HomeMy WebLinkAboutPA2022-025_20220127_Plans_11x17GENERAL REQUIREMENTS
1. CONSTRUCTION SHAU. 8E 1H CONFORWITY 'Mnt 1l1E 2019 EDITION Of TliE CAUFORHIA BtJllDING COO£ (CSC} ANO ALL APPUCABl.£ LOCAL ANO STAT£ COOES AND OROINANa:S.. 2. SITE INSPECTION: THE CCIHTRACTOR SHALL EXAMINE Ttt[ PAo.£CT Silt ,t: SHAU. 'r'ERIFY AU. DIIIOISIONS, LOCATIONS • EILVATIONS Of THC DOSTING CONSTRUCllON.n£ CONTRACTOR SHAU. ALSO DI.JCEHTlY IN'-'ESTIGATE THE Silt FOR THC POSSIBI.£ EXISltH!X ,I-LOCATION Of UNOERGROUNO UllUTICS. PRIOR TO OROE.IUNC ANY MATERIAL ANO/OR COMMENCNG WORIC AHO SHAU. RO'Ofll ANY OISCREPAHOES TO •Pl,IA CONSUlllNG, NC." H(R£JNAFT£R CAil.ED "THE EHGNEER". J. CONTRACTOR SHAU. PROY,OE BARRJCADE:S ANO PEDESTRIAN PROTECTION AS REQUIRED BY STAlE ANO LOCAL CODES. 4. CONTRACTOR SHAU. CONSULT lll!rn R£PR[S£NTATIVES Of OTY AND UTlJTY COMPANIES CONCERNING AVAILABLE FACILITIES &FORE COI.O,IENCING WORK OR CONNECTING TO SOl£R, PIPING OR 'MRJNG, ETC., AND REPORT ANY PROBL.£MS TOll£ENGINEER. 5. CONTRACTOR SHALL fULL Y PROT£CT AU. AOJACEHT PROPERTIES BEFORE COt,U,IENCINC ANY YIORK. 6. Ot.llSSIONS OR CONFUCTS SEMEN VARIOUS ELCMENTS Of lHE OAAI\INCS, NOTES. ANO otTAILS SHALL BE BROUGHT TO mt AmNTION Of THE [NGINE.ER MIO RESOLVED BUORE PAOC£IOINC 'MTH THE 'M)RI(. CONTRACTOR SHAU. INSTAU. TCl,/PORARY TOlt.£TS BEr<lR£ START Of JOB. NOTES ANO DETAILS ON ORAIW-IGS SHAU. TAI<[ PREa:ootCE OYER necSE CENEAAL NOTtS. 9. TYPICAL DETAILS SHO~ SHALL APPt. Y 'MiERE NO SPECIAL OCTAIL IS SHO~. 'M-IERE A OETAll. TYPICAL 0£TAll. SECTICN, T'fl'ICAI. SECTION, OR A NOTE IS SHO'M-1 FOR ONE CONOITION, IT SHALL ALSO APPLY FOR ALL UKE OR SlliGLAA CONOITIONS UNL[SS NOTED OTHER'MSC. 10. ORA'MNGS TN<t PRECEOEHCE OVER SPECIFICATIONS. OETAIL.£0 ORAIWIGS ANO sPEOFlCATIOHS TAl<E PRECCOENCC O'IOI CEHERAL ORA'MNCS ANO
SPfOflCATIONS. :k ~~J'yM~~iP:l~o~~~s~~c8~ AS REQUIRED
ON ALL STRUCTURES. ADEQUATE 10 PRO~ot '1.11.1. STRUCTURAL STA81Uty AHO SAftty. BRACING SHAU. NOT BE REMO','[() UNll. TltE El.D,IOITS ARE FIJU.Y COONECTED AHO ARC CAPABI..£ Of SUPPORTING nee DESIGN LOADING.
1J. CONTRACTOR AGREES THAT HE SHAU. ASSUME SOt.E AHO COW'l£TE RESPOHSIBIUTY FOR JOB Silt CONOITIONS DURING THE COURSE Of" CONSTRUCTION Of THIS PRO..CCT, INCllXllNG SAl'[ty Of AU. PERSONS AHO PROP(Rty; neAT ners REQUIREMCHT SHALL APPt.Y CONTINUOUSLY AHO NOT BE LIMITED TO NORMAL "M:lRl<ING HOURS; ANO lliAT 1H£ CONTRACTOR SHAU. Dtf'ENO, INOO,INIFY ANO HOlO net O'Mi(R AND net EHGIH[(R HARULESS FROM ANY AHO ALL UABIUty, REAL OR AU.[G£0, IN COHNECTION ¥UH nee PERFORUAHCE Of WORK ON ntS PRO..CCT, EXCEPTING FOR UABIUty ARISING FROM net SOI.£ NEGt..lG04CE or net O~ER OR lliE ENGINaR. 14. lliE COOTRACTOR SHAU. EXERCISE EXTREME CAUTION NOT TO UNOERU!HE ANY
ADJACENT STR\JCTURE DURING rnc COURSE Of CONSTRUCTION. 15. a..£AN Uf>: NO PAINT. Pl.ASTER, CEUDH, SOil. MORTAR OR OneER RESIDUE SHAU. BE AU.O\ltm TO EHTER n£ BAY, STR£ETS, GUTTERS OR STORM ORAIHS. AU. MATERIALS .t WASTE SHALL BE REMOVED FROM rnt SITE, NBMC 17.32.020. 16. 00,t<X.JTION: AU. MATERIAL FROl,I rnE EXISTING BUL.kHEAD mAT IS NOT USED AS FlLL SHALL BE REMOVED FROl,I 1HE SITE .t DISPOSED or IN AN OFTICIAL OUMP SITE. 17. SEE mt LATEST "GENERAL GRADING SPEOFlCATIONS" or THE BVILOING DEPARTMENT FOR THE OTY'S: GENERAL NOTES, EROSION CONlROLS, R[QUIRED INSPECTIONS. GRA014G flLLS/CIJTS &: AU. NECESSARY OOCUUENTATION. 18. POOLS. SPAS. FENCES. PATIO COYERS ANO OmER FREESTANDING STROCruRES REQUIRE SEPARATE R£'<'IEWS AHO PERMITS. 19. AU. A.S.T.M. SPEQflCATIONS NOTED ON Tl£ DRA'MNGS SHAU. BE IN ACCORDANCE 'Mnl mt LATEST ISSUE Of llit A.S.T.M. 20. OBSERVATION ~SITS TO THE PRo..£CT SITE BY mt ENGNEER SHALL NOT BE CONSTRUED AS ANY fflPECTION AS REOUfflD BY CODE.
FOUNDATIONS
I. lHE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES ANO PROCEED '111TH THE O:CAVATION Of" ALL FOOTINGS AS CAU.[D rOR ON mt ORA'l'IINCS. 2. FOOffiGS SHAU. BEAR ON NATURAL UNDISTVR8ED UNIFORM EAAm OR [HGlt«:EREO COMPACTED ru. J. HO RONFORCING srrn.. ANO NO CONCRETE gjAIJ. B[ Pl.Aero IN ANY EXCAVATION PRIOR TO APPRDVAL BY mt BUWNG DEPARTMOIT. 4. mt Ta:> Of AU. EXCAVATIONS SHALL BE PROTEC"l[D AGAINST HEAVY SURCHARGE LOADS AHO FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFT DURING 'THE ENTIRE CONS"IRUCTION PERIOO. 5. Tl1E sons REPORT DESCRIB£0 UHOCR ITO,IS No.7 B£LOW SHALL BE A PART or ll1( CONSTRUCTION OOCIJMENlS. mt CONTRACTOR SHAU. OBTAIN net SOILS REPORT ANO COMPLY 'Mm ALL REC0MUENOATIONS lHEREJN.
6. PAD PREPARATION SHALL BE IN ACCORDANCE 'MTH THE SOILS REPORT. THE PAD SHALL BE INSP£CTED ANO APPROVED BY mt SOILS ENGlff[(R PRIOR TO PLACING ANY CONCRETE. THE PAD SHALL 8[ KEPT MOIST PRIOR TO THE PLACING Of CONCRETE. 7. rc>UNOATIOH DESIGN IS BASCO ON mE RECOMMENDATIONS CONTAINED IN THE SOILS
REPORT ON FILE 'Mnl mt BUILDING DEPARTMENT.
GRADING NOTES
1. mt ANTICFATED TOTAL VOlUME or CUT AHO fill. FOR SEAWAU. CONSTR\JCTION ON 11-IS PROJECT w.u. BE <REATER THAN $0 CU81C YARDS. mus. GRADING
PERMIT IS REOURED. 2. 'M-lEN A GRADING PERMll II PLAHS ARE REOIAAEO, If NO CRAOING IS AOORESSEO
ON lHE PLAHS -SEE mt CIW.. .t ARCHITECTURAL PLAHS FOR mt flNISH GRADING ON mt SHORE SIDE or 1liE BULKHEAD. 3. A PRE-CRADING MEETING SHALL BE SCH£0ULEO 48 HOURS PRIOR TO START or GRAOINC 'Mll1 mt fa..LOIWfC PECIPl£ PRESENT: O~ER. GRAOING CONTRACTOR, DESIGN Cl~L OIGINEER, SOILS ENGINEER. GEOLOGIST, Qty GRADING ENGIN(£R OR
mOR RO>RESOITATIVES. REQURED FIELD INSPECTIONS W.U. BE OUlUNED Al THE ME£11NG. 4. A PRE-PA~C MaTING SHALL BE SCHmtJl.£0 48 HOURS PRIOR TO START Of GRADING '111TH mt Fa..LO'MNG PEOPLE PRESENT: O'f!NER, GRAOING CONTRACTOR, DESIGN Q~L OIGINE"ER, SOILS ENGINEER, GEOLOGIST. Qty GRADING OIGINEER OR mOR REPRESENTATIVES. REOUIRED nELD INSPECTIONS 1'111..1. BE OURJNED AT THE MEETING. 5. THE PRO..CCT CEOTECHNICAL ENGIHEER SHALL INSPECT II APPROVE ALL AREAS PRIOR rnt THE PLACEMENT Of ANY nu.. 6. ALL fl.LS SHALL BE INSPECTED. TESTED & APPROVED BY mE CEOTEOINICAL ENGINEER VERln\NG MINIMUM or IIDX REQUIRED RELATIVE COMPACTION AS ll{U. AS STABII.Jty. 7. ALL EXCAVATIONS FOR AHCHORS SHALL 8E INSPECTEO & APPRO'dll BY THE CEOTECHNlCAL OIGINEER PRIOR TO PLAONC CONCRETE. 8. TEMPORARY EROSION CONTROL PLANS ARC REQUl!ED FROM OCT08ER 15 TO MAY "· 9. EROSION CONTROL DEVICES SHAU. BE AVAILA8LE ON-SITE BEnll'EEN OCT08ER 15 AHO MAY 15. ID. B[n1i{[H OCT08ER 1, ANO MAY 15, EROSION CONTROL MEASIJRES SHALL BE lN PLACE AT THE END or [AQi WORKING DAY 'MiENcvtR Tl£ nvt-OAY PROBABIUty or RAtl EXCEEDS 30 PERCENT. DURING THE REMAINDER Of mt '«AR, THEY SHAU. BE IN Pl.ACE AT THE ENO or THE WORKING DAY, 'IIHOIEVER mt DAILY RAINFALL PROBABIUTY D(CE£DS $0 PERctHT. SEE OCTAI.S N & T ON SHE:ET ,.._,
II. LANDSCAPING PLAHS SHALL BE SUBMITTED FOR APPROVAL. WORK COUPLClED ANO A CERmCATE Of CONFORUANC( RECO'dll BY lHE Qty CRAOING ENGIN[(R PRIOR TO ClOSlJRE or PERMIT, UNLESS WAIVED BY mE Qty GRADING ENGINEER. 12. TtUPORARY DESJLffiG BASINS, 'MiEN REQUIRED, SHAU. BE INSTAU.[O ANO MAINTAINED FOR THE DURATION or THE PRQ.ECT. U. DATUM: AU. El.£\IATIOHS AR[ BASU> ON MU.W AND/OR N4VS&8 OATVM.
SACKFILLING & COMPACTION NOTES
1. ALL BACl<F"l.l. SHALL CONFORJ,1 TO THE SOILS ENGHEER'S REPORT ANO RECOUMDl>ATIONS. 2. UTIUTY TRENCH BAQ(f"ll ANO ANY ornER BACXFlU. MUST BE MECHA.MICALLY COMPACTED. JEmNG ANO fl.OOONG SHAU. NOT BE PERMITTED. J. 'MiERE WALLS ARC BACKFllilO ON ONE SIDE OHLY, PRO~ot SHORING OR OTHER APPRO'dll MEANS or LATERAL SUPPORT UNTl. RESISTING ELEMOITS ARE ALL IN PLACE AND HAVE ATTAINED THOR REQUIRED STRENGTHS.. R[SISTlNG DD.t£HlS SHALL 8E CONCR£TE St.ASS OR OmER P£RMANOIT BUILDING COMPONENTS. 4. UNl£SS NOT£0 omER'MSE IN me SOILS REPORT, ALL nus SHAU. BE COMPACTED 10 A MJNMUM Of 90X Of MA>OMUM OCHSlty IN ACCORDANCE '111TH mt REQUIREMENTS Of mt C8C APPENDIX SECTION 3313. 5. f1LTER a.om SHAU. BE UIRM"l 140N-SERIES NONWO~ POt.YPR<P'rUHE GEOTEXnLE
AS MAHUFACT\JREO BY "TC t.uRMl COMPANY' ANO SHALL BE MINIMUM 2.0' 'MOE ANO 8[ Pt.Aero ON me INSIDE FACE or TH[ BULl(HEAD EXTENDED EQUAU.Y FROM ll1E .olNT TO (2.D') BELOW THE ANAL MUOI.JNE FOR llit ENTIRE HOCHT Of TH£
BULKHEAD. 6. COMPACTION REPORT MUST BE SUBMITTEO TO ANO 8[ APPR0',£0 BY mt BUILOIHG 0£PARTMENT BEFORE: FOUNDATION INSPECnON.
7. A FlNAL SOIL REPORT Of COMPACTION & APPROVAL SHAU. BE PREPAREO BY mE PROJECT CEOTEOlNtCAL OIGINEER II SUBMITTED FOR BUII..DINC DEPARTMENT R(~EW AT THE COUPLETlON Of THE PROJECT. B. COMPACT SOIL TO THE REOUIREO RELAnVE OCHSITIES PER ASTM 155--111. 00 NOT use H[AVY COMPACnON EOUIPMOIT 'MntN 2.0 FEET Of" THE BUI..KHEAO.
9. ON SITE MOKEN COHCRETE II AC PA~NG MAY BE USED AS F"l.l. PR0\1DEO IT OOES HOT txa::to 6 INCHES IN SIZE & IS HOT STACKEO, LA'l£Rto OR PLACED ABOVE ELEVATION +7.0' & IS APPROVED BY mE GEOTtCHNICAL EMGINEER.
STl!l!L
I. S"IRUCruRAL STED.. SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. "572 GRADE
2. ~~ ~: ~i~s-~o KJ1niER STEEL PIPE STRUCTURAL MEMBERS SHALL CONFORM TO A.S. T.lr,t A5J, GRAOE 8.
J. STRUCTURAL STEEL TUBING SHAU. CONFORM TO A.S.. T.M. A500, GRAD( 8, Fy •
46 KSI. 4. BOLTS SHAU CONFORM TO A.S.T.M. AJ07, UNl£SS NOTED Olli£Rl'IIS£. 'MiERE HIGH STRENGTH (H.S.) BOLTS ARE SPECIFlEO, THEY SHAU. 8E MINIMUM ¾" DIAMETER AND CONFORM TO A.S.T.M. Al25 SC a.ASS A UNLESS NOTED OTHER'MSE ON TliE PLANS. THE INSTALLATION Of H.S. BOLTS SHALL BE INSPECTED BY A REGISTERED OEPUty INSPECTOR APPR0\£0 BY Tl-IE BUILDING
DEPARTMENT. 5. AU. BOLTS HOL.£S IN STEEl MEMBERS SHALL BE STANDARD HOl..£S, U.N.O. 6. STRUCTURAL STEEi.. "NELSON" STUDS SHAU. BE MANUFACTURED F"ROM C1015, C1017 ANO C1020 COLO ORAYIN STEEL CONFORLtlNG TO A.S.T.M. AI08-58T. 7. UGH GAUGE STE£L MEMBERS SHAU. CONFORM TO A.S. T.M. STANDARDS AS FOLLOWS:
A) FOR 18 CA. TlilCI( ANO LIGHTER STEEi.. : "'446, GRAD£ A (GALVANIZED)
OR A570, GRADE Jl OR A611, GRAD[ C -AU. HAVING MINIMUM Of 33 KSI
'r1ElD STRENCTl-1.
B) FOR 16 GA. TH/Cl( ANO HEA~ER STEEl : A«6, GRADE O (GALVANIZED)
OR A570, GRADE 50 OR AII07, GRADE 50 -ALL HAVING MINIMUM Of 50 KSI
YIELD STRENGTJi. 8. FABRICATION ANO ERECTIOfi SHALL CONFORM TO THE 14th EDITION Of A.I.S.C. SPECIFlCATIONS.
9. ALL HOL.£S FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRIUEO OR PUNQiEO.
BURNING Of HOLES SHAU. NOT BE PERMITTED. 10. ALL STEEL SHALL BE STAINLESS. HOT DIP CALVANIZ[O OR EPOXY COATEO.
WELDING
\. All l'ltLDING SHAl..l. 8[ DONE USING THE SHIELDED ELECTRIC ARC PR0a:SS BY CERTIFlto l'ltLOERS, USING E70XX EUCTROOES. 2. VIO..OING Of STEEl REINFORCING BARS SHALL BE DONE 'MTH LOW HYDROCEN El.ECTROOES. A2JJ, a.ASS [70XX SERIES..
J. l'!ELOS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE
SPEQAl INSPECTION '1114-tEN Ml.DING JS DONE IN AN APPROW FABRICATOR'S
SH<P, HOWEVER, THE APPRO-..u> FASRICATOR MUST SUBMlT A CERTIFICATE Of
COMPLIANCE IN ACCORDANCE 'MTH THE SECTION 1704.2.2 Of THE cac. 4. SPECIAL INSPECTION IS REOUIREO FOR ALL FlELD l'l£1.0INGS.
CONCRETE
I. AU. CONCR£T'E MIX OESICHS, CONFORM'4G TO OlAPTER 19 or Ml J18-14, TABLE 19.3.2.1, CATEGORY (C) & 0.ASS C2 PER TABlE 19.3.1.1 Of ACI 316-14, SHALL BE SUBlllTTEO TO mt ENGINEER FOR REVIEW ANO APPROVAL BEFORE ANY CONCRETE IS PLACEO. ALL C<lNal:ETt MIXE:S SHALL HAVE A MINll,f\JM CEMENT CONTENT Of 6.0 SACl<S Of CEMENT PER CUBIC YARO Of UIX. ALL CONCRETE MIXES SHALL BE ctRTiflED BY A CONCRETE TESnNG LA80RATORY AND SICNEO BY A CAUF'ORN!A RECISTmEO O~L ENGINEER. 2. CCtlCRETE SHAU. HAVE MINIUUM 28 DAY COMPRESSIVE STROIGm Of" 5000 PSI ANO A 0.40 WATER-TO-CEMENT RATIO. 3. CONCRETE GROUT SHALL HAVE lli[ SAME COMPRESSIVE STRENGnl AS THE OmER COOCRETE AHO SHAU. BE A SUJTABI..[ MIX CONSISnNG or PEA GRAVEL SANO, CEUOH ANO WATER. MA>OMUM SLUMP SHALL BE 5 INCHES. AN APPROVED
SUPERPLASTIOZlNG ADMIXTURE MAY BE AOOEO TO INCREASE 1liE SLUMP TO MAXIMUM 7.5 INO£S. GROUT UNDER STil'.L COLUMH BAS£ PLATES SHALL BE -RAPIO-SEr OR "FlVE STAR GROUT" OR APPROVED EOUAL. 4. CONCRETE SHAU. BE DESIGNEO FOR PERMEA81UTY, STREHGm. OlEMICAL STA81UTY ANO ABRASION RESISTANCE, APPROPRIATE FOR ITS APPUCATION. PORTl.ANO CEMEHT SHMJ. CONFORM TO ASTM C 1&1 TYP£ I OR TYPE U MOOIF£0, AND LOW Al.J(AlJ. CHEMICAL ADMIXTURES SHALL CONFORM 10 ASTM C 494. CHDIICJ.l.S DESIGNED TO UMIT CORROSION or INTtRHAL REJNrORONG MAY BE USED. AIR OITRAINMENT
AOMIXTVRES SHALL CONFORM TO ASTM C 280. COARSE AND FM AGGREGATE SHALL CONF"ORU TO ASTM C 33, ANO ASTM C llO l'IHERE UCHT'MJQH AGGREGATES ARE USED. UCHTVIEICHT ACCRECATE. If" USED, SHAU. CONSIST Of DPANDEO ANO COATED SHAI..E OR EQUIVAIDIT MATERIAL « SUf"flOEHT STRENGTH AND OURABtUty TO PR0\1DE CONCRETE Of mE RCOUIR£0 STRENClH.
5. CONCRETE TEST SAMPLCS SHALL BE TAl<EN IN ACCOROANCE 'Mnl A.S.T.M. ANO CBC STANDARDS. RESULTS Of THE 7 .t 28 DAY TtSTS SHALL BE SUBUITTEO TO mt EHGINtER FOR HIS RECORDS. Sl.UWP TESTS ARC Rf:OUIREO FOR ALL TEST SAMPLES ANO IIUST Al.SO BE RfPORTED. ADOITIONALL Y, AU. UGHT 'ROCHT CONCRETE S4MPLCS MUST HAVE mEJR IN-Pl.ACE OEHSIT"CS OETtRMINED AND REPORTED.
6. SIOCS or FOOTING PAOS MAY BE POUREO AGAINST STA8LE EAAm. 7. SL.I.RAY CONCftETE, 'M-IERE S?EOFlEO OR USED, SHALL HAVE A t.nNIMUU CEMENT CONTENT or 1.5 SACl<S OF COIENT PER CUBIC YARD or MIX. 8. SEE ARCHITtCT\JRAL NOTCS FOR OOLOREO OR 1£XTUR£0 CONCRETE. 11. CONCR£TE FORM WORK lOLERANCCS SHALL BE IN ACCORDANCE '111TH C8C ANO A.C.I.
STANDARDS. 10. AU. STEEL RONFORONG, ANCHOR BOLTS, 00\IIO..S AND OTHER INSERTS SHALL BE SECIJREO IN POSITION ANO INSPECTED BY mE LOCAL BUILDING DEPARTMENT INSPECTOR, PRIOR TO THE PLACING Of" ANY CONCRETE. 11. AU. NECESSARY BRACES, STRONG8ACl<S, PICK-UP INSERTS, BOLTS. ETC., FOR
PRECAST CONCR£TE PAN£1.S SHALL BE O[SIGNEO BY OTHERS FOR SA.FE ER£CnON Of mE PANEl.S. 12. NO CALOUM QILORIOE SHALL NOT BE USED IN ANY CONCRETE. 13. AU CONCRETE TO BE CIJR[O FOR A M!h'IMUM or J DAYS BY A MCTHOO ACCEPTABLE TO THE ENGINEER. FORMS MAY BE STRIPPED ONLY Af1ER mE CONCRETE HAS A TUJNEO MINllilUM COMPRESSll/t STROIGTH Of 3000 PSI.
14. CHAMFER EXPOSED CORNERS fl" U.N.0.
STRUCTURAL GENERAL NOTES
REINFORCING STEEL
I. FOR S"IRUCTVR[S txP0SE0 TO SALT WATER SPLASH OR IMMERSKlN. REBAA ROIFORCOtENT SHAU. CONf"ORl,I TO ASTM A 7otl, VNl£SS NOTED OTHCR'MSE OH OCTAA.S, AND SHAU. BE EPOXY COATED P£R ASTU A n5 OR A 934. \ll£lDCD MR[ MESH SHAU. CONFORM TO ASTM A 185 4ND SHALL BE EPOXY COATED CONFORUING TO ASTM A 884, WTH ALL "1Silll£ OEFECTS AND CIJT OIDS REPAIR COATEO. 'MRCS USED TO TIE RONfORCING STEEL SHALL BE EITHER [POKY COATED
STE'£L. OR A 3111 STA.Wl£SS STm.. 2. RONFORCOtENT MARXm COOffilJOUS MAY BC SPLICED BY LAPPING 42 BAA DIAMETERS IN CONCR(T[ AND 48 BAR DIAMETERS IN MASONRY Mm 24 t,1CH MINIMUM LAP IN EAOI CASE. UNLESS NOTED OmERMSE ON P\.J.HS. ALL SPUCES 'Mi[N OETAIUD SHAU. BE LOCA"l[D YIHERE SHD~ ON PLANS.
3. ROlrORCINC Sl[[l SHALL BE 4CCURATD.Y PLACED ANO SECUREO IN P09nON '111TH METAL OR CONCRETE BLOCKS. CI-IAIRS, SPACERS, ETC., AHO 'MRE TIES BtrORt PLACING NiY COOCRETE.
4. ADDITIONAL REINFOROHG REOUIRm FOR ERECTION or PRECAST CONCRETE PANELS SHALL BE ADDED PER THE CONTRACTOR'S DCTAILS. 5. MINIMUM CONCRETE COYER FDR REINFORCING STEEL SHALL BE AS FOUOWS. UM.ESS NOTED DTHER'l'IISE. A) CONCRETE ea.ow GRADE OR IN CONTACT 'MTH SOIL.: 'IIHEN C4ST ACAIHST EAATH 3", MlEN FORU[[) 2-. ~i =S~~~~~[t~;~ili,~TERIOR FACE 1•.
0) CONCRETE SLAB ON GRADE: REINFORCING STtEL AT CEHTtR Of SLAB. Uh'LESS
NOTED ornER"MSE. 6. REltffORCCMOIT OETAIUNC SH4U BE IN ACCORDANCE 'MTH C8C SECTION lll07. 7. ALL TIE 'MRES SHALL BE U!NU,IUM 16 G,fJJGE, BLACK AHHEAlID, CONFORl,lt,IG TO A.S.T.M. A82. 8. ALL RONFORONG BARS SHALL BE FREE Of RUST, CREASE OR OTHER MATERIAL
U<UY TO b.tPNR BCHllNC. 9. ALL BOIOS IN ~FORONG SHALL BE COLD BOIOS.
NAILING AND FASTENERS
I. AU. NAILS ANO fASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM
A15J ClASS 0, HOT DIP GALVANIZED AHO BE ACR'r\JC ADHESIVE OR TliERMAL PLASTIC RESIN LATEX ADHESIVE COATil>. 2. ALL NAILS SHALL BE 16d (D.148" DIAMETER) HELICAL THREAD NAILS, 'MTH
MINIMUM BENDING 'r1ELD STRENGTli Of f" • 90,000 PSI, U.N.O. J. NAILING OTHER THAN ROOf OR FlOOR DIAPHRAGM SHO'l'IW ON THE ORA'MNGS SHAU. BE IN AC~ANCE MTH TABLE 2JD4.9.I or lliE CBC. 4. NAILS FOR ROOf ANO FlOOR SHEA.TlilNC SHA.LL HAVE A MIN or or PENETRATION INTO lliE rRAUINC MEMBERS.. 5. ALL HARDWARE S>iAU. BE CORROSION-RESISTANT COMPL'r1NC Mlli HDG G185
FlNISH ANO BE MAHUfACT\JREO BY "SIMPSON STRONG-TIE CO., INC." (OR
APPROVED [OUAL), AND SHAU. HAVE A VAUO ICC NUMBER ON THE PRODUCT. ANY 0("1ATION f"ROl.4 THE APPROVED PROOUCT'S t.lUST BE APPROVED BY THE BUILDING DEPARTMENT, NOT BY THE FlELO INSPECTOR.
6. All. HARDWARE SHALL 8£ INSTAL.1£0 PER MANUFACTURER•s
RECOMMENDATIONS. BLIND NAILING SHAU. NOT BE ACCEPTABLE ANO 'MU 8E RE.ECTED.
7. WHERE MECHANICAl OR ADHESIVE ANCHORS/OOVin.S ARE INDICATED ON
DRAWINGS: A) MECHANICAL ANCHORS SHAU. BE STAINLESS STEEL HILTI K'MK BOLT KB•TZ
ANO BE INSTALl£0 IN ACCORDANCE 'MTH ICC ESfH917
B) ADHESIVE ANCHORS SHALL 8E HILTI STAINLESS STEEL "HIT-HY 200 MAX-SO"
AOHESl\1: INSTAU.£0 lN ACCORDANCE WITH ICC ESR-3187 OR
STAINLESS STtEL SIMPSON STRa-lC-TIE "SET-XP EPOXY' ADHESIVE
INSTAU.£0 IN ACCORDANCE Willi ICC ESR-2508. C) HOl.CS SHAl..l. BE DRILLED 'MTH Na-1-REBAR-OJTTING ORIU BITS.
0) CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION Of THE ALL
ANCHORS/t)Ol'ltLS BY A REGISTERED SPECIAL IHSPCCTOR APPROVED BY THE BUILDING DEPARTMENT. THE INSPECTOR SHAU. VERIFY "THE INSTAU.ATION Of ANCHORS/DOWELS lN ACCOROANCE 'MTH
MANUFACTURER'S RECOMMENDATIONS INCLUOINC a..£ANUNESS Of OR:lll.
HOl.£S ANO PR<PER EMBEOMENT.
E) UNLESS NOTED Oll-lER'MSE ON THE ORA'MNGS, USE MINIMUM 9'• 01AMETtR
AT 24" ON CENTER 'MTH A MIN11i1UM Of" 5" EM8EOM£NT.
ANCHOR RODS
I. ANOlOR ROOS/TIE-ROOS SHALL CONFORM TO A.S.T.M. A722-95 CR 1$0 TYPE II TliREADED REBAR AS MANUFACT\JREO BY OYWIOAG-SYSTO,IS
2. ~iti1~ic~~~A~~GT~g~~c~~i~iTI~ or ANCHOR BEAM, TENSION ROOS TO 1,0001-COMPLETE BACKFIU. & COMPACTION TO ROUGH GRADE & TENSION ROOS TO 5,000f.
GENERAL SPECIAL INSPECTIONS
1. PERIODIC (NON-CONnNUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A QTY cornnro OEPtJty INSPECTOR IS REOURED rOR THE Fa..LO'MNG:
A) SITE CONCR:ETE WORK (CQPING & ANCHOR BEAM) : ........... CONTIMJOUS.
~~ ~~C~~~~ ~LrP~Et.S~CTH .t DAMAGE : ........ N:=~~~~~i
0) ANOiOR ROD TENSIONING ; mwous, E) GROUTING or PVC SLEEVES : -CONTNVOUS.. F) PILING INSTALLATION : ON-COOTINUOUS. C) HaJCAL ANCHORS INSTAU.ATION IN ACCOROANCC '111TH SECTION 2.4.2. Of ICC ER-2794:~~----"0N-CONTINUOUS. SPECIAL INSPECTION IS R(QUIRED fOR SU.WAU. PANEL CONCRETE IF mll CAST IN A CERTIFIED YARD. 2. CONTINUOUS SPECIAL INSPECTIONS IS REQUIREO FOR m t INSTAU.ATION or ANOlOR BOLT5, ADHESIVE ANCHOR BOLTS, AOHESI\'£ OOM'l.S AND MEQiANICAL ANCHORS IN Al..l.. CONatETE ANO MASONRY 'M:lRKS.. l. SPECIAL INSPECTIONS SHALL BE 00NE BY ONE OR MORE REGISTERED OEP\JTY
(SPECIAL) INSPECTORS, APPROVEO BY Tl£ BUILOIHC DEPARTMENT OHL Y, HIRED AND PND FOR BY THE O'lllffER. 4. SITE ~SITS COHOUCTED BY mt ENGINEER ARE MERELY fOR OBSERVATION PURPOSE OHI...Y AHO 00 NOT CONSTITUTE AN INSPECTION.
5. TWO (2) Pff<PERLY COMPL£TEO AHO SIGNED COPIES Of mt SPECIAL INSPECTION ACR£DIENT MUST BE SUBMITTED TO THE PERl,QT SER~CES Dl~SION PRIOR TO ISSUANCE Of mt PERMIT. 6. AS A MINIMUM, mt DEPTH or mt SEAWMJ. EMBEOMEHT INTO mE GROUND SHALL BE AS SHO~ ON ELEVAllONS ON (SW-1) AND MUST BE ACCIJRATElY MEASURED BY m£ OEPUty INSPECTOR. A COPY or me MEASUREMENT MUST BE SUBMITTED TO TH[ Qty & mE OIGINEER Of RECORD. 7. SPECIAL IHSPECllON IS REQUIRED FOR AU. HEW CONCRETt AND MASONRY CONSTRIJCllON, INQ.UDING REINFORCING STEEL
CAISBON INSTALLATION PROCEDURES
I. ORIU. SHAFT BY UTIUZlNG CONTINUOUS FUCHT AUGER (ctA) TECHNIQUE. ORIU TO PROPOSED TIP El.£VATION. Pl.ACE 5000 PSI CONCR:ETE IN gjAfl AS THE CONffiUOUS fUGHT AUGER IS BEING WTHORA~. CONTINUE PLACEMENT Of CONCRETE UNTL THE SHAFT IS COUPLETn. y num UP TO Ta:> Of CAISSON. PLACE SOLDIER PU BtAU OR REBAR CAGE PER SW-I ANO SW-2. 2. START INSTALLATION OF OY'MOAG lHREAOeARS AT lLAST 5 DAYS AfTER CONCRETE PLACOIOIT HAS BEOI COUPLETEO, BUT MOT PRIOR TO THE CONCRETE HAS ATTAINED MINIMUM COMPRESSIVE STRENGTH Of 3000 PSI.
J. If CON\1:NTIONAL CAISSONS CONSTR\JCTION TECHNIQUE IS TO BE UTIUZEO IN UEU Of" C:FA. CASING II TREU!E MUST BE USED AS R£0UJRE.0 FOR CAISSONS CONSTR\JCTION BELOW WATER l£VEL
ABBREVIATIONS
A.B. ----··· ANOiDR Bc:u A.C. ··---··· ASPHALT CONCR(Jt A/C ·--····-AIR COHOITIONIHG A.c.P .•...••••• ASPHN..T C0Nal£Tt PA\1NG
ADOl ·····--·AOOITIONAL A.r.F. ·--· ... ABOVE FlNINSH flOOR ALUM .......... ALUUINW ALT ..... ·--··ALTE.RNATE =T .. ::.-.-.:.-. =~TURAI. e.e. -······ .. ·· BOTTOM Of 8(AN BET •. BET'IIED4 BLOG .BUILDING BL.KG ........... BlOCKIMG BM ............. BEAM B.N ............. BOUHDAIIY NAIUNG
BOT .......... BOHOU B.W. .. .......... BOTTOU Of WAI.I.
C ................. CHhHNEL CA.NT . .. ... CNfhL~ C.G. .... COHER Of GRA.,.TY C.J ............ CONSTIIVCTION JCIHT OR
a..... ggrrJ~~T Q.G .......... _COJNG
QJI ··-·······a.EAR C.U.U ... _ ..... ca,,;CRETE MASOHRTUNIT
~····:::::.~=TION CONC .......... CON~
COHN ··-······ CONHECTION CONT ···-··· CONTINUOUS CONST --···· CONSTIIVCTION CC11R •.•••••••• CCRRIOOA CTR ............ CENTER
Del. ·-······· .. DCUau: O£T ···-·····DETAI. Of ·-······-DOUGLAS nR O.F. ·--.. -· •. ORJIKINGn:UH.Uf OIAG ........... DIAGONAL OIIJ'H ..... _. OIA."HRAGM
DH ----·-·· OO'lltf
rs.·--._.-··~OUT
O'IGS .•••••••• OflAlllNGS 15.l ·::::::::.~G
E.r. -·-·· EACH FACC O.CC ............ ElECTIUCAL D.£V ·--..... El.£\IATION 0/IIED ...... EIIBEOMDfT. [MBEOOED
E.N. ·-·· EDGE NAUfC EO -.......... £0UAL E.S. .... EACHSIOC
~T _::·::::.:.:.:~~:::
[Xl .... EXTERIOR ~ ::: ........ r-cZ:l~f
r.r ............. F"HS!i nOOR F.G. ............ FIHIS!iCAAOE
nN ·-· ... -.... FlHISH k~ ·-···:::::~ocJ01ST
F\.11 ._ ........... n.OOR
F.O.C. -·--.. fACC Of CONCRETE r.o.w. -........ FACC ()f WASONRY F.D.S. .......... FACC()fSTVO
F.H. ·-·-······Fl[U) NIJUNG F.S. --·····FAASIOE ~ ··::::::: ~Tlfc: FOOT
GN..V ........... CALVNIJUO 04 --·-..... GAUGE G.t --·-······CALVNIIUO IRON ~ ::::::::::: ~=t: ~ C1P 11D ......... GlPSIJII BOARO = :::.~:::::~~ BYMBOLB
0 ............ _AT
.... OIAlilCTIR 014.-............ 0IAWETER DIM ........... Ollil£NSION HK ........ -..... HOOK liORIZ __ ...... HORIZONTAL ! .... -....... c:ontR LM
.............. P\.ATEORPROPERTYUNC
H.P. ·-·······HKlHPOINT
TRULINE PILE WALL INSTALLATION
PROCEDURES & NOTES
I. INSTALLATION PROCEDURE
1 .............. STEPt,1rDOT'ffl:
1. INSTALL TRUUNE P1l£S TO Tl£ R£0UIREO DEPTH ti ACCORDANCE 'l'llm mt
t.lANUFACTURER'S RECOMMENDATIONS UTIUZ'4G WNlUAL l.AIIOR DIGGING AHO PUSH
00\litf BY BACl<HOE OR SIMILAA EQUIPMENT. NO_,_ AU.OWm l'OII THI MTAWI,_ OP TIUN -2. PUWP OUT ANO REMOVE ALL SANO THAT MAY HAVE ENTERW INTO m[ Pll£S OURING lliE INSTAl.l.ATION. PLACE REINfORttMENT AS SHDl'IN ON ORAMNCS. J. PLACE 5000 PSI c.ONCRETE FROM BOTTOM UP USING TREW\[ ALL m[ WAY TO T(P Of TR\Jll'IE PUS. CONCR:ETE COPING CAN BE POURED AT lHE SAME TI~E '111TH PR£< 4. 'M€RE CAU.ED WT ON THE ORA'MNGS, TRIA.JtfE Pll£S SHALL BE MANUfACTVREO IN "THE MANUFACT\Jj;INC Pl.ANT or fORMTEQi ENTERPRISES, INC. LOCATED AT 128 BEN BURTON ORO..E Ill BOGART, C£0RGIA. J0822 U.S.A., AND SHALL BE INSTAU.[0 lN
ACCORDANCC 'Mill lHE MANUFACTURER'S RECOMMENDATIONS ANO SPECIFlCATIOHS &
0£TAA. V/SW-2.
NATIONAL l"OLWTAHT D19CH.'RG£ B.IMIHATION SYSTEM {)ll"OESJ NOTES
~ll'IH tbld-~~~Ol'llll•tiMIIIHtOflMplf,11
• 5e!l-:,cnh(ft~dsuX'dDyC011$1n.et::n•NUt-ercta,r,e,o.01'11-1tl.lKS)Sln.t";nr3lOMtrOt!C,lr('m.,urUT
ldCYIC,-~Ut,;e
i 5~.ef.rJ.5.:>IU'olliOltor.H)l?f','O)fUW-.O;;llffllTiU~:neNIJl-.oontrc,,nirvv.etot:rNII 3',lnagt' ':t1.1Y.riu: .. ~tw~..,,,,.,.,.-,.1~1a.1v<,;: orw,rJ
J ,.l,,.~<lt~SVP1l01~W,cMUIX!Om1lt:,1~ .... ,rn w>~M11,oe~otn:~1e>rr,rm2etrant0011
im .. ;1.,.,:~:~drfttt; Wn.y;i!.dbl.~ '11~1jproµ,"\in!Jr-Uu ruul'
◄ Rt.ro.lflr,;-nl~¥'dvthde"ifi'tr'Q~it.1lbcnMfJA!d1:w•-.:,.,..;'.t,,u«nurla.l:teJ:O.-<Jto•c.'Ul.a'
llfli':\°""UWn.lf,:d<.1:hHp4/.r.t>,
SA a,r..t,,.r.:_u:,c,,rff""-1u •»~•:t..,i:.,,wr..,1,. . .,!,,,Wu,..t1i,,1.,1r~vu,.,...,,.:.,,_,l~1m .. ,.,.J,tn.,,I :<lld~.-cg:,oc1~.-,g~,wt-.1ctroeprc..tte1ue;iinJ3..,••sroJ.:e<Jco-6l1u:1~t'-'9~••03•
Ii A!l~a·.Jolu :ti!U)'ala:l"Ulodll11.r.:'.Nb<1HUXUI\0.1•UUdo:lmt;.-!d·,r.-..!o!m11:.,1ul!.~,_..,bo,(:Ve..."ktl :tro:lr,,opert,·d~r.1,nt1r.tr«yoer..-s
7 ~,cn-1u1r.err11"1ar-e,;>/T\"1:t1aCO"OIMltr.a1a11arc,elpJ:e<!WCf'!l~f"OIU/'"V"'·n:ttO' ;io.Jt.011:sc-!'llr.~I<! O&aarge1d'"ll'Pr•IO:!'!!tfll&f\ltO'm,,.JlefQrt1.,.h« nectUa'Vbr ~"'Ol'TfUnce ,~
:~11d«rS<..Jctxnt11ech:ot1arcl-Ml,trt~ryoi.oct ~1UMorcc.rl11WtloavQl~);,nr;t:,,w,1~,;iu,1t; ,~-.»i:J. oa.ae Oflf1tea·.;;,,1 tc, ca-..w ro~v:c,n '°ilUTnr.101'" 01 ,·u,wl'lOft, o, coru~ t IIIUldO-ul: f<;Ul!.tnee•f'l
;wq,_.i,rl'7n?;:a\.!.l;II! ~ Fute'l11Reg,'1$10N-1lCfRf>:11ts 117 a.rd:002
a P«mQf p,;G,.u,u 1ic1-Ao: w ,,e ,u 1tm1eo 10 Ko.., r,, I QUO ~'1@1-.c.J! ,~~ "· WMtn hc;n l»fl'tli ~.11$ se.a~-u.,g).-Inv.,;, 1l!l.tltldl!s lw1UCI~ wcox11,titie!v.tl..e<i1111J~•lti ~t.-; f,:,..'111 1,a,r, 1\1~1,.;
~SILCQ;Jf1t/j"l""erU.lvEb oh.kb'-. ~rclfffOlilU'r. lf<>"i!OfOI i.u•vn-.. :,, lto'U•lefl.Wf'<'.lt/to<irl""r41'l ,,_,,.,1.,,,r<1«:nt-wuh..-.:tt con;,e:i»,int':.'lg.t:V.or~t.1:,·11w111u .,,u1t,11-,.T111tf<1t9'1'itM<fJfmar(
... 't,lil'!'l~n~o::;."1E:m.:.>!~tU1fl'Jlrdl~ICl.loroNt6"Jp(lttt,ow.1tc1nt1!\.l•''"'il
C.¥rgc:ot-.rrt4«-pr.mllffll .. ~().5p:'leOlf.l(tln'efe<!llf;t\all(l9eAoe<J.-.rcltor«.-«-ed~ll'(llllf)O,.,
aMt, ~u;.,:i'Mf>:Jta\Qdfrompac,:•11!Kl'""'1·ttnn:i'I w11r,,J:.nu•em1u.1lona::cacer..-..e· .. ~rikx.r. ,":aU!¥10f~IJ,lltc::\#f&n!l"l\
a Oc-,.:t~r&Jt.f cub:ll.ruledp-~ ... o,,..,x.,-ur 1hch:11g,11cortanru1ed.otll·~ bUfxcen,cb>,i;~rO'fb:e-;j C..~~:fl!'O"'-~<;rOTOolllU ~~c,1 tla'~i'OU.Aarl Cu:Nfgll E"">-a!JQ{l-Sy$!f~~-nll~
:le~~~•~•~IW>l.,:,l).all/Olrt~Gcald
·o Gr~•ui;cnttere,,...11~111Npe-m:ic1n.tt.:o-.,.,llKlff1romtnetooer.f1~a1!hea>--d..->olear.r
...:,,t;,n;~ [nor-~ 1~1.e:,,'e<1«11Ct.-••<ldi:n"-'9lt:il!et.
·• r-e~rdeort:::aei,;1 r.,,1t>er"f)0'",1C"'ar<111'111JtMtnte•H•rv~..1.c,'15:Qo,.-.er1:,,.:b"<.1..-.~~•
Qlt:l treJ1'"111t~ r.np,,,..rad ... 1:1!'1 cr-tKH I !\M.lfo.).llc«IOtt.n.
·z l~'1efff".ctttnoaKtt1:tc:rv.a11fll::e<t:te'"c1,.c,,,cc,-.r,o1.,.-orkr <1~e l"Qtlf-e~k11onaccc•oa,:e
.. 1n;t.,~pc,.ed.:il,~
n l·t-~•~Arc:tfy1l91.....-.J,or1,1,::.<1 ..b:orll•do-1 ,...._..,,,1.~,. :C11ee1 1"'d;o,°'~'
_ .. 2".&l~dd'e"1cal$rtolhe ~O'ffldt!,nf",tlf1lOlltt'...-<11e11'"1P:l16 IJ'Chc,4(1,:]
~. E<.1-"tk""'1<1-..d ... ,~11.i,~.,..l,Jo'l·(.y,"'"""lollll1"fllf'11"~V#l!l,r1\•l~,~.a.n-v,,..,1 .... ')'_l,U ·i,;..~wry
'T\T.<1:"afsohJllt,fJ-~Olll-.lta!'di.b::,p,t':IJICJOrl',ffel1lot.llCO!i!OIJ::.\la~Q:,dCO'lStru:lorid ·uTfOV\•,;t,,,,~..,...,..,uon■~<1
ISSUANCE or A BUl.lllNG PERIIIT BY THE Qty Of NE'M'ORT BEACH DOES NOT REUEY£
APPUCANTS or Tl£ L£CAL REOUIREMEHTS TO OBSERVE COVENANTS. CONDITIONS AND RESTRICnONs 'M-i!CH MAY et RECOROEO AGAINST TiiE PROPERty OR TO OBTAIN Pl.ANS. YOU
SHOULD CONTACT YOUR COMWMty ASSOCIATION PRIOR TO COUMOICEMOIT or ANY CONSTR\JCTION AUTHORIZED 8Y ntS PERUIT.
PfflOR TO PERFORUIHG ANY WORK IN THE OTY RIGHT-Of-WAY AN OICR:04CHMENT PERI.UT MUST
8( OBTAINED FROM Tlit PUBUC WORKS DEPARTMENT.
SCOPE OF WORK,
1. TO CONSTRUCT A NEW SEAWALL/COASTAL HAZA.ROS LOT PROTECTIVE OEY1CE BY UTILIZING TRUUNE PILES Yi'lTH CAST-IN-PLACE CONCRETE COPING ATOP CONNECTED Yi'lTH DY'w.OAC TIE-BACKS TO NEW CONCRETE DEAOt.lEN WHERE
REQUIRED, AS REFLECTED ON SHEET SW-2.
2. TO CONSTRUCT A NEW CONCRETE STEM WALL ON TOP Of COPING WITH TOP Of WALL ELEVATION or +1J.SO'NAW88,.+1J.70'MLLW.
J. THE ABOVE LISTED CONsmuCTION WILL BE DONE Yr1THOUT ANY t.lECHANIZED
EQUIPMENT BEYOND n-tE f"ACE or n-tE SEAWALL
en I-z w ::;
I-en w > ~
~ z 0 i en -' 0
i ci a::
0 0 i w 2: 0 0: "' Cl~ 0: a, w< ,-u z . w :c () u Ii: ;:s
0"' 0.1;: ;i:o
!M ~ ~~
I I tS i
0 -~ is 5 C,
en ;5 -::J
0 a> cc
3 Ii: t3 !!: ~ ::,
;;;~ ~ Cl. 8t z D
i5 (.)
2N a:f>C::
' ~ ~ ~ 0 N g t--= en. LL
·~;Jrr~~np,,:r.,,ert. .. ~"'1l!lCW'IJf!l<:>l,.lr.,l'l'dr,lrll(l'l-..cr:..<T,11a,·,--r-erit~<'!!-O-r,n.:.Jr, t"\-~l)'F::tfCU!-'°"'
•Z,b!;,.1~~f':n.'l'l&·l'J,r,0JfUU-d,:VOtlffi"'l.d<l'!St-tll'>l!"ia'/"('(lr,,f11f!Ul'~,l,t,.edi.-ec,m:,l"',:tti~
i<llU(Jr>arr.lt«lrotrtc,,;,,otio,.lrJttoenlArrumf~•cµ;i,;;1,;a:,'e Vt!JOr..JqJlesolQ:~titlallblsff~•cortar.tec,
mmr{m1M,-:<lffr,rl~"f""'ll'M'l.,.,ue:01 .. ttb o-~"lao<'!ott~lad_.-l'ltr,or-e-:io?S".a,in:r.
,-e•1.Qe\"ild{---rJ.,ft'Tld
~----. I ~a: >-f-N_o_T_E...,,,T..,o--,-T_H __ E_a_10_0_E_R_s_, ----------~ ~ '.:' ~ " 0::
<(
1------1z
~1~'{.-,f8'4Pilof.::or~,..N>•tlll',f\111'1ittflllt .,.CH w110,rft;(),nt-,~lbe~nf'l'(f:ltrlClttlM<J :,r1"1e1Q.,-.,·i,r,~ k:sn;....tl,:n!h1wh1 !olo!rl-11',5 dl.lo:1"9<' f•ttll~,c• it<l.gnr9i,o~)'t.y·,..P"J,;,, v,~
AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS ANO THE SITE;
1. NOTIFY THE ARCHITECT ANO/OR THE ENGIN[[R IN \lrRITING, REGARDING All OISCREPANOES REQUIRING a.ARIFlCATION, PRIOR TO THE ·am SUBMITTAL·.
2. If THE ARCHITECT ANO/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER
ITEM 11 ABOVE. IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED
AOEOUATE CONTINGENCY IN HIS 81D TO COVER All COSTS TO COMPLY WITH
THE MOST STRINGENT CONDITIONS.
~ SW-0 :J w
J. THE CONTRACTOR SHALL NOT BE ENTITlEO TO ANY AOOITIOHAl COMPENSATION a:
'---------------------------------------------------------------------------------------------------------L_;':::°"::...:,:""::'_:~:::SCR=EP:::AN::C::Y_:~:::SC::O_:VER=EO:,_Affi:.,:::::_•_::n<:::<_";:Cl.::OS(:::...,:0,:_::1><,::£_:8::0_:_"· ____ ....L _____ _J(l_
PRELIMINARY FOR CDP
PA2022-025
(E) BLDG ON "''""""""' LOT 7'-0":l
B?i,
9'-J'
(N) 1••
THREADED TIE-ROD TYP (TOTAL or 6)
VIA LIDO SOUD
~
fOR BULXHEAO ELEVATION
NEWPORT BAY l:
(E) BLDG ON THE ADJACENT LOT
ll----PROPERTY
LINE WALL
lY1'
CITI' OF NEWPORT REACH
C.:O)L\IU!'ilT\' Ut\1'LUPM~T DEPAMTMl;!'l,T I UULDll'il; UI\ ISIO;\"
UNDERGROUND SERVICE ALERT
_01 ...... ,.,,.,. __ ~--ei.--..----·-_______ ,..,_ °"----i ,'QQ'i
APPLY OCT AILS 1,/~:J} AT THE ENTIRE PERIMETER OF Nff [XCAVA lrM.T[RW. PILED UP AT THE PROJECT SITE IN COMPUA.NCE WfJH ITEM 9 UNDER "CRADINC NOTES" ON SHEET SW-O.
01/14/2022
~ w :;
~ > ~ z g g
t cl
I
~g er:"' ON er: a, l1J <( t-U z -l1J ::c (.)U
ii' .5 0 ID a.1;: ;: 0
" ci 1-----------------------------------------------------------------------------------------------------------------------------~---~--1 ( ~ SITE PLAN/BULKHEAD AND TIEBACKS LAYOUT
~~ ~~
(E) CONC PANELS
AT NOCHBORING PROPERTY
PROTECTED TYP l,---,,-T -;,--, I :{✓ I d' I
VD88•+1J.70'± MLLW -~-r--~r---~
'
/ I
I I I I I I
I I I I
I I
I I I I I I
I I L __ l ____ L ____ i
N 8UU<HEAD SEE SITE Pl.AN FOR LENGTH
/(N) CONC STEM WM.L
/(N) CONC COPING
~ ~ ~ ,~
,--------PROPERTY UN[ WALL TYP
I
I ______ T L _____ \
N) TIE-ROO/TIE-B.t.CK
ONN TYP \ ~
E) DREDGE UNE/MUOI.JNE \ \,
( N) J(TT(O-IN RUUNE PILES
flLLEO WITH COHC
________ \ T
T
~ VERIFY All ELEVATIONS.
~
Cl w 5 0 _J
Cl i1i
I ~ _J :::,
CD :::i _J
1
(/)
~ z
i z ~ 0
§ :i: w~ iJ ~ 0 ID oil g ~ z ~ i ~ a. ~~ Cl) 0
1-~~-+--1(.)
2 Nf5 ~0:: ' : ~ J 0 N g a. ... c.. LL ti-= ~a: >-~? ~ ~ 0 0:::
<(
i-------tz
~ SW-1 rr1
BULKHEAD/SEA w ALL ELEV A TION N.T.S. FF a:: ,__ _____________________________________________________________________________________________________ _. ___ _,_ _ _._ ____ ~a.
PRELIMINARY FOR CDP
PA2022-025
A B C
G H J
N p a
MEAN HIGHER HIGH WATER =+S.41' M.LLW.
MEAN HIGH WATER (TIDE) -+4.68' M,LLW.
TYPICAL SECTION
½• V REVEAL 0 MAX e·-o· o.c. ------.'-+_,--',
{N) 10" THICK CAST-IN-Pl.ACE: CONC
STEM/RETAINING WALL
,.
cu,
~• HORIZONTAL VRMAl.------1--F-"'i"-'~~
(N) CONC COPING -------l
T.O. FUTURE WALL ELEV-+1T.4Q'7f.(\.f)as--+lao'£ UU-W ----
~{tjl.filEM WALL ELEV'"" ____ _
+13.50' NAV088=+13:iiJ± MLLW
(N) 10• CONCRETE ---------j STEM WALL
(E) DREDGE
UNE/MUDUNE
/
f\JTURE CONC STEM WALL IF 0£EMEO NECESSARY TO ACCOMMODATE SEA LlVEL RISE .
(E) GRADE
CL OF CONN lYP
15• WIDE CONC COPING
W/EPOXY COATED (3)#6 EA FACE IN EPOXY COATED 14 a..ose:o TIES
0 12• 0.C.
(N) 6° THICK TRUUNE PILE ____ __,
SEAWALL PER PLAN, F'ILLED VtllH NA TUR AL SAND & CONC AS SHO'MII 1YP
(N) CORRUGATED PVC SHEATHING SHOP GROUTED FULL LENGTH WITH THE FOLLOWING GROUT MIX:
1 BAG (94 LBS.) TYPE Ill PORnAND CEMENT 4.5-5 GAL WATER
0.75 LBS. INTRUSION AID LS
roR (N) CONT
CONC DEAMAN
1YP SEE Ff
(N) TIE-BACk PER PLAN TYP
t--+---~
FOR 1YP (N) COUPLER, WHERE RECD, SEE
COUPLER PER ICC ESR-JJ67 SPECIAL INSPECTION IS RE:OUIRED
N.T.S. M
HEAT SHRINK SlEEVE CENTERED OVER CCMJPLER
GROUT SLEEVE r)
#4012" O.C. HORIZ
REINF EA FACE
(N) TRUUNE PILE SEAWAl.l
(' I DELETE GROUT Sl.£EVE ON FIELD CUT TENDONS
COUPLER INSTAU.ADON PROCEDURE" 1. APPLY CORROSION INHIBITING GREASE TO THE BARE ENOS Of THE BAAS AND TI-IE INSIDE Of THE COUPLER. 2. CONNECT THE TVIO BAR ENOS 'MTH THE COUPL£R, EACH END SHALL BE SCREWED INTO THE COUPL£R HALF THE LENGTH OF THE COUPLER. J. TORQUE BAR ENDS TOGETHER (200 FT, LBS).
4. ADD ANOTHER COAT OF GREAS£ TO BARE BAR AND COUPLER
AND YtRAP 'MTH TWO LAYERS OF DENSO TAPE.
5. CENTER HEAT SHRINK SLEEVE OVER COUPLER AND APPLY
HEAT UNTIL SLEEVE IS FUU. Y RECOVERED.
DCP COUPLER DETAIL
2 LAYERS OF MDlDABLE DENSO TAPE OVER BARE BAR AND COUPLER
~----SPACE BETWEEN COUPLER AND BAR TO BE COMPLETELY FILLED Y.UH CORROSION INHIBITING GREAS£
PREPARATION FOR F1ELD CUI BARS·
1. CUT CORROSION PROTECTION AND THREAD BAR WITH AN
ABRASIVE SAW (DO NOT USE A TORCH).
2. CAREFUU.Y REMOVE 6" (± ~•) CORRUGATED ANO CEMENT GROUT FROM THE ENO OF THE NEW CUT.
T
RAPID Str NON-
SHRINK GROUT TYP
SEAL AROUND HOLE BEFORE GROUTING
CORRUGATED PVC SHEATHING (SHOP GROUTED FUU.
LENGTH)
0\'\\10AG
THREADBAR
""'"""'"
~ ~ t
' i
~
0 UJ 5 0 ...J
0
i1i I ~ ...J :::::,
8
en i f--~o z w 0: CD :; C !!;l
f--Cl: "' en ~ c5 w > z -LU J: ~ (J (J
z 1;:tli 0 0"' en ~ Ii: ....I 0 LU 0 ~~ ci 0:: N LU ,oZ
1------------,-----,---t----------,-------,,-----+-----------.----.------,1------------.-----,--+-------------,------,--+---___:_:=.c..='-----.----,----I~
1-------------'----'---u~-----------~---'--v-+-----------~--~W-+--S_EC_T_IO_N_A_T_C_O_P_IN_G_&_S_TE_M_W_AL_L_,__"·'_·5·_,.__x---ll------------~---'--y-+-T-IE_-_BA_C_K_T_O_C_O_P_IN_G_C_O_N_N _ _,__"·_'·5_· __,__Z--1:j ~
i1i
i
c5 § :i
lRUUNE PILE 800 SERIES
W/(2)16 VERT REBAR CENTERED AT PILE It #4 HORIZ O 12~ O.C. EXTEND
VERT REBAR 20" INTO CONC COPING T'l'P U.N.O. sr 3
TViO RO~ OF SN/OBA.GS THREC BA.GS HIGH
TOE OF SLOPE PROTECTION DETAIL
~
THIS DETAIL SHALL APPLY AT THE ENTIRE PERIMETER Of ANY EXCAVATED
MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIANCE 'MTH ITEM 6 UNDER "EROSION CONTROL NOTES" ON SHEET S-0.
TYPICAL SECTION TYPICAL ELEVATION
SANDBAG VELOCITY REDUCER DETAIL
NOTE :
FOR INFORMATION NOT SHOYIN, S[E DETAJLEB-
(J) EPOXY COA TEO CONT f6 EA FACE
#4 EPOXY COATED TIE TYP
(2) EPOXY COATED f5 EA
WAY K 1'-6" LONG O EACH ANCHOR ROD
CORRUGATED PVC SHEATHING (SHOP
GROUTED FULL LENGTH)
ROD COUPLER
(OPTIONAL), SEE
ANCHOR PLATE 1WK9°K9°
W/ANCHOR NUT BEHIND (2) EPOXY COATED #5
VERT & HORIZ BARS
J"ClRALL
MOUHO TYP
1'-6"
11·
f4 EPOXY COA TEO TIES O 16" O.C. NOTE:
;;;;-;FORMATION NOT SHOV.W, S£E DETAILS® & EB.
en s: w z
&3 ~
0"' §1~ ~ ~ ~
> ;;= ~ a.. ~~ o 0
1--~--.--+--1 (.)
~ N t) 60::
----;i ~ 0~ 0
N g ~~ w~~ ~
~-...... (D ~ :,: .,... ~~ Q O U a::
<(
1-------iz
~
SW-2 ~
SECTION AT TRULINE PILE WALL 1½"•1·-0· BB TOE OF SLOPE PROTECTION N,T.S. cc VELOCITY REDUCER DETAIL N.T.S. DD DEADMEN ELEVATION N.T.S. EE SECTION AT DEADMEN N.T.S. FF 0:: '------------------------------~---~-~-----------~---~-...._ ___________ ~ ___ ....__...._ ___________ ~ ___ ...__...._ ___________ ___,_ ___ ...__......_ ____ ~a..
PRELIMINARY FOR CDP
PA2022-025
LEGEND ---BLOCK WALL TG TOP OF GLASS
AC ASPHALT PAVEMENT TMH TELEPHONE MANHOLE
BBQ BARBEQUE TS TOP OF STEP
BX BOTTOM OF DRIVEWAY 'X' TX TOP OF DRIVEWAY X
CATV CABLE TV BOX WM WATER METER
'i' CENTERLINE I I EXISTING ELEVATION
EG EDGE OF GUTTER • FOUND MONUMENT AS NOTED HEREON
EMH ELECTRICAL MANHOLE 0 SEARCHED, FOUND NOTHING; SET
EVT ELECTRICAL VAULT NOTHING
FF FINISHED FLOOR -0-T.BM TEMPORARY BENCHMARK
FFG FINISHED FLOOR GARAGE SET ON A CABLE TV BOX (CATV)
FL FLOVvUNE ELEVATION= 12.72 FEET
FS FINISHED SURFACE
GM GAS METER □-CONCRETE SURFACE
NG NATURAL GROUND .
sco SEV'YER CLEANOUT □-TB TOP OF BULKHEAD GRASS
TC TOP OF CURB
TD TOP OF DECK
AC PAVEJ.ENT
I ~
b~ ~6
(13
12
TITLE REPORT/EASEMENT NOTES
921 & 925 VIA LIDO SOLID
NEWPORT BEACH, CA 92663
(APN: 423-281-15 & 423-281-16)
NO TITLE REPORT PROVIDED
LEGAL DESCRIPTION
REAL PROPERTY SITUATED IN THE CITY OF NEVVPORT BEACH,
COUNTY OF ORANGE, STATE OF CALIFORNIA ANO IS
DESCRIBED AS FOLLO\IVS:
LOT 318AND LOT 319 IN TRACT NO. 907, IN THE CITY OF
NEWPORT BEACH, COUNTY OF ORANGE, STATE OF
CALIFORNIA AS PER MAP RECORDED IN BOOK 28, PAGES 25-36,
OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY
RECORDER OF SAID COUNTY.
-....11Q.30)
CHI!ff'.y'rop
EXISTING
BUILDING
'> i!.Lfil '> '> .~.
~ CHil#EY TOP
>(1~·¾h, ..
BENCHMARK INFORMATION
BENCHMARK NO: NB3-12-70
DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS
ALUMINUM BENCHMARK DISK STAMPED "NB3-12-70",
SET IN THE NORTH\o\lEST CORNER OF A 4 FT. BY
4.5 FT. CONCRETE CATCH BASIN. MONUMENT 1S
LOCATED IN THE SOUTHEAST CORNER OF THE
INTERSECTION OF VIA LIDO SCUD AND PIAZZA
GENOA, 19.3 FT. NORTHEAST OF THE CENTERLINE
OFVIA LIDO SOUDAND 4 FT. EASTERLY OF THE
SOUTHEAST BEGINNING OF CURB RETURN.
MONUMENT IS SET LEVEL IMTH THE SIDEWALK
ELEVATION: 11.852 FEET (NAVD88), YEAR LEVELED 2015
13.38 TB
(8.91)NG
GRAPHIC SCALE
~ LU ?
( IN FEET )
1 INCH = 8 FT.
'> '> •
) :
7 RTY
'> ; LlfoE
7 )
~s
➔ 7
BLU<IEAD
4.55' IEAN HIGH TIDE LlfoE; ~ PER LA NOAA TIDE STATION DATU!
/ PIPE
BASIS OF BEARINGS
THE BEARINGS SHO\NN HEREON ARE BASED ON A LINE BElv\lEEN T\/1/0 FOUND
MONUMENTS ON THE CENTERLINE'S OF VIA LIDO NORD AND VIA LIDO SOLID
HAVING A BEARING OF N67°04'10"E PER RECORD OF SURVEY NO. 83-1101,
R.S.8.104/42.
SURVEYOR'S NOTES
SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY
CORNERS OR OFFSETS BEFORE STARTING GRADING.
PLEASE CALL PAUL CRAFT@ 714-488-5006 TO SCHEDULE.
~ ~
VICINITY MAP
NO SCALE
~--
~ RAFT, P.l.S. 8516 LICENSE RENEWAL DATE 12/31m
1/12/2022
DATE
NOTE" SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE
STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A
LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE
PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING
DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION
REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE
CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,
EITHER EXPRESSED OR IMPLIED.
a..
<(
~
()
I a..
<( a:
C)
0 a..
0 I-
PA2022-025