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HomeMy WebLinkAboutSW23005333LEGEND EXISTING LOT LINE PROPOSED WATER LINE EXISTING WATER LINE SIDE SEWER LINE EXISTING SEWER LINE PROPOSED FOOTING DRAIN EXISTING WATER METER BOX 6'X4' DRYWELL TOP ELE.=379.0 BOTT. ELE= ----------- -w-w-w-w-w- w--w--w s--s­ s--s s- EB 6'X4' DRYWELL ----/ ----- PERMEABLE PAVEMENT SEE. CCR.STD. PLAN 261.10 // - - '-....S89"50'06"W 73.93' r-�----------��------------/ '-a-<9o........... YARD DRAIN. SOLID LID RIM=381.20 IE (E)=378.60 IE (N)=378.20 (W)=378.20 ' ' '' ' -._ RESERVED FOR FUTURE ADU ' " ' ' ' ' ' ' '.,__-� '-------CLEAN OUT �������---r' SEE CCR STD. PL. 226.0 , 0 ' ' 5 0 10 1"=10' 2 DECK 381.0' (El ..... .....-- 2·xs· INFILTRATION TRENCH 20 FOR FOOTING DRAIN TOP ELE.=378.0 BOTT. ELE.=376.0 ----- 1 NO. \ \ . \, 10' • \I l w � -• --w ->-1+--7�•-� 7' -�----• • • I 1a· 383. (E) 383.0' (E) l_ __II\III I I \ I \ \ I I I I I I I =,: ;,. LO ·en0 0 z ·,,, OCl cxi REVISION X < > ' in s •" BEND AS REQUIRED (NO GREATER THAN 45· BENO) EVERY 2ND CHANGE IN DIRECTION OR GRADE 'MLt REQUIRE A CLEANOUT WY[ (SEE NOTE 11) HOUSE w r �I 4" CLEANOUT WYE WITH 45 BEND AND PLUG (SEE NOTE 11) 0 r HOUSE ii � ----, �-�-.-.. -S_U_R_FA_,CE I, ��0 z " � MAIN TO .J' MIN MAIN SELM;;R LINE ! �ANOIJT ot" WYE Wln-t CLEANOUT IF THE BUILDING S[Y,(R SE:Rv£S ANY Fl:XruRE HAVING fLDOD LE\1£L RIMS LOCATED BELOW THE ELEVATION or THE NEXT UPSTREAM MANHOLE COV(R OF' THE PUBLIC SEWER S'f'STEM. A 8ACKF1.0W PREVENTION DEVICE SUCH AS a..EAN CH[Cl( £)(T£NDA3LE BACKWATER VALVE OR Af'PRO\'ED EQUAL SHALL BE INSTALLED •·· FLEXIBLE CQUPUNC {FERNCO OR EQUAL) SURFACE CLEANOUT 4••x 4"x4" WYE 4" PIPINC BUILDINC DRAIN FOR LOW ELEVATION HOUSE ROW LINE RO 'N. LJ�E TO CLEANOUT 5 FEET MAX. BUILDING DRAIN I \ •, �·� -· 0 • C � ' .x.m 'm•, �� jj :::Ex'► nm ••"oa z 2 ,m m � o�� \l� ►m► mn ·� z 00 �g cc �� " ~, PLAN BUILDING SEWER INSTALLATION CALL 811 BEFORE YOU DIG or go to www collbeforeyoud1g org •, � � ' m ALL 90 T\.IRNS SHALL BE ACCOMPLISHED BY M[ANS Of' A WYE WITH CLEANOUT ANO 45 BENO TWO 45· BENDS Sl1ALL NOT BE ACCEPTABLE (SEE NOTE \1) J-0" IJIN 4" Se'.wE.R PIPE {TYPICAL) 4" TEST TEE WITH PLUG FACE UP (HPICAL) -- --6"x 4" REDUCER (TYPICAL) NOTES HOUSE 4" SEWER PIPE. SEE NOTES 2 ANO J MINIMUM UNE SIZE FOR OTHER THAN SINGLE FAMILY' IS 6" ROW LINE 1 PRIOR TO INSTALLATION Of A SANITARY SE-.rR CONNECTION, A SIOE-SOYER PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2 FOR INSPECTION OF SIOE SEWER, CALL 21 HOURS IN ADVANCE THE INSPECTION PHONE NUMBER 1$ 0N THE SIDE SEWER PERMIT SITE MUST B( READY FOR INSPECTION ANO A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME 00 NOT BACKFILL THE OtTC� UNTIL APPROVAL IS GIVEN 8'1' THE INSPECTOR 3 SIDE SEWER PIP£ AND FITTINGS SHALL BE PVC SOR 35 'MTH RUBBER CASKET JOINTS UNLESS OTHER'MSE: APPROVED BY THE PUBLIC WORKS DEPARTMENT 4 A MINIMUM GRADE Of 2'-(1/4" PER FOOT) MUST BE MAINTAINED WITH A 4" PIPE IN THE EV'(NT A 2,.. GRADE CANNOT BE MAINTAINED WITH THE APPROVAL Of THE f'UBLIC WORKS INSPECTOR. THE CONTRACTOR I.IAY INSTALL A 6" OIAMET£R SlOE SE:WER AT NO LESS THM 1%. 5 INSTALL SIDE SEW[R 'f,llli 2' MINIMUM COVER Hf' COVER JS ALLOWED AT THE HOUSE If OUTLET IS SHALLOW 6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAI/[ BEOOING IN ACCORDANCE Wini STANDARD PLAN 405 7 WHENEVER FEASIBLE. THERE SHALL BE A MINIMUM 5 FOOT HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL OfHER UTIUTIES B SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE TEST TEE AND INSTALLING A 4-F00T RISER PIPE ON THE CLEANOUT AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH WATER TO THE TCP OF THE RISER PIPE NO LOSS or WATER SHALL OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE CONNECT£0 TO THE 8UILOING FOLLOWING THE 'SUCCESSFUL COMPLETION Of lltE LEAK TEST 9 fl.IE CLEANOUT AT THE RIGHT-Of-WAY SHALL -SE INSTALLED PER STANDARD PLAN 405 1 THE CLEANOUT AT THE BUILDING SHALL BE INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE INSTALLED TO WITHIN 12" OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE: OWNER SHALL BE RESPONSIBLE: F'OR ITS INSTALLATION PER STANDARD PLAN 406 1 ALL WORK WlfHIN STREET RIGHT-OF-WAY SHALL SE DONE 8Y A LICENSED ANO BONDED CONTRACTOR 11 ALL mENCH RESlORA TION FOR SIDE SEwERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORI.I TO STANDARD PLAN 110 OR 110 2 12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE 'MTH THE WASHINGTON INDUSTRIAL SAFE TI ANO HEAL TH ACT {'NISHA) PUBLIC WORKS DEPARTMENT TYPICAL BUILDING SEWER FROM PROPERTY LINE TO BUILDING CONNECTION STD. PLAN • 406.2APP�nff- Martin Pastuc1UV26/202IIBMll1FD98B449D ,_v,o,b-lnblrOl:,r DATE NOTE: MINIMUM 2' COVER IS REQUIRED FOR PVC PIPE. STORM AND SEWER NOTES (D 6" FOOTING DRAIN MIN 1.0% GRADE (ASTM D-3034 SDR35 PVC) ® 6" ROOF DRAIN MIN 2.0% GRADE (ASTM D-3034 SDR35 PVC) (!) 6" STORM DRAIN MIN 2.0% GRADE (ASTM D-3034 SDR35 PVC) © 6" SIDE SEWER MIN. 2% GRADE (ASTM D-3034 SDR35 PVC) SURVEYED: SCALE: DESIGNED; DRAYJN: ONE INCH VERTICAL: NAVO 1988 HORIZONTA L: NAO 1983/1991 //. / ROOF DOWNSPOUT FLOW � ROOF D0\/v'NSPOUT OVERFLOW SPLASH BLOCK 2% SL0�% MIN.) 12" MIN SUMP i----5' MIN SETBACK FROM t I BUILDING -I MIN.12" X 12" CATCH BASIN (YARD DRAIN) PLAN CATCH BASIN ,:YARD DRAIN) SIDES AND TOP OF ROCK LINED WITH NON-WOVEN GEOTEXTILE FOR SEPARATION PER WSDOT 9-33.2(1) NOTES; 1 DRYWELLS MUST BE SET BACK AT LEAST 15 FEET FROM BUILDINGS WITH CRAWL SPACE OR BASEMENT ELEVATIONS THAT ARE BELOW THE OVERFLOW POINT OF THE DRYWELL. GENERAL NOTES; SECTION 0 DRYWELL � r 48" MIN. DIA 4" CAPPED PVC OR GRATE INLET AT SURFACE FOR OBSERVATION MIN. 50 GALLON PLASTIC OR CONCRETE DRYWELL " \ 12" MIN TOPSOIL i4"-1112"WASHED RAIN ROCK OR GRAVEL BACKFILL FO.� � DRYWELLS PER WSDOT STD. SPECIFICATION N. f� SECTION 9-03.12(5). 1/-" ',f 12" MIN. ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULICALLY RESTRICTIVE LAYER WHEN LOCATED IN COARSE SANDS AND COBBLES. ORYWELLS MUST CONTAIN A VOLUME OF GRAVEL EQUAL TO OR GREATER THAN 60 CUBIC FEET PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, DRYWELLS MUST CONTAIN AT LEAST 90 CUBIC FEET OF GRAVEL PER 1,000 SQUARE FEET OF IMPERVIOUS :C::URFACE SERVED. 2. SPACING BEMEEN DRYWELLS SHALL BE A MINIMUM OF 10 FEET. 3 REGULAR MAINTENANCE INCLUDING CATCH BASIN (YARD DRAIN) CLEANING {EVERY 6 MONTHS MINIMUM) IS ESSENTIAL TO THE LONG-TERM FUNCTIONING OF DRYWi::LLS. 4. CONNECT INLET PIPE TO CONCRETE DRYWELL USING PRECAST HOLE OR CORE DRILLED HOLE. 5 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS lJNL=ss llTHFRWISF NOTFI), f)RAWING IS NOTTO.SCALF (Nr<i) CITY OF RENTON PUBLIC WORKS DEPARTMENT DRYWELL PLAN AND SECTION STD. PLAN • 263.00 .e y: artin Pastucha 8113120 0 DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS LE 3421 3421 NE RESIDENCE 7TH ST DATE: FIELD800K: PAGE: DRAW�G NO: CHECKED; AT FULL SCALE IF NOT ONE IN CH SCALE ACCORDINGLY Planning/Building/Public Works Dept.RENTON, WA 98056 C-3.01 BY DATE APPR APPROVE□,SHEET: 3 OF: 6 N > --0 N 0 0 M N m