR ALL LJl<E OR Sl!.IILAR CONDITIONS UNLESS NOTtD OTHERYl!S£.
10. ORAYl'INGS Tl\l<E PRECEDENCE 0\/(R SPEOF1CATIONS. 0£TAILEO ORA'MNGS AND SPECIF"ICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS A.NO SPEClflCA TIONS.
11. \IIRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHAU BE USED. 12 TDo1PORARY ERECTION BRACING ANO SHORING SHALL BE PROV.OED AS REQUIRED
ON AU. STRUCTURES, ADEQUATE TO PROV10E FULL STRUCTURAL STABILITY ANO
SAfETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE fULL Y CONNECTED AND ARE CAPABLE Of' SUPPORTING TI,[ DESIGN LOADING.
1.3. CONTRACTOR AGREES Tl"IAT HE SHALL ASSUME SOLE ANO COMPLETE
RESPONSIEIUTY FOR JOB SITE CONDITIONS DURING THC COURSE Of CONSTRUCTION Of THIS PROJECT, INCt.UotNG SAFETY Of AU. PERSONS ANO
PROPERTY; THAT Tl-,IS REOUIREMENT SHALL APPLY CONTINUOOSl Y ANO NOT BE UMlTEO TO NORMAL WORKING HOURS; ANO THAT TI-iE CONTRACTOR SHAU.
0£:F"ENO. INDEMNIFY ANO HOLD THE OWNER ANO THE ENGINEER HARMLESS FROM
ANY ANO All UABIUTY. REAL OR AL1£CED, IN CONNECTION WITH Tl-iE PERFORMANCE or WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGUGENC[ Of" TI,[ OWNER OR THE ENGINEER.
1•. THE CONTRACTOR SHAU EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY ADJACENT STRUCT\.JRE DURING THE COURSE OF CONSTRUCTION
15. a...EAN UP:NO PAINT, PLASTER, CEMENT. SOIL, MORTAR OR OTHER RESIDUE SHAU. BE AU.Ov.t:O TO ENTER THE BAY. STREETS. GUTTERS OR STORM DRAINS
All MAITR1ALS &: WASTE SHALL B[ REM0\1£0 F"ROM THE SIT[, NBMC 17.32.020.
16. OEMOUTION: All.. MATERIAL F"ROM THE EXISTING BULKHEAD lr1AT IS NOT USED AS FlLL SHALL BE REMOVED FROM THE SHE & OJSPOSEO or IN AN omc1A.L
DUMP SH'E.
17. SEE lHE LATEST "GENERAL GRADING SPEOF1CATIONS" Of TliE BUILDING
DEPARTMENT FOR lr1E ClTl"'S: GENERAL NOT[S. EROSION CONTROLS, REQUIRED
INSPECTIONS. GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. 1B. POOLS. SPAS, f"ENCES. PATIO COV£RS ANO OTHER FREESTANDING STRUCTURES
REQUIRE SEPARATE RE\l!EWS ANO PERMITS. 19. All. A.S.T.1.1. SPEOFlCATlONS NOTED ON Tl-fE DRAWINGS SHAU. SE IN
ACCORDANCE Yllf'H THE LA TEST ISSUE Of TI--lt A.S. T.M
20. OBS£RVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE CONSTRUED AS ANY INSPECrtON AS REQUIRED BY CODE:.
GRADING NOTES
1. TI--!E ANTICIPATED TOTAL VOLUME OF' CUT AND FlLL fOR SEAWAU CO,"ISTRUCTIOti
ON lr11S PROJECf WILL 8E GREATER TI-iAN 50 CUBiC YARDS. THUS. GRADING PERMIT IS R[QUIRED -SEE ITEM 2 BElOW.
2. 'M-fEN A ~ADING PERMIT & PLANS AR[ REQUIRED. If' NO GRADING IS ADDRESSED
ON THE PL.ANS -SEE THE CIVIL a: ARQ·HTECTURAL PLANS FOR THE FlNISH GRAOING ON THE SHORE SIDE Of lHE BULKHEAD.
J. A PRE-GRADING ME[TINC SHAU. BE SCHEDULED •a HOJRS PRIOR TO STA.RT Of
GRACING Yt'ITH lr1E fOU.O'MNG PfOPLE PRESENT:O'M,l(R, GRADING CONTRACTOR, OESIGN OVIL ENC:NffR. SOILS ENCINUR, CEOLOGtST, CITY GRACING ENGINEER OR
THEIR REPRESENTATIVES. R[OUIRtO f'IUO INSPECTIONS WILL BE OUTLINED AT TH( MEETING.
"· A PRf.-PAIANG MEETING SHALL BE SCHEOULEO 48 HOURS PRIOR TO START Of'
GRADING WITH THE F"OLLOWING PEOPLE PRESENT:O'M-:ER, GR.t.DING CONTRACTOR, OESGN OIAL ENGINEER. SOILS ENGINEER. GEOLOGIST, CITY GRADING ENGINEER OR
THEIR REPRESENTATIIJES. REQUIRED FlELO INSPECTIONS Will BE OUTLINED AT THE MEETING.
5 THE FROJ{CT GEOTEO,NICAL ENGlNEER SJ.iAll INSPECT & APPROVE ,'.LL AREAS
PRIOR THE 1HE PLACEMENT Of ANY FlLL 6. ALL FlUS SHAU. BE INSPECTED. TESTED & A.0PROI/EO BY THE GEOTECHNlCAL ENGINEER \/ERIF'YINC trollN!MUM Of 90% REOUtR(O RELATIVE COMPACTION AS 'M:Ll AS STABrLITI. 7. All EXCA..,.ATIONS F'OR ANCHORS SHALL BE INSPECITD & APPROVED B'I' THE
GEOlr.CHNICAL ENQNITR PRIOR TO PLAONG CONCRETE. 8. TEMPORARY EROS,ON CONTROL PlANS ARE REQUIRED fROM OCTOBER 15 TO t.lAY 15.
9. EROS:ON CONTROt. OEVICCS SHALL BE AI/AJLA8LE ON-Sil[ BEra£EN OCTOOER 15 ANO MAY 15.
1D. BETWEEN OCTOB[R 15 ANO MAY 15, EROSION CONTROL MEASURES SHAil.. BE IN
PLACE AT THE ENO or EACH WORKJNG OAY 'Mi£NEI/E.R THE FlVE-OAY PROBABIL!TY Of RAIN EXCCEOS JO PERCENT. DURING THE REMAINDER Of Tl-iE YEAR. TI,EY
SHAU BE IN PL.A.CE AT THE ENO Of THE WORKING DAY, 'M--IENEVER lHE DAILY
RAINFALL PROOABlllTY EXCEEDS 50 PERCENT. SH DETAILS N & T ON SHEET SW-2.
11. LANDSCAPING PLANS SHALL BE SUBM1Tl£0 FOR APPROVAL WORK COMPUTED AND A CERTIFICATE Of CONFORMANCE RECEIVED 8Y THE OTY GRADING ENGINEER PRIOR
TO CLOSURE Of PERMIT, UNLESS WAl\'£0 BY THE CITY GRADING ENGINEER.
12. TEMPORARY OES:L TING BASINS. ~EN R£0UlRED. SHAU BE INSTAl..LEO ANO MAINTAINED FOR TH£ DURATION Of THE PR0£CT.
1J. OAT\JM; All ELEVATIONS ARE BASED ON Mll.W ... NO/OR NAVS88 OATIJM.
STRUCTURAL GENERAL NOTES ij
I· ~
BACKFILLING & COMPACTION NOTES
1. AU BACKFlLL SHAU CONFORM ro THE SOILS ENGINEER'S REPORT ANO RE.COMMENDATIONS.
2. UTILITY TRENCH BA.C~FILL ANO ANY OTHER !3ACkflll. MUST BE MED-!ANICAU Y
Cot.,IPACTED. JETTING ANO fl.OOO!NG SHALL NOT BE PERMITTED. J. YIHERE WALLS ARE BACl<Flll.EO ON ONE SIDE ONLY. PROVl0£ SHORING OR OTHER
APPROVED MEANS Of LA TERA.I.. SUPPORT UNTIL RESISTING EL£MENTS ARE A.U. IN
Pt.ACE ANO HAI/( ATTAINED THE!R REOUIREO STRENGTHS. RESISTING 8...EMENTS SHALL BE CONCRETt SlA8S OR On-tER P£RMAN£Nt BUILDING COMPONENTS. 4. UNLESS NOTED OTHER'MSE IN n-tE SOILS REPORT, AU F1LLS SHAll BE COMPACTED TO A MINIMUM OF 90X Of' MAXIMUM DENSITY IN ACCORDANCE WIT't-1 Tl-lE R[OJIREMENTS Of'
lr1E CBC APPENDIX SECTION J.Jt.l.
5. FILTER CLOlH SHALL BE MIRAft 140N~SE~IES NONWOV'EN PCN..YPROP'rt.ENE G[Q1£)(TILE AS MANUfACl\JREO BY ·re MlRAFl COMPANY' ANO SHALL BE MINIMUM 2.0· 'MOE ANO
BE PLACED ON TH£ INSIDE F'ACE OF THE BULKHEAD EXTENDED EQUALLY FROM 'THE
JOINT TO (2.0') BELOW T11E flNAL MUOUNE FOR THE ENTIRE HEIGHT OF THE
BULKHEAO.
6. COMPACTION REPORT ~UST BE SUBMITTED TO A.NO BE APPROVED BY T11( BUil.DiNG 0€PA.RTMENT BEFORE FOUNDATION INSPECTION.
7. A FlNAL SOIL REPORT Of' COMPACTION & APPROVAL SHAU. BE PREPARED BY THE PRO...CCT GEOTECHNICAL ENGINEER & SUBWITT(O FOR BtJILDING DEPARTMENT RE\11EW AT
THE COMPLETION Of T11E PROJECT.
S. COMPACT SOIL TO '0-1E REQUIRED RELATIVE DENSITIES PER ASTM 155-91. 00 NOT USE HEAVY COMPACTION [QulPMENT WITHIN 20 FEET or THE BULKHEAD. 9 ON SITE BROKEN CONCRETE &: AC PAVING MAY 8( USED AS FlLL PR0\110EC IT DOES NOT EXCEED 6 INCHES IN SIZE & IS NOT STACl<EO, LAYEREO OR PLACED ABOVE
ELEVATION +7.0' & IS APPROV£0 BY THE GEOTECHNJCAL ENGINEER.
STEEL
I. STRUCTlJRAL STEEL SHAPES ANO PLATES SHAU. CONFORM TO A.S.T.M. A572 GRAOE SO OR A.992 'Mlrl Fy -50 KSI
2. STEEL PIPE COLUMNS ANO O™ER STEEL PIPE STRUCTURAL MEMBERS SHAU. CONFORM TO A.S. T.M. AS:3. GRADE 8.
3. STRUCTURAL ST£EL TUSING SHALL CONFORM TO A.S.T.M. A500, GRADE 8, fy ,., 46 l<SI.
4. BOLTS SHALl CONFORM TO A.S.T.M. AJ-07, UNL.fSS NOTED Oli-1£RWISE. 1M-IERE
HIGH STRENGTH (H.S.) BOLTS ARE SPECIFlEO, THEY SHAU. BE MINIMUM ¾"
DIAMETER AND CONFORM TO A.S.T.M. A325 SC CLASS A UNLESS NOTED
OTHERWISE ON THE PLANS. THE INSTA.LL.ATION Of H.S. BOt..TS SHALL BE
INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROIJEO BY THE BUILO!NG DEPARTMENT.
5. ALL BOLTS HOLES IN SrEEL MEMBERS SHALL BE STANDARD HOLES, U.N_Q.
6. smucruRAL STEEL ~NELSON .. STUDS SHALl BE MANUFA.CTUR[D FROM C1015,
C1017 ANO C1020 COLO ORA~ STEEL CONFORMING TO A.S.T.M. A108-5BT. 7. LIGHT GAUGE ST£.EL MEMBERS SHAU. CONFORM TO A.S. T.M. STANDARDS AS FOLLOWS:
A) FOR 18 GA. l'HICI< AND LIGHTER STEEL : A446, GRADE A (GALVANIZED)
Oli A570, GRADE 33 OR A611. GRADE C -A.LL HAV!NG MINIMUM Of JJ KSI
'l'lELD STRENGTH.
8) fOR 16 GA. THICK ANO HEAVIER STEEL ; A4-46, GRADE D (GALVANIZED)
OR A570, GRAOE 50 OR A607, GRADE 50 -AU. HAVINC MINIMUM Of 50 l<SI
YIELD STRENGTH.
B. FABRICATION ANO ERECTION SHALL CONFORM TO TliE Hth EOfTION OF A.I.S.C. SPEClnCATIONS.
9. ALL HOLES F'OR BOl TS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED. BURNING OF HOLES SHALL NOT BE PERMITTED.
10. ALL STEEL SHAU. BE STAINLESS, HOT DIP GALVANIZED OR EPOXY COATED.
REINFORCING STEEL
1. fOR STRUCTURES E)(PQSE:O TO SALT WATER SPLASH OR IMMERSION, REBAR
REINFORCEMENT SHAU. CONFORM TO ASTM A 706, UNtrSS NOTED OTHERWISE ON
DETAILS. ANO SHALL BE EPOXY COATEO PER ASTM A 93-4. AfTER BENDING Of THE RE8ARS . ..-.UOEO WIRE MESH SHAU CONFORM TO ASTM A 18~ ANO SHAU BE EPOXY COATtO CONF'ORMING TO ASTM A 88 ... WllH ALL \1SIBlE Outers ANO CVT ENDS REPArR COATED. WIRES USEO TO TIE REINFORCING STEn. SHALL BE EITHER EPOXY COATED STEO.. OR A J16 STAINLESS STEEL
2 REINFORCEMENT MA.R:KEO CONTINUOOS MAY BE SPLICED BY LAPPING ,t2 BAR DIAMETERS IN CONCRETE ANO 48 BA.R OIAM(T'[RS IN MASONRY ~TH 24 INCH MINIMUM lAP IN EACH CASE, UNLESS NOTED On-tERWISE ON Pi.ANS. AU SPLICES
WHEN DETAILED SHAU. BE LOCATED MiERE SHO'M-1 ON PLANS.
J. R[!NfORONG STEEL SHALL BE ACCURAT[LY PL.A.CW AND SECURED IN POSITION 'MTH METAL OR CONCRETE BLOCKS. CHAIRS, SPACERS, ETC .• AND WIRE TIES BEF'OO:E
PLAONG ANY CONCRETE. 4. ADDITIONAL RflNFORCtNG REQUIRED fOR ERECTION OF PRE.CAST CONCRETE PANELS
SHALL BE AOOCO PER THE COtflRA.CTOR·s 0£T.AILS.
5. M!NIMUM CONCRETE COVER FOR REINFORCING STITl SHAU. BE AS FOUOWS, tJNLESS
NOTED OTHERWISE.
A) CONCRETE BELOW GRADE OR IN CONTACT WfTH SOiL 'M-j(N CAST AGAINST EARTH J". 'M-iE.N fORt.lEO r .
~~ :~!s;eg~c:~\E:~:~ ~~~E'[1i.i~~RIOR FACE 1".
0) CONCRETE SLAB ON GRAOE:REINfORONG STEEL AT CENTtR Of' St.AO. UNLESS NOTED
OTHERWISE..
6. REINFORCEMENT DETAILING SHAU. SE IN ACCOROANC£ WITI--t CEIC SECTION 1907.
7. All TIE ~RES SHALL BE MiNlr.AUM 16 GAUGE, BL.AO< ANNEALED, CONFORMING TO A.S.T.l,L A82.
a. AU. REINfORClNG BARS SHAll. 6( FREE OF RUST. GR[AS£ OR OT11ER MA TER!AL Ul<[LY TO IMPAIR BONDING.
9. All BENDS IN RONfORCING SHAU. BE COI.O BENOS.
WELDING
1. ALL WELDING SHALL BE DONE U~NC THE SiiJELDEO ELECTRIC ARC PROCESS BY CERT1Fl£D WELDERS, UstNG E70)(X ELECTRODES
2. WELDING Of ST£EL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN
ELECTROOES, A233, CLASS E70XX SERIES.
3. WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAIJE
SPECIAL INSPECTION WHEN WELDING IS DONE IN AN APPRO\IEO FABRICATOR'S
SHOP, HOWEVER, fflE APPROVED FABRICATOR M.UST SUBMIT A. CERTiflCA.TE Of
COMPLIANCE IN ACCORDANCE WITH THE SECTION 1704.2.2 Of THE CBC.
4. SPECIAL INSPECTION IS REOUlRED FOR ALL FlELO WELDINGS.
CONCRETE
1. ALL CONCRETE MIX OESlCNS. CONFORMING TO CHAPTER 19 Cf AO J\8-1,t, TABLE 19.3.2.1, CATEGORY {C) & Cl.ASS C2 PER TABLE 19.J.1.1 OF AO J16-14, SHALL BE SUBWITTED TO T11E ENGINEER FOR REVIEW ANO APPROVAL BEFORE ANY CONCREIT IS PLACED. All CONCRCT[ MIXES SHAU HA\'£ A MINIMUM C£MENT CONTENT Of 6.0 SA.O<S r:K CEMENT PER CUBlC YARD Of MIX. AU. CONCRETE MIXES SHALL BE CERTIF'JED BY A. CONCRETE TESTING LABORATORY ANO SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER.
2. CONCRETE SHALL HA\-£ MIN:MuM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI ANO A 0.40 WATER-TO-CD.t[NT RATIO.
J. CONCRETE GROUT SHAU. HA\'( ™E SAME COMPRESSIVE STRENGTH AS THE OTHER
CONCRETE ANO SHALL Bf A SUITABLE MIX CON~STING Of PEA GRAVEL. SAND, CEMENT ANO WATER MAXIMUM SLUMP SHALL 8E 5 INCHES. AN APPROVED
SUPERPlASTIOZING AOMIXl\lRE MAY BE ADDEO TO INCREASE THE SI.UMP TO MAXIMUM
7.5 INCHES. GROOT UNDER StEEl COLUMN BASE PLA. TES SHALL 8( "RAPJO-SEr OR "m'E STAR CRoor OR APPROVED EQUAL
•· CONCRETE' SHALL BE DESIGNED fOR PERMEABILITY, STRENGTH, CHEMICAL STABILITY ANO ABRASION RESISTANCE, APPROPRIATE fOR ITS APPUCA TION. PORTLAND CEMENT
SHALL CONFORM TO ASTM C 150 TYPE I OR TYPE II MOOIFlED, ANO LOW ALKALI. 01EMICAL ADMIXnJRES SHALL C(),lfORM TO ASTM C 49,t. CHE!.IICALS DESIGNED TO
LIMIT CORROSION OF IN1ERNAl REINFORONG MAY BE USED. AIR ENTRAINMENT
ADMIXTURES SHAU CONFORM TO ASTM C 260. COARSE AND F1NE AGGREGATE SHA.LL CONf'ORM TO ASTM C 3J, A.NO ASTM C JJO 'M-iERE UGHTWEIGHT AGGREGATES ARE
US£0. UCHMIGHT ACGREGAT[, If' USED, SHALL CONSIST OF EXPANDED AND COATED
SHALE OR EQUIVALENT MA TER!AJ... Of sumaENT STRENGn-t ANO DURABILITY TO PROVIDE CONCRETE Of THE REQUIRED STROIGTH.
5 CONCRETE TEST SAMPLES SHALL BE TAKEN IJ\I ACCORDANCE 'MTH A.S.T.M. ANO C8C STANDARDS. RESULTS OF TliE 7 & 26 DAY T£STS SHA.LL BE SUBMITTED TO n-!E ENGlNEER FOR HIS RECORDS. St.UMP lr.STS ARE REQUIRED fOR ALL TEST SAMPLES
ANO MUST ALSO BE REPORTED. AODJTIONAU. Y, ,t,LL LICHT WEICHT CONCRETE SAMPLES MUST HA.VE' THEIR IN-PLACE OENSITI(S OElERMINEO MID REPORTED.
6 SIDES Of FOOTING PADS MAY BE POUR[D AGAINST STABLE (AfHH. 7. SLURRY CONCRETE, 'NHERE S?EOF1EO OR USED, SHALL I-IA\£ A MINIMUM CEMENT
CONTENT OF 1.5 SACKS OF CEMENT PER CUBIC YARD OF MIX. B. SEE ARCHITECTURAL NOTES FOR COLORED OR TEXnJRED CONCRETE.
9. CONCRETE F'ORM WORI< TOLERANCES SHALL BE IN ACCORDANCE 'MTH CBC AND A.C.I. STANDARDS.
10. All STIU REINF'ORONG, A.NOiOR BOI..TS. OOVrUS ANO OTHER INSERTS SHALL BE
S£CUREO IN POSITION A.NO INSPECTED BY TI--IE LOCAL BU1L.DlNG DEPARTMENT INSPECTOR. PRIOR TO TI,E Pl.ACING Of ANY CONCRETE.
11. All NECESSARY BRACTS, STRONGBACKS, PIO<-UP INSERTS, BOLTS. ETC., fOR PRECAST CONCRETE PA.NELS SHALL BE DESIGNED BY OTHERS FOR SAfE ERECTION Of
THE PANELS. 12. NO CALCIUM CHLORlDE SHALL NOT BE USED IN ANY CONCRETE.
IJ. ALL CONCRETE TO BE CUREO fOR A MINIMUM Of J DAYS BY A ME1r100 ACC(PTASLE
TO THE ENGINEER. fORMS MAY 8£ STRIPPED ONLY AFTER THE CONCRETE HAS ATTAJNEO MINIMUM COMFRESSIVE STRENGTH OF JOOO PSL
1~. CHAMFER EXPOSED CORNERS * .. U.N.O.
NAILING AND FASTENERS
1. ALL NAILS AND FASTENERS SHALL BE CORROSION RESlSTA.NT MEETING ASTM A15J
CLASS 0. HOT DIP CALVANIZEO ANO BE ACRYLIC ADHESIVE OR ffl(RMAL PLASTIC RESIN LA TEX ADHESIVE COA TEO.
2. A.LL NAILS SHALL BE 16d (0.148" DIAMETER) HELICAL THREA.D NAILS, WI TH MINl~UM
BENDING 't1ELO STRENGTH Of F't'II -90,000 PS!, U.N.O
3. NAILING OTHER THAN ROOF OR fLOOR DlAPHRAGt.l SHOWN ON THE DRAWINGS SHALL
BE IN ACCORDANCE WITH TABLE 2.304.9.1 Of THE CBC.
"· NAILS F'OR ROOF ANO flOOR SHEATHING SHALL HAVE .\ MIN Of 1.lf PENETRATION INTO THE FRAMING MEMBERS.
5. ALL HARDWARE SHALL BE CORROSION-RESISTANT COMPL 't1NG Wlffl HOG G1B5 FlNISH
ANO BE MANUFACTURED BY "SIMPSON STRONG-TIE CO., INC.■ {OR APPROVED EOUA.L),
AND SHALL HAVE A VALID ICC NU~BER ON THE PROOUCT. ANY DEVIATION fROM rnE
APPROVED PROOUCTS MUST BE APPROVED BY me BUILDING DEPARTMENT, NOT BY Tl-iE FIELD INSPECTOR.
6. AU. HARDWARE SHAU 8[ INSTALL£0 PER MAN Ur ACTURER'S RECOt,OolENOA. TIONS. BLIND
NAILING SHALL NOT BE ACCEPTABLE AND WILL BE REJECTED.
7. 'M-iERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS A.RE INDICATED ON DRA.'MNCS:
ABBREVIATIONS
A.8 .......... ANOtOR BOLT A.C. ........... ASPHALT CONCR£T£
A/C .......... AJR COf\lDlTIONING A.C.P. ASPHAl.T CONCR(l!. PA',1NG
ON .............. DOWN OP .............•• OE£P
O.S ........... OOWNS?OUT owes .......... ORAWNGS
J~ ~.~ ···.:~:::·:.·.·.·:.·.~~GH;TRENGT!i ~G .. ·::::::::.~~ r~·. :.:·.::·.:·.: i~ g: ~~NG (I) ~ ~
HVAC .......... HEATING/VENTILATING a OPP HO ....... OPPOSlrr HANO re ..... TAPERED GIRDER ,5 I :::.o··:::::~~:::°"'"" ~Y .. ::::,=::.?g~~~, ii; ::::::.:'e><"'=• ~ D~ AOOl ......... ADDITIONAL (E.) ............... EXISTING A.F.f. A.BOVE F1NISSH F'lOOR AltJM .........• A!..tJMINUM ALT ........... ALTERNATE
EA ............. O CH E.f. . ............ EACH fACE
Et£C ............ El£CTR1CAL INT .............. ~TtRIDR ~r .... ··. ·:::::.'."_' ~lR~~OPtRTY UN[ ~U ... ::::::::::. ~~ L£00ER .,_ i e l
i~: :·:::·::::::: ~~i ~~~~G ~~ _'_'.~~ i:~: ...... :.:.:::~~ ~ NM£R a ANDO ANODIZED a.EV .......... ELEVATION ARCHT ... AAOilTECTURAL e.e. . ........... BOTTOlrol OF BEAM E.MBEO ....... EMBEOl,l(NT, EWBCODE.O E.N. . ............ EOG[ NAILING JST ....... · ·•· JOIST PSf' ............. PCMJNCS PER SOOARE fOOT T.0.P. . ......... TOP 0-PAAAPET,h'ANEL •1
JT ............ JOINT PSI ............. POUNDS PER SOUAAE INCH T.O.S. ......... TOP 0:-STI:El i!t BET .. BET'll((N
BLOG •.•.•....... BUIWNG BU<G ......... BLOCKING
EO ............... EQUAL E.S. ............. EACH SIDE E.W .............. EACli WAY
~.0 · •··· ...... 1~~ OUT P.T .............. PRESER..,.ATI\IE TREATID TOT ........... TOTAL ~:
LAT ..... U TERAl =~AR ........... :~~~~ BAR ::~~ ....... :~~~5£ m• BM . BEAM EXIST ........... ElOSTIHG B.N. .. BOUNDARY HAIUNC 80T ............. BOTTOM
B.1¥. • ....... BOTTOM OF WALL
C CHANNEL
£XP ....... EXPANSON EXT ............. [)(lERIOR f'.0. . ....... ,. FLOOR ORAlN
fDN ........... F'OUNCA TION
lDR ............. LEDGER R.B. . ........... ROOf" BEAM TS .............. TUBE STEEl.
LG ............ ·· lONC R£00 . RECUIRED T.S. . ......... --. TOP OF SL.AB <] <] t' ~ ::::::::·:::::t~g ~g ~~~~Al ~f' .:.::: ~~~G }! ... ·.::::::::: ~C~ WAU. i!I
LONQT LONGITI..IOlNAL RE..,. ...•.. RE'vlSION U.N.O. . ......... lJNLESS NOTEO OTHERWISE t------'"::::----'---, CANT .......... CANTILEVER C.C. ............... CENTER OF GRA\o1TY
C.J ................ CONSTR\JCTION JOINT OR COUNG .iOIST CL ............... CENTER LINE a..c ............ a:n.JHG
Cl.R ........... Cl.EAR
C.M.U. .. ....... CON~ETE WASOHR'I' UNIT COl .......... C<X.UMN COMPO ........ COMPOSITION
CONC .......... COf,ICRETE CONN .......... CONNECTION
CONT .......... CONTINUOUS CONST ........ CONSTRUCTION
CORR COO:RIOOR CTR ......... CENTER OBL ............ DOUBl.£
OET ............ DETAA. Of ........ ..... DOUGLAS FIR O.f. . ........... ORINKINC FOUNTAIN
OIAG ........... DIAGONAL DIA.PH ..... OIAPHRACW
DIA .. DIAMETER DIM . DIMENSION
f.F .. ·-•······ .. ·FlNISH flOOR f.G. ............ FINISH GRAD(
RN .............. ANISH
F'.J. . ............ FLOOR J()ST
Fl.G •............ rl.ANC(
f'LR .............. flCXlR f'.O.C. . ........ f'ACE Cf CONCRETE
F.O.M. . ........ fACE. OF WASONRY f.O.S. FAQ: OF STUD F'.N. .. ........... FlELD NAtUNG
f .S. . ............ f'AR SlOE n ............... f£ET OR FOOT nc f'OOTINC GAlV .. GAl..,.ANIZEO GA ...... ., ....... GAtJCE
G.I. • ........... G.AI.VANtZ£0 IRON GL.S ............. Gl.tJ-LAM BE.AM
GI..? ............. GLU-l.AM PURUN GYP BO . C'l'PSUM BOARO
HOR ............. HEADER HCR ............. HANGER !-II< ............... HOOK
'10RtZ HORIZONTAL 1'1.P .............. HIGH POINT
LP. . ....... LOW POINT R.J. . ........... ROOf" JOIST ~T .... YERTICAl
l T ............ LIGHT RM ........... ROOM ..... J.f. . ...... VERIFY IN F'l(l0 MAn .......... MATERIAi. R.O. ROUGH OPENING w/ ........ 'MTH
MAX ............ MAXIMUM SOi ............. SCHEDULE WO .•..•....... WOOD M.8. • ........... MACHINE BOLT SECT ....... .,. SECTION w ............. 'MOE f'LN.ICE
MAn. ......... MATERIAL SHTG ........... SH(An-tlNG W/0 . WITHOUT WAX ,., •........ MA.XIMU"'4 SHT ............. SHEET W_?. •• WORK POINT
M.B ............ lolACHINE BOlT SIM ········s,1,11LJ,R W.R. • .•.•• WA'TER RESISTANT
MECH ... MECHANICAL S.J. ······· SAWCUT JOINT WT ............. WEIGHT MEZZ ... MEZZA.NINE S.P ............... SPLICE PONT W.rN.f ........... 'lil!LO(O WIRt FABRIC MfO ........... _. MANUfACTVREC S?A ............. SPAONO X ................ EXlRA STRONG
MFR ............. t.lANlJfACTURER SPECS ....... SPE.Clfl<::ATICJ,IS XX ... 00U81.( EXTRA S1"0NC MIN ............. WINIMVW SQ .. . •.• SOOARE. MISC ........•... MISCEI..L.ANEOUS STAGG ..... STAGGERED
M.f'.O. .. .. METAL FRAMED CFEN!NG STD ............. STANDARD MLB MICROUAM !3EAM STil'f .......... STIFF[N(R
M.P.H. . ... Mil.ES P£R HOOR STl ........... STt£l Mn ............. METAL S.S. ......... SEl.£.CT STRUCTURAL
(N) ............ N::-W STRUCT ...... STRUCTVRAl N.I.C. . ....... NOT IN CCf,lTRACT S'YM ........... SYMETRICAL
NO ............. NUMBER T a B ....... TOP I: BOTTOM N.S. . ........... N[lSON STVO CJ:i NEAR SIDE T & 0 ......... TONGUE & ~O\IE N.T.S. . ......... HOT TO SCAL..E TE~P ......... TEMPE.RED O.C. .. ........... ON CENIT.R
SYMBOLS
0 ............ AT i :::·:::::::::: &~ ... %~NE f: ............. PLATE OR PROPERTY LIN£ S ............ STEP IN rOOTINC
GENERAL SPECIAL INSPECTIONS
PERIOOIC (NON-CONTINUOOS) OR CONTINUOUS SPECIAL INSPECTION BY A OTY
CERTIF'iEO DEPUTY INSPECTOR IS REQUIRED fOR THE fOlLOIMNG:
!SSUANC[ CF A 8Ull01NG PERMIT BY THE ClfY
Of' NEWl"ORT BEACH DOES NOT RWEVE: APPuCANTS Of THE: LEGAL ~EOUIREMENTS TO
OBSERVE CO'd:NANTS. CONOITlONS ANO RESTRICTIONS YIHlCM MAY BE RECORDED AGAINST
nlf PROPERTY OR TO OBTAJN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATION
PRIC'fi TO COMMENCEMENT OF ANY
A) SITE CONCRETE WORK (COPING 8, ANCHOR BUM) : ........... NON-CONTINUOUS.
B) INSPECT SHEET PILE: FOR LENGTH &: DAMAGE : ................... NON-CONTINUOUS.
C) T &: G LOCKING Of PANELS : ... ··-·········· ............................ NON-CONTINUOUS. D) AN010R ROO TENSIONING .......................... NON-CONTINUOUS.
E} GROUTING Of PVC SLEEV£S ; ................................. NON-CONTINUOUS.
f) PILING INSTAU.ATION : .......................................................... NON-CONTINlJOllS
G) H(UCAL ANCHORS INST ALLA riON IN ACCORDANCE 'MTH SECTION 2.•.2. OF ICC ER-2794; ........................................... NON-CONTINUOUS.
SPEOAL INSPECTION IS REOUIR£0 FOR SEAWALL PA.NEL CONCRETE It NOT CAST IN A CERTIFIED YARD.
2. CONTINUOOS SPECIAL INSPECTlet-1S IS REQulREO fOR TH[ INSTALLATION Of'
ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS, ADHESIVE OOWCLS ANO
t.lECHANICAL ANCHORS IN All CONCRETE ANO MASONRY WORKS. J. SPECIAL INSPECTIONS SHALL 8~ DONE BY ONE OR MORE RECISlr.REO DEPUTY
(SPECIAL) INSPECTORS, APPROIJED BY n-tE BUIU)INC DEPARTMENT ONLY,
HtREO AND PAID FOR 8Y 'THE O~ER.
CONSTRUCTION AUTHORIZED BY THIS PE.R"4!T.
PRIOR TO PERFORMING ANY WORK fN THE CITY RIGHT-Of-WAY AN ~CROACHMENT PERUIT MUST BE OBTAINED FROM THE PUBUC WORKS DEPARTMENT.
04/08/2021
\l = -
A) MECHANICAL ANCHORS SHALL 8( STAINLESS ST£EL HILTI l<WIK BOLT KB-TZ ANO BE
INSTA.LL.fD IN ACCORDANCE Wlffl ICC ESR-1917
B) ADHESIVE ANCHORS SHALL BE HILTI STAINLESS STEEL ~HIT-HY 200 MAX-SD" ADHESIV[
INSTALLED IN ACCORDANCE 'MTH ICC ESR-J IB7 OR STAINLESS STEEL SIMPSON
STRONG-TIE •·sET-XP EPOXYN ADHESIV[ INSTALLED IN ACCORDANCE Wl'TH ICC
ESR-250B.
,t. SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION PURPOS£ ONLY AND 00 NOT CONSTITUTE AN !NSPECT!ON.
5. TWO (2) PROPERLY COMPLEl'ED ANO SIGNED COP!ES Of THE SP(ClAL INSPECTION AGREEMENT MUST BE SUBMlffiD TO IBE PERMIT SERVICES Otll!SION PRIOR TO ISSUANCE Of THE PERMIT. 6. AS A MINIMUM, THE DfPTH Dr THE. SEAWALL EMBEOMENT INTO THE GROUND
SHALL BE AS SHO~ ON El.EVA110NS ON (S-1) ANO MUST !3E ACCURATELY MEASURED BY nlE 0£PU'TY INSPECTOR. A COPY Of' THE MU.SUREMENT "4UST BE
SUBMITTtO TO THE CITY ,t: THE ENGINEER OF RECORD.
C) HOLES SHALL BE DRILL£0 .Mll-1 NON-REBAR-CUTTING ORIU. BITS.
D) CONTINUOlJS INSPECTION IS REQUIRED fOR THE INSTALLATION Of THE ALL
ANCHORS/DO'h£LS BY A REGISTERED SPECIAL INSPECTOR APPROVED BY THE
BUILDING DEPARTMENT. THE INSPECTOR SHAU. VERIF'Y TH[ INSTALLATION Of
ANCHORS/DOWELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS INCLUDING CLEANUNESS Of DRILL HOLES ANO PROP£R EMBEDMENT.
E) UNLESS NOTED OTHERWISE ON fflE DRAWINGS, USE ~rNIMUM ~-OIAMElER AT 24" ON
CENTER WITH A MINIMUM OF 5" EMBEDMENT.
ANCHOR RODS
1. ANCHOR ROOS/TJ[-ROOS SHALL CONFORM TO A.S.T.M. A722-95 CR 150
TWE II THREADED REBAR AS MANUFACnJRED BY OYW1DA.G-SYSTEMS
INT[RNA TlONA.L (OSI) WITH 00U8LE CORROSION PROTECTION.
2. ROD TENSIONING: AFTER 8ACKF1WNG & COMPACTING TO TOP OF ANCHOR
BEAM. TENSION ROOS TO 1.000f. COMPLETE BACKflU. & C~PACTION TO ROUGH GRADE & TENSION ROOS TO 5,000f.
7. SPECIAL INSP[CTION IS REQUIRED FOR ALL NEW CONCRETE A.NO MASONRY
CONSTRUCTION, INCLUDING RElNFORCING STEEL.
PROJECT
SITE
" " .... ,f-,.••
••-•IIJII•
VICINITY MAP
SCOPE OF WORK,
1. TO REINFORCE THE EXISTING SEAWAU. BY UTILIZING DY'MDAG TIE-BACKS
CONNECTING NEW CONCRETE COPING TO A NEW CONCRETE OEAOMAN.
2 TO PR0"1DE CONCRETE STEM WAll. ON TOP OF THE NEW COPING, 'MTH
TOP OF WALL ELEYATION OF +10.'!'() NAW88.
NOTE TO THE BIDDERS,
AFTER Tl-lOROUGHLY EXAMINING THE CONSTRUCTION OOCUUENTS ANO THE SITE:
1. NOTIFY TI-IE ARCHITECT ANO/OR THE ENGINEER IN ~ITING, REGARDING ALL
DISCREPANCIES REQUIRING CLAR!FlCATION. PRIOR TO THE -910 SUBMITTAL~.
2. If THE ARCHITECT A.ND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER
ITEM #1 ABOVE. IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED
AOEOUA T£ CONTINGENCY IN HIS BIO TO COVER All COSTS TO COMPLY WITH
THE MOST STRINGENT CONDITIONS.
J. TliE CONTRACTOR SHALL NOT BE ENnn.ED TO ANY ADDITIONAL COMPENSATION
FOR ANY DISCREPANCY DISCOVERED AFTER lHE -CLOSE Of' THE 91D~.
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(E) SEAWALL
(N) CONC COPING & ST[1,,,t WALL
ll-1.R(A0::0
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(E) 51:AWALL A I NEIGHBORING PROPLRTY
Cl'l"V or :\'[\\·PORT Rf.AO!
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STRUCTURAL OBSERVATION SOEOOLE
l!Tt: -.oo«us 3909 MARCUS AVENUE
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APPLY DETA!L @ AT THE EN'TIRE PER METER OF ANY EXCAVATED MA. rERIAl. PILED UP AT THE PROJ(CT StTE IN
COMPIJA.'ICE W1TH ITE:Mi 6 UNOCR ·o~OSION CONTROL
NOTES• ON SME[T SW-0.
IQlI;. NO YECHANlZEO EQUIPMENT ON THE WATE~ IS REOUl~EO 10 CONSTRUCT THE P~OPOSEO SEAWALL IMPROVEMENTS.
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(N) ANCHOR CONN TYP
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CONT REINF EA F'ACE lYP
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NOTE. (a"\
f'OR INFORMATION NOT SHOWN, SEE OET.A.L Q'.
(2)H5K1'-6~ LONC EA WAY O EACH
ANCHOR ROD TYP
DEADMAN ELEVATION N.T.S.
HEAT SHRINK SLEEVE
CENTERED OVER COUPLER
t' l DEL£TE GROUT SLEEVE ON
A
J" CLR '1.1.
AROUND TYP
ANCHOR PL.ATE hE)ix~ W/ANCHOR NUT B(HIND (2)#5
VERT &: HOR1Z BARS TYP
NOTE:
FOR INFORMATION NOT SHOWN, SEE DETAILS
SECTION AT DEADMAN
COUPLER PER ICC ESR-3367
SPECIAL INSPECTION IS REQUIRED
GROUT SLEEVE (')
~---2 LA 'l'ERS Of M0l')A8LE DENSO TAPE
0\/ER BARE BAR AND COUPLER
N.T.$.
f4 TIES 0
16* o.c.
B
HIGHEST HIGH TIDE
-+ 7.50' M.l.LW.
MEAN HIGH TIO[
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MEAN LO'tt!R
LOW WATER
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T.O. f"UTUR( STEM WALL El,£'L _
•+14.40' NAVD88 =+14.60' IJLLW ---~ 7~------------FUTURE CONC STEM WALL
IF DEEMED NECESSARY
(N) CONC
STEM WALL.>---+----~ SEE: DE'.TA1L
T.O. N WALL ELEVa+l0.90'±
NAV088•+t1.10' MU W F
I
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JQ. ~S..:..~~-+~2! _ _.,r
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CENTER UNE __/ :; or CONN TYP -
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(N) 6' CONC WALL
W/#4@18" 0.C. EA WAY
(N) 2'-0" W1DE
CONT CONC fTG
W/(2)1< CONT
(N) CONC DECK PER PLAN
SLOPE PER CIV.
AREA DRAIN
PER OVIL TYP (N) f◄ x 1 · -0" LG
Iii> 18" o.c. ADHESlvt DOWELS
4" EMBED
(N) ToE-BACKS
PER PLAN TYP
FOR TYP
COUPLER. WHERE
REQO, SEE c
: t / CONC SLAB &: FTC
I I ~~~~iT S~PARATE
,>,-rn-(N) BLDG WALL,
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l : I \ T.o. (N) SLAe ELEV•+ 10 o' ~ ,_ NA\/088-+9.68'± MLLW r~l --------------i
: (~~ I I (',I L ____ J
FOR (N) CONT
COOC OEAMAN TYP SEE B
B
J
CORRUGATED PVC SHEA THING
SHOP GROUTED F"Ull LENGTH
'MTH TH€ FOLLOWING GROUT
MIX:
1 BAG (94 LBS.) TYPE IU
POR TlAND CEMENT
0 :z
~ESS1~
04/08/2021 ;; .s i:: ;i
-=ii ~ :s ~H[
FIELD CUT TENDONS ~-----SPACE BETWEEN COUPLER AND BAR
CONC WALER t>
CONC WALL r -7 ~1co:iso~ETWORT
: I I OCCUR, FIELD \J£RIFY 4.5-5 GAL WAT'ER
; 1 ~.t;, ~fH
COUPLER INSJAUATION PROCEDURE· I. APPL 'I' CORROSION INHIBITING GREASE TO THE BARE ENDS OF"
THE BARS ANO THE INSIDE OF THE COUPLER
2. CONNECT THE TWO BAR ENDS 'NITH THE COUPLER. EACH ENO
SHALL BE SCRE'M:O INTO THE COUPLER HALF THE LENGTH Of
THE COUPLER.
J TORQUE BAR ENDS TOGETHER (200 FT. LBS)
4. ADD ANOTHER COAT OF CREASE TO BARE BAR AND COUPLER
AND WRAP WlTH TWO LA'l'ERS Of DENSO TAPE.
5. CENTER HEAT SHRINK SLCEV( Ovt:R COUPLER ANO APPL'!'
HEAT UNTIL SLEEVE IS FULLY RECOVERED.
DCP COUPLER DETAIL
TYPICAL SEC nON rYPtCAL ELEVA noN
SANDBAG V[LOCITY R[OUC[R OUAIL
VELOCITY REDUCER DETAIL N.T.S.
TWO ROWS or SANDBAGS
THREE BAGS HIGH
L
CURB f"ACE. INHERE OCCURS
ONE ROW OF
SANDBAGS
TWO BAGS
HIGH
TO[ OF SLOP[ PROffCTION DUA/L
~
THIS DETAIL SHALL APPLY AT THE ENTIRE PERlMETER Of ANv EXCAVATED
MATERIAL FIL::0 UP AT THE PRO..E:CT SITE IN COMPLIANCE WITH ITEM 6
UNDER ~£RDS10,".j CONTROL NOITS" ON SHEET S-0.
TOE OF SLOPE PROTECTION N.T.S R
TO BE COMPL£T!LY FILLED WITH
CORROSION INHIBITING GREASE
PREPARATION FOR flEl,D CUT BARS·
t. CUT CORROSION PROTECTION ANO THREAD BAR 'M TH AN
A8RASI~ SAW (DO NOf USE A TORCH).
2. CAREFULLY REMO\;£ 6~ (±¼")CORRUGATED AND CEMENT
GROUT FROM THE END OF THE NEW CUT.
N.T.S
<-----------------L _L. ___________ -L _ _J TYP
I
G TYPICAL SECTION
E?OXY COATED #• CONT
0 MAX 12• O.C
1---1--11-------14 EPOXY COATED VERT
0 12· o.c.
(N) 1 O" THICK
CAST-IN-PLACE
t-11--f-.l-------JS-Y REVEAL 0
CONC STEM WALL --------<.
COLD ..K)INT OPTIONAL---~
,If HORIZ "V'" RE\1:AL A.T
T.O. (N) COPING ELEV ----~
FOR BLOCKOtJT AT ANCHOR
PLATE SEE DETAIL ffi TYP
(N) 16· WIDE CAST-IN-PLACE
CONC COPING W/(10)#6 EPOXY
COATED CONT REBARS IN f4
CLOSED TIES O 12• O.C.
(E) CONC WALER ---:
I I L------7
f .i ~1
MAX 8' -0" O.C
[A FACE
r (N) GRADE/PLAN r[R
PER PLAN
J~ CLR All
AROUND TYP
TOP OF
EXISTING
SEAWALL
SAW-CUT
I
L oY'MDAG
THREAD8AR
PER PlA~ TYP
CORRUCA ITD PVC
SHEATHING SHOP GROUTED FULL
LENGTH TYP
~:
1. F'OR lNFO r-.OT SHO'M-1, SEE
DETAILS ffi &:ffi.
2. CORE OR LL 2"f HOLES O 12" O.C.
I .e-------(E) CAST-IN-PLACE
AT CONC WALL TO ALLOW FOR CLOSED TIES INSTALLATION. CARE
MUST BE EXERCISED BY THE
CONTRACTOR TO ASSURE f-iAT
All HOLES GET FllLED WITH CONCRETE DURING CONCRETE COPING POUR.
~"--1_ CONC SEAWALL
SECTION AT COPING AND STEM WALL N.T.S. T
SE Pl.AN
u
0. 75 LBS. INTRUSION AID LS
ANCHOR NUT
TORQUE AS REOO BEFORE
GROUTING TYP
GROUT TUBES -
BEAR,NG PL.ATE---.
1½")18~Sa
W/HOLES FOR
GROUT TUBES
TYP
(N) CONC
COPING----,
tlQIE :
IN CASE IF PROPOSED BUILOING FOOTINGS INTERFERE
W,TH THE TIE-BACKS. DEEPEN FOOTINGS PER
STRUCTURAL ENGINEER OF THE BUILDING R~OUIREMENTS
AND PROVIDE SCHEDULE 40 PVC SLEEVES rOR MINIMUM
2" CLEAR DISTANCE AROUND TIE-BACKS.
I
l:___,/'-
1· &i/lN lYP
AITTR STRESSING
N.T.S. K
5" 1.0. STD PIPE
SLEEVE WELDED TO
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