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Home My WebLink AboutS-3587080 CO 0 o <00 0 n :2 ry ia_o > � F__ z Cf) LLJ =wry n 0 I ,q,e rn a I NE 7th PLAC $EWER- R7 P , PER 1, CN N #S-3522 'A I PORTION WHITE AND STENCIL ON FRONT SIDE i0 O 1.4 i IM SSMH 0 Lf) RIM=5 .07 I IE=51 OUT� IE=51 IN) �� l 04 �_l z 0 EXTENDED TO THE TOP OF THE STUD. UM lixiCI4 tx-i z qn En 'Elk b+00 U -36-+rjo- I z 15 41tZ p 0 CO 0 o <00 0 n :2 ry ia_o > � F__ z Cf) LLJ =wry n 0 '0- I ,q,e PROPERTY LINE a I NE 7th PLAC $EWER- R7 P , PER 1, E� N #S-3522 'A I PORTION WHITE AND STENCIL ON FRONT SIDE i0 O 1.4 i IM SSMH 0 C-4 RIM=5 .07 I IE=51 OUT� IE=51 IN) �� l PER -BUILTiw,."\,, EXTENDED TO THE TOP OF THE STUD. UM lixiCI4 tx-i "na qn En 'Elk b+00 U -36-+rjo- I z 15 41tZ p -TEE WITH 6" SIDE OUTLET ;aota fw M 6"x6"xV' WYE WITH A SURFACE CONTRACTOR TO VERIFY Nib 7th PLACE INVERT ELEVATION PRIOR TO CLEANOLIT WITH CAST IRON RING CONSTRUCTION, NOTIFY ENGINEER + All OF ANY DISCREPANCIES. C-4 AS-BUILT #S-3522 a- 0 EX. C.O. SSMH#2, 54" SHALLOW RIM=518.85 a 6 L IE=511.73, 8" K TA. 33+95 5.0 RT. STA. 21+66.0, 71T. SSMH#l, 48'- RIM=518.82 RIM=519.6 IE=511.76, 8::(OUT) IE=511.86, 8 (IN) - 60" ALLOWABLE MAX. 20LF, 8" SS @S=0.50% STA. 21+45.87 71T. RIM;154 IRON LID RIM=519.4 IE=512.47, 8" (IN) IE=511.96, 8"(OUT) 0 +1 IE= 8 OUT) �N H 48 15 J il� RIM=527.26. '0- I ,q,e PROPERTY LINE a I NE 7th PLAC $EWER- R7 P , PER 1, E� N #S-3522 'A I PORTION WHITE AND STENCIL ON FRONT SIDE i0 O 1.4 i IM SSMH 0 C-4 RIM=5 .07 I IE=51 OUT� IE=51 IN) �� l PER -BUILTiw,."\,, EXTENDED TO THE TOP OF THE STUD. UM lixiCI4 tx-i "na qn En 'Elk b+00 U -36-+rjo- I z 15 41tZ p -TEE WITH 6" SIDE OUTLET ;aota fw M 6"x6"xV' WYE WITH A SURFACE CONTRACTOR TO VERIFY Nib 7th PLACE INVERT ELEVATION PRIOR TO CLEANOLIT WITH CAST IRON RING CONSTRUCTION, NOTIFY ENGINEER + All OF ANY DISCREPANCIES. C-4 AS-BUILT #S-3522 a- 0 EX. C.O. SSMH#2, 54" SHALLOW RIM=518.85 a 6 L IE=511.73, 8" K TA. 33+95 5.0 RT. STA. 21+66.0, 71T. SSMH#l, 48'- RIM=518.82 RIM=519.6 IE=511.76, 8::(OUT) IE=511.86, 8 (IN) - 60" ALLOWABLE MAX. 20LF, 8" SS @S=0.50% STA. 21+45.87 71T. RIM;154 IRON LID RIM=519.4 IE=512.47, 8" (IN) IE=511.96, 8"(OUT) 0 +1 1:3:5 MIX CONCRETE BLOCKING A. 23+17.11 (NILE AVE A. 17+41.67 (NE 7th F 21+71.09 (NILE AVE NE 30+00 (NE 7th PLACE) I STA. 0+00 (NILE AVE N K, 0 vo \_ v, T I cn 0 11 + DTI N STA. 31+54.58, �,�Ln Cb + � 6RT. -0 2 H73-4 HALELOW 8 5 1 T) c� M; 1-2,77 8 U ail 8 7 4f P5 28 (IN) C/) i7kiiEw EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1-800-424-5555 IE=523.83, 8"(OUT) IE=523x93j" (IN) ,INT'X PL/PASCO PLACE NE 17 STA. 0+14.41 (PASCO PLACE NE)' Q1 twl -M 5 vo 04 7 \,O 9-9 5 sv C� FF Val v •;�W. + Ul 1 L4 2+12, 6"Ss 1 0 1 -�WZ VLJ lll�l 'V� I I i PROPERTY LINE a I 44 Z C*.41 o I E� J % PORTION WHITE AND STENCIL ON FRONT SIDE C 0 Wz �°a.< o MIN. WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. x 'N V) > AND #6 WIRE WRAPPED AROUND THE STUD AND 6" BUILDING SEWER PIPE EXTENDED TO THE TOP OF THE STUD. S44�-orx _z;rTCF-,B -UT=- Cr _t_ b+00 U -36-+rjo- 5OLF, 8"SS as=0.501il BUILDING SEWER -TEE WITH 6" SIDE OUTLET Z4TLF, 8S$ fw M 6"x6"xV' WYE WITH A SURFACE Nib 7th PLACE Lu U) CLEANOLIT WITH CAST IRON RING STA. 30+95.21, 4.7'RT. < AND COVER (SEE DETAIL DWG. 403.1) 6" SIDE SEWER AND BUILDING SEWER a- 0 Lu SSMH#2, 54" SHALLOW X a- TA. 33+95 5.0 RT. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST RIM=518.82 IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS SSMH 4, 48 WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. - 60" ALLOWABLE MAX. IE=512.37, 8"( OUT ) VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl RIM;154 STA 3�±36, �,5.0'RT• PIPE SEWER MAINS ARE TO BE CORE DRILLED IE=512.47, 8" (IN) IE= 8 OUT) �N H 48 15 J IE=514.18, 8" RIM=527.26. RE I �- 6" SIDE OUTLET TEE �-SEWER MAIN SEWER MAIN z 0 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. In IN STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY I=) ADOPTED crry or FAINTON SrANDAND PLANS Lffr DATZ:12/96 DWG. NAME: BR39 SP PAGE:B078 111=520.25, IE=920.42, NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (S) NOTE: INSTALL SIDE SEWERS PER DETAIL LEFT, PVC PIPE, MINIMUM 2% SLOPE (TYP.) CONTRACTOR TO VERIFY -- -, \ INVERT ELEVATION PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES. A 5 .5 0+8 6\ vo 0\N FF 0+13 " 6 24.00"S PER AS-BUILT 2 l PLACE STA. 37 +86.5 ( PLACE) STA. 1+69.45j(F`Atto PLACE, 11 �1541 J= 0 A:. 4, 0+24 6" .7 �525.0 S 162�1. STA. 3 +14.0 6.4'RT. "'6- SS H 6, 48 RIM=530.78 IE=522.30, 8(OUT) IE=522.40, 8 (IN) R\6 C' �4 j 0 1 -1 u- 0 UJ CD z Z o co Z UJ LU co Lu U) 0 L) w z w 3: a. 0 Z, _1� W m CN O C-4 Z NW w V) PROPERTY LINE a O 44 Z C*.41 o 2"x 4" STUD SERVICE MARKER PAINT UPPER E� Q PORTION WHITE AND STENCIL ON FRONT SIDE C 0 Wz �°a.< o MIN. WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. x o V) > AND #6 WIRE WRAPPED AROUND THE STUD AND 6" BUILDING SEWER PIPE EXTENDED TO THE TOP OF THE STUD. io FUTURE 0 0 IN-'X PASCO PLACE NE./NE 6th STREET BUILDING SEWER -TEE WITH 6" SIDE OUTLET fw M 6"x6"xV' WYE WITH A SURFACE Lu U) CLEANOLIT WITH CAST IRON RING < AND COVER (SEE DETAIL DWG. 403.1) 6" SIDE SEWER AND BUILDING SEWER a- 0 Lu X a- X 0 UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. - 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. RE I �- 6" SIDE OUTLET TEE �-SEWER MAIN SEWER MAIN z 0 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. In IN STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY I=) ADOPTED crry or FAINTON SrANDAND PLANS Lffr DATZ:12/96 DWG. NAME: BR39 SP PAGE:B078 111=520.25, IE=920.42, NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (S) NOTE: INSTALL SIDE SEWERS PER DETAIL LEFT, PVC PIPE, MINIMUM 2% SLOPE (TYP.) CONTRACTOR TO VERIFY -- -, \ INVERT ELEVATION PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY DISCREPANCIES. A 5 .5 0+8 6\ vo 0\N FF 0+13 " 6 24.00"S PER AS-BUILT 2 l PLACE STA. 37 +86.5 ( PLACE) STA. 1+69.45j(F`Atto PLACE, 11 �1541 J= 0 A:. 4, 0+24 6" .7 �525.0 S 162�1. STA. 3 +14.0 6.4'RT. "'6- SS H 6, 48 RIM=530.78 IE=522.30, 8(OUT) IE=522.40, 8 (IN) R\6 C' �4 j 0 1 -1 u- 0 UJ CD z Z o co Z UJ LU co Lu U) 0 L) w z w 3: a. 0 Z, _1� W m CN O C-4 Z NW w V) a O 44 Z C*.41 o Uj E� Q C 0 Wz �°a.< o o x wM V) > 0 z z 0 U) LU 0 w cn INT'X PL/PASCO PLACE NE STA. 3+33.72 (PASCO iPLACE NE) 1; 20 i 9 C 0 x + V) 14X 0 0 IN-'X PASCO PLACE NE./NE 6th STREET w STA. 10+00 (PASCO PLACE NE) 0 k 00. 0 o (77� uq