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HomeMy WebLinkAboutR-403209�w V 0 rr LU J W U) 2 U O LU LU 2 Ii OF CURS - a for. ,7R VIR r7L ' TDP Ct Itr 17 K ROAfYYYAY r e , CEMENT CONCRETE TRAFFIC CURB AND GUTTER FAU OF ADJACM CUM i ,.rRAW WITH OWrr= • - PVRAr Rim►EMiwei 112 ill TOP OF 1w R ROADWAY a To r DEPRESSED CURB SECTION AT,1"WAex RA i it fr C*%11i CONCRETE 17 R i, R SIDE *AL K RAW VAR&S OR LA11404UG FROM } 6-TOQ ir I L !" PRPMOLDEID CEMENT CONCRETE PEDESTRIAN CURB AT SIOEWkX AAMpS AND LAMp M FACE OF AOAaCEMT CURT y e 1a•' 3EE DEPRESSD CLAD CBTAI TNIO Si T 124 TOP air 1 1- r•7 Nq. ROdONAY i y c r DEPRESSED CURB SECTION AT RESIOFN1r*&0RIykll rS0rISr 1i COAWE1aCLAL DR A111 WAYS WE SM 11 11 1042 FXX OF Ci 1 FACE OF ADAACSNT Clomp . ♦' * '.�• " ' GUTTER SUIRFACE _ �- AL F'PEA�D® Xxw FL1.1R E FULL-011i EXPANSION JOINT i ur_y a TrF r 1 � TOP OF NOIIOseA,Y 1 i IT CEMENT CONCRETE TRAFFIC CURB DEPRESSED CU" DETAIL AT RESIDENTIAL OR OOMWRWC4AL 1DF VEYWAYS AND ALLEYS GENERAL "OWES: •JM 911111011111111 pLFIr IN ini IM T Icy Orb Nor v LIPw P P"q ia11 A I,Uil.al, Win 11Amiliff"depiw ' I+i-)PlINO"$M + 3 For CIrVw/Ed UNSW* a&EMY Cob i [li dW SWUL 8" SRL dwd PWr 104 2 M. PLAN - 101 DEPARTMENTPA 4�..' NU DEPARTMENT i:9MIMT CONCRETE CUR" el � EKT rT oIFCiIED AREA nF r A / 1 A 1 1 GOVEA P'EA STD i4M L J f (SEE 00TE 9) SEAL WITH AR 4000 OR APP€rOVEO EQUAL AND C&V SAND AFTER PLAN PATCHING N TS OOTSDE N&IJETLP OF (SEE Mi 9) p.DjjSTaiEkT RING AND x SEE NOTE 2 BOTTOM CF FRAIL WORTAR JOINT(S) (3/1 MIN-7 MAX.) ADJUSTMENT "r, (i" FAIN.]. SE' SEE NOTE 3 Ali SPECIAL PROMS,ON NOTE 6 SECTION A - A I RIE11i PAVEIii AND BA -SE MATERIALS FOR A OISTMCE S. COWTRUCT101y AND AI 7Wh{r s iALl BE PERFCFIAIED WMiGYi 19 EQUAL TO THE I MIETER OF THE FRAME PLUS ONE 01K-y BY A JDUaAEyMAN MAC FOOT RII4I ADJUST CASTING FRAASE TO PAVEMENT SURFACE LASING RISER R04GSX40 MORTAR B AIDJUSTMENT OF TW FRAaE TO GRADE SHi BE ACCOMPI I Si 0 WftH ADJUSTME NI RING$ AND MORTAR 0ii 2 REPLACE EXCAVATED tiMATlRiAL WITH A MIMOUM OF C• OF TIE LI14£ or SH MS 13 PRXXGG1lp. HIMA CA -ASS r PG 64-22 (OR TO A DEPTH THAr 0 7 NGELOWry THE BOTTOM OF THE LIPPER ADAL)STMEN1 Rr1O VMK:#£VER 1. FRAME SHALL BE AOJUSI1 TO PAVaMWT OtALE Br 13 GREATER) OR AS APPROVED BY THE E:NGNETR- TAPPING UNTR PRAMS IS FLUSH yyTTH pAVEiENT A$ DFTERMINE0 W TtH A 9TRA1[IM I Etii OF SUFFICIEM LENT 3 AaM7MFNT 11i AND F*A * SMALL BE FULLY BEDDED IN MORTAR. MORTAR $"A0. BE ASTIR C270 FOR TYPE S. 6 ALL MCRTAR JCWTS SHALL BE TRIMMED FLUISH AND REMAm VLSIBLE LJPOPJ COUPLETI IN 4. MORTAR SHII4LL BE MIDI A iia APPLIED PER MAMIF06CTUFEN30PB:CTIOMS 9 X=1'•0-MIN TO2•4 MA}{ .PER ENGINEER'SLr8TRUC`ION ffD. PIAN - 106 PUBUG KOl TYPICAL CONSTRUCTION ,•F'; b9:PM MEi r AND ADJUSTMENT OF MANHOLE RISERS L- SEE NOTE 2 3 8•R X 5f6-0 DUMMY )CL47 �- mi 11-2 1'-0' i r r� 3/11' PREMOLDEC Ji FILLER (TYP) CE11i CGVCREIE CLR3 x1qJ GUTT" FACE OF CEN EALI E OF CURS I_S FRAYE L ORATE I � , a• 1 I /Z' F. GENERAL NOT"S: FRA7.Ee AND GRA 7, E - NQi lrfC.LCED IN C U 4B Ar D OJTTSi i FT W TOP OF •F AaJUb•TNFYTSECTION - NOT INGA:7ED . •, - �QiC.L"R8A71D,iUT"iiiBIDTTFM a ' - CATCH RM N - NOT P101"JIDiO - tNarRSAr.�DJr•,an,nDrTTrM u - /• - The Intent flf this design is to I'salita'.e the removal of a catch basin with mlWmal di3turbance of the curb. ?. The expanslon joints of the adjuvi bildtrwalk shall be adjusted to be In[IrJ;e a.. - . e Dints. vAth thew �' I I xlpanstoi, 1 IsOtAEKIC MEW CEMENT CONCRETE CURB SM. 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PUN - 104 Pu " 1) r R-403209 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILTS pacific Emr. 11.1.E_71yin- �� w SURD: SCALE,NOTED WERT,CAL NAw'3/1 CHRISTELLE RIDGE �� ' z DESIGNED: HORIZONTAL• HAD 1983/1991 ; • CITY 0 F SOUND B L D G &DEVELOPMENT L LC FTC -20 s rt Des! s 1i1 r _ DRAWN: J. HOPPER -o P. PATEL R E N TO N 21222 132ND AVE SE PAGE. ONE INCH DATUM DRAWING N0• , 1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 7/31 /18 JH CHECKED: r Civil Fngir�e��ir�J s..- F`s G J. HOPPER AT FULL F NOT 0 SCALE Planning/Building/Public Works Dept. KENT, WA 98042 Qg �€ Planning Can mnt�wi-_tz. ` IL E� NO. REVISION BY DATE APPR APPROVED: SICALE ACCORDINGLY SHE, OF, 1o114YL1 J. HOPPER STORM DETAILS 09 24