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HomeMy WebLinkAboutWWP2703220.2< a o N � o I � CJO cN I Cn 4 999W C- oz .� O v > •— 4-jm Cn W N Q) c o X 4= o LiJ v� C/-) 0 W v v CD I- �� U U v J +� n � � N Y rII 8a 3 (�, ry d d Q W Q d 1 1` Y' {�. Z O r �Ilt t cc o Z SE 1/4, SW 1/47 5 SEC., T23.N., R. 5 E., W.M. Connection Detail NITS GPK GASKETED TRANSITION COUPLING CONC X PVC MANHOLE ADAPTER (ROMAC OR APPROVED EQUAL) -,,,-EX 8' CONCRETE PIPE 8' PVC STUB AS NEEDED _ MAINTAIN TO CONNECT TO SSMH #1 EX SLOPE BUILDING FOOTPRINT . MIN FFE 41.0 MIN FFE, ` 6.0 P,344,500 STA 14+19, 30' LT IE CONNECTION::45.66 f IE P/L 45 A . Shoulder Restoration Detail NTS Z w M w q a_ 4' TOPSOIL TYPE B Lc-:) 4' WIDE SHOULDER MATCH EX GRADE (TYP) OR MATCH EX GRAVEL 0 w loop 4' COMPACTED DEPTHJ FN CRUSHED SURFACING BASE COURSE AND RESTORATION ACCORDANCE WITH TRENCH RESTORATION OF RENTON PER COR STANDARDSL SPECIFICATIONS FOR THE 1996 STANDARD SEWER PIPE (TYP) SPECIFICATIONS. SEE PROFILE FOR EXACT DEPTHS0 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAP REQUIREMENTS STA 15+82, 30' LT IE CONNECTION 37.64 I P 7.& STA 14+84, 26.6 : _T 6' SIDE SEWER STUB SHALLOW MANHOLE COLLAR TYPE B TO PROPERTY LINE PER COR STD PAN BR37 PER COR STD PLAN BR37 SEE DETAIL OWSHEET SS-3 SEE DETAIL ON SHEET.SS MIN 2.0% (TYP) 456 LF 8' PVC w _..m..... 14+00 +50 o - 13+50 - _- -- - - -- I - - +0 13+00 r ta ......._ _ _... W._...... W.... _ m. STA 14+31, 23.8' LT PER COR STD PLAN BW18B SEE DETAIL ON SHEET SS-3 W/ 2'x2'x1' CONC PAD EX STREET LIGHT SIDE SEWER TEE CONNECTION (TYP) _T FLEXIBLE PAVEMENT PATCH PER COR STD PLAN HR-23 SEE DETAIL ON SHEET SS-3 SHOULDER RESTORATION SEF DETAIL ,ABOVE LPDENGINEERING, PLLC 7936 SEWARD PARK AVENUE S. SEATTLE, WASHINGTON 98118 PH: 206.725.1211 FAX: 206.725.1211 Legend w EX CONTOUR (INDEX) EX CONTOUR — — PROPERTY LINE J.p J of \NAS1 � YV� 30756 EXPIRES 5/16/2006 20 0 10 20 40 Scale 1"=20' 4' CLEANOUT SIDE SEWER SEWER MAIN SEWER MANHOLE FLOW DIRECTION ALL SEWER MANHOLES IN NONE PAVED AREAS SHALL HAVE 1 FOOT MIN PER COR STD PLAN BR37 EX STREET LIGHT CLEARANCE CONCRETE SQUARE COLLAR SEE DETAILON SHEET SS-3 +. _ .._..._.. S&Y+1 54 Manhole S STA 17+67, 22.6 LT r TYPE SHALLOW MANHOLE COLLAR B ._... PER CDR STD PLAN BR37 r: w SIDE SEWER TEE CONNECTION (TYP) STA 16+32, 19.4' `LT SHALLOW MANHOLE COLLAR TYPE B C900 PIPE SHALL BE USED WHERE HORIZONTAL SEPARATION TO WATER LINE IS LESS THAN 10 FEET AND VERTICAL SEPARATION IS LESS THAN 18 INCHES �:.CONTRACTOR TO EXPOSE SEE DETAIL ON SHEET CONNECT PIPE SS AND VERIFY ELEVATION, SLOPE CO 0 EX T T AND LOCATION OF EXISTING F STUB PRIOR TO CONSTRUCTION � U, -- GUM, rei--.,-..�.,� '� FOP A!9 V 11 di t'` AAA wAM%k AOw : DALE E, DA k S, P. L.. S. /9635 ' ''- � �'^ 'E; � 1.) 1-r � f Ie1Q VCr1�K Jri.rvr.-..��• L.S.# � A) LF- P, eL"t4s in LinearAee� '14U �! measured 'rem eehter to Qenter o f Structwres' Kennydale Cafe Sewer Extension SADLER/BARNARD and ASSOC., Inc. 1322 Lake Washington Blvd 12714 VALLEY AVENUE E., SURE "B" SUMNER, WASHINGTON 9g,38p �' T.•� (253) 826-8435 (Sea) ; ,_1599 _ �r Sanitary Sewer Extension ANUILT Pan and Profile �r�►w�-1'-i12 d • C cked for Compliance to City Standards /,-zs101 • ��� (,r�i�rAl L �h SCANNED OCT 2 7 2006 �a s-3z�oo6 01-25-05 F ELDBOM PAW- SS-2 SHM7.. 2 OF.4 SCANNED APR 2 2 "'' `