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HomeMy WebLinkAboutAIC2022001 - Plans4(I �I : �"N � FEB 17 2022 CITY OF NEWPORT BEACH j/� n APPROVAL IN CONCEPT NO. OA. L 22-V a This project conforms to all applicable planning regulations and policies in effect on this date. These plans are not to be used for construction purposes. No building permit will be issued unfit approval is received from the PLANNING BY STRUCTURAL GENERAL NOTES $R"1 GENERAL REQUIREMENTS SAACKIII A COMPACTION NOTES WELDING .VMNVILTNINF IBI :w, T, NORMw ..AN A 3 : nLL...[<°�.[<wwnw w... [.wae:x[m°a. P[. wLL m..<:m. smw AN rmmxa . x<rvrc. T[Emw<E. .z=aa�c=x.. mxc x.ax "' ''w mx=ex°NN®xoT .. .°w [w m[._m.n"N,aNE mw�°.°� w...� Mm we PA.<..:<,� E., BBw.m.,.w<m, Bwwx°�, - �.w°wm.� w .B_'mm, "" a,�x,.�BN.,,E° aµ.a,�w „m=,ME_ n LLm< AN, AR, �AN T< w<w[LL A,-. , xN �x<�°�..awE[NLL.mwT PNN w.. w E PA . P w AA w° �w'0pe`w ar a VAN Y �New�.,LL.°P[.w P�. w ..--w.. w.m ... •<rmm_ ��.<,w aw:. w.....w.w.=w: ,m><rµ<xPn A_ e. mm'. AP,LLzun,n wx sn[. 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NOTES INORMAGELY MANSURNAGNINS AND THE I GAT A, ALIN INANG AMPARMANG MY HE ENT AN°x,A[nm �'�� ".^<�^E [w5OMMANTRUCTESS AN xuwucrn.'E°n[w.aw. ME n BY BY SWI zTH =gym ,HARE REPAGANT MCA A, MARGESEENNY A—. PAYAN TIN, THAN AN. MA Date: � L— I � 4 vbl� mks ASSIr'lot-A ZONE: �— SETBACKS: FRONT Lo' IIAV4' REAR 3 21 AN RIGHTSIDE � LEFT SIDE 3 f HEIGHT LIMIT: 2�2� DISCRETIONARY APPRO�AL�S: At(,wZdo l 7 `I o 0 f to a =1➢Wt_ i;L° `;L 11\1 G0tHi Gl_1.31 "EIAL..N fill YF,' NUT BEII R. r1L ,✓'E- ^(iR t'OMPLIANCE Nr 11 /'fli 13;JIGVING CODES OR PUBLIC' W0f?KS DEP,,l, NT REQUIRL' IENTS APPLICANT'S ACKNOWLEDGEMENT. (SIGNAT E) FEB 17 2022 ONANNEL PL e S mwm o �I I�ro�lx�xarcmro�l, xr co Aa o w bi o o Irmaxon wmE� III � I .. 9`R'6'w.. I'I I o c I I•,•,L � i i _,_ _ e/xoxx m II � IMu asmmxl m i I, I _.. — i r 1 rp tl L A - .-DE r w iidl w.ti� y rm nr X mm 2 I g I N mrs®^r NEWPORT SAY xo[. noswN [Dumas -o. I I 0 89 [ [,� ml � wul mm Pwo.al. IwE,rP i � Ix1 coxo sn w.w 1. 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R � .PUNT MOM ME mo OF EME RO OR '- m� �ru E: �Nm ME w OCP COUPLER DETAIL "'"' G TYPICAL SECTION w E. xa x: rAm .. "ix/ I.D.— CONFORM I NO Q W. Ixl anP I x-Iwiw a' { y iw/I)A 1. x RE TM E 0 2 �� 4 ° NT1' •A IE uou� ( rvass lu, a F $ f2Y ! 1 airiEiu<s "ira ^y� 7 l l _I l 1� ` WON 1 1 xw <xNwe °w MMus ,I=s<nw PROCUL EILAM. "�TZN 5°wl Nl lam mm1. RED E"O l„fTMgPEw.<'L TOP m SANDBAG VELOCITY REDUCER DETAIL ry/_1 (x)v°I.O 'x i� I AMEN, MENCENN F � N cwFOR 1x1.NOUN p) Fa a (p s.f aElp=oxc vxixo ON 1 -11 AND PUT NEE RAPID — EFFINc OR dw I. 1 MOIE'=ue auu xN U, MENORN_V RUN PBorc. F$[Qj� J VEL OCITY REDUCER DETAIL L _ I i"P.".0 I els �e m,1 I - li - NUEC 11.1 -m-1 — r �) .urt s¢ o fNE �pI M CORE GRILL DETAILS p MONE n,xa P.u.w —° �__ I. ME. I. 1a<°x<<° .. Z e z@ �WmWm ,r<P. N �I_ _Rwl-x __ 1) au lav'minrvs I MR. OCEMEN IE) <°xc w� FEN MPMAu o 2 a y �zu F IEI FIFx +PC ! KW YNI S a 19 wxc msilu —;••. ••II a zO. ml o[iuPS B.wm w TOE OF SLOPE PROTECTION DETAIL [" W . MU '<A'' "o"rz a°a"i IN io°I a TPPI ITEM N �O NOT M � owINo°EOxo C. FFT"1e. 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FUTURE TOV ELEV= +14+40' NAVD89=+14.60' MLLW — -� U —1 (N) GUARDRAIL, SEE U 1 T.O. IN STEM WALL ELEV= +109D NAVDB8 CK SIDE 0 M W 1 I 'EPS/RAMP ON DOCK SIDE CL OF CONN "o (E) DREDGE .. ml (E) JETTED -IN GONG PANELS I I I I I I I I I I I I I TYPICAL SECTION / R.I. PER PLAN ORAL PER. PLAN Tti_ (N) BLOC WALL, LEADING TO GONG SLAB & FTC - NOT ACTUAL UNDER SEPARATE FOR REF. PERMIT gDESIGN, ER CIVIL E) ES. SLOPE PER CIVI T.O. (N) SLAB ELEV=+9.08' MLLW AREA DRAIN i^ ---______ PER CML TYP ____ IN) #4x 1' 0" LG 0 18, O.C. ADHESIVE DOWELS L — _ _ 4" EMBED _ (N) TIE -BACK PER PLAN TYP FOR TYP COUPLER, WHERE RECD, SEE G FOR (N) CONT GONG DEARMAN TV SEE B INSTALL (N) FILTER CLOTH AT PANEL JOINTS PER CORRUGATED PVC SHEATHING _ NOTES ON SHEET S-0 OR SHOP GROUTED FULL LENGTH SEAL PANEL JOINTS AT WITH lHE FOLLOWING GROUT MIX: BAYWARO FACE OF PANELS I BAG (94 LES.) TYPE III ' TO AVOID SOIL MIGRATION PORTLAND CEMENT 4.5-5 GAL WATER 0.95 LBS. INTRUSION AID LS CHANNEL SEAWALL SKETCH (SVDG 01104122) N.T.S.