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HomeMy WebLinkAboutS-33600677t 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W O PROPERTY LINE 3' -01, Mitt -s -Q FUTURE 0 6" BUILDING SEWER PIPE z co OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 829 w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER D 04 TEE WITH 6" SIDE OUTLET _j PORTION WHITE ANS STENCIL ON SIDE cr_ r WpRDING - SEWER- WITH 3" HIGH BLACK LETTERS. a °z L AND #6 WIRE WRAPPED AROUND THE STUD AND O m o w OL EXTENDED TO THE TOP OF THE STUD. CJ X V STORTZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 18 TO 20` In m 16 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE OR 72" BEHIND BOCK Of SIDEWALK THAT 1S ADJACENT TO CURB _QL °yea° En En UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST Ld II. � ®� N O WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 0 6Q" ALLOWABLE MAX, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH. � RAISED PAVEMENT MARKER TYPE 88 AS FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2' STIMSONITE TWO -WAY BLUE. FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE, -PIECE CIO No o ©�Cj 113 :5 MIX CONCRETE T°s ' �I" W U •� % P�{Si101 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W O PROPERTY LINE 3' -01, Mitt -s -Q FUTURE 0 6" BUILDING SEWER PIPE BUILDING SEWER OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 829 w z 2 "x 4" STUD SERVICE MARKER PAINT UPPER TEE WITH 6" SIDE OUTLET _j PORTION WHITE ANS STENCIL ON SIDE r WpRDING - SEWER- WITH 3" HIGH BLACK LETTERS. a L AND #6 WIRE WRAPPED AROUND THE STUD AND O 6 SIDE SEWER AND BUILDING SEWER OL EXTENDED TO THE TOP OF THE STUD. CJ X V STORTZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 18 TO 20` In m 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE OR 72" BEHIND BOCK Of SIDEWALK THAT 1S ADJACENT TO CURB P °yea° °- UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 3 IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS PAINT No. 43 -655 SAFELY YELLOW OR APPROVED EQUAL. MA1C 4 ' WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. rx 6Q" ALLOWABLE MAX, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH. � RAISED PAVEMENT MARKER TYPE 88 AS FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2' STIMSONITE TWO -WAY BLUE. FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE, -PIECE CIO ©�Cj 113 :5 MIX CONCRETE T°s CN BLOCKING � / �*r I % P�{Si101 CONCRETE BLOCKING BASE SECTION LENGTH TO FIT, MIN SLOPE wi HORIZONTAL CONCRETE BLOCKING 1 6" SIDE OUTLET TEE s" MIN. SEWER. MAIN ZSEWER MAIN STANDARD SIDE SEWER INSTALLATION CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE) OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION z n o ELEVATION i, ��� 6' GATE VALVE (FL X MJ) EQUAL TO, MUELLER CO, A- 2380 -16 ADOPTED NOTE + + CITY OF RENTON UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY � Standard plans LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. i LST DATE! 12115191 - 12" 8" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4' DATE REVISION BY AP 4a DWG, NAME: BR39 SP PACE.-B078 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W O FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 b 0 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 829 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5 -1/4' MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECT40NS a L NATIONAL STANDARD THREADS, 4' PUMPER CONNECTION CITY OF O ° SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X V STORTZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 18 TO 20` In m 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE OR 72" BEHIND BOCK Of SIDEWALK THAT 1S ADJACENT TO CURB P °yea° PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE 3 r- PAINT No. 43 -655 SAFELY YELLOW OR APPROVED EQUAL. MA1C 4 ' chi rx z PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2" TRENCH. � RAISED PAVEMENT MARKER TYPE 88 AS FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2' STIMSONITE TWO -WAY BLUE. -PIECE CIO ax TWO CAST IRON VALVE BOX. EQUAL TO OLYMIC FOUNDRY CO. STANDARD S' TOP SECTION WITH REGULAR I CONCRETE BLOCKING BASE SECTION LENGTH TO FIT, LU wi CONCRETE BLOCKING 1 CAST IRON T EE. WITH 6" FLANGE SIDE OUTLET, z n o i, ��� 6' GATE VALVE (FL X MJ) EQUAL TO, MUELLER CO, A- 2380 -16 Q V , Z r < - 12" 8" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4' o ° w STEEL TIE RODS. SEE STO DETAIL FOR TIE RODS. 16" x x 4" MININUM B' u h CONCRETE BLOCK 7 Cu. FT. MINIMUM WASHED GRAVEL PASSING 1 -I12" AND RETAINED ON 1/4" MESH FOR DRAIN. N U FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN S RADIUS O_ m- CL d r LEVEL ALL GROUND MIN 3' RADIUS ONE MAN ROCK I % 5' STORTZ a 6 % 1 6 ��\`\,•\ �fi��� \�!� \.� \;����\�� \'��\����'`` FIRE HYDRANT ASSEMBLY DETAIL CUT FIB( ` ADOPTED o RENTON + co HYDRANT LOCATION IN CUT OR FILL d Standard ar 9tandnrd Plans LEF DATE: 5/18/95 5 18 95 Revised Pumper Port DCV DT 112/15/921 Corrected text do Changed point colov RTM DF j o } I DATE REVISION JBYIAPPR DWG. NAME: BR24 SP PAGE: 8102 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W b L chi uj CIO I LU U 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1/8" ❑ © © ® 0 -- CONCRETE CLASS 3000 L y D T , t•.; "°t, t•t' RAISE -1 /2„ 4 -3/4" WIDE BORDER 1:. 1P 0 14.. FIBER JOINT g' " PACKING . s" 4�' 45' (1 /8) BEND 7-3/4" filll'.. y. 15" rsf e, J# CAST IRON RING AND COVER V 'mot+ h j 'T PIPE MATERIAL AS SPECIFIED BY THE ENGINEER r' PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN --OUT IN SAME MANNER AS MAIN SEWER JOINTS. - 1 ADOPTED T # 1► t: ; �'" $ + CITY OF RENTON Standard plena t LIST DATE: 12/15/91 DATE I REVISION BY APPR DWG. NAME: BW18B SP PAGE: 8076 EXISTING ASPHALT 1.0'• NEW CURB PAVEMENT MIN,--& GUTTER SAWCUT 9 4 {9j�RA. i I_ SPREE —TAI IkAUM 3" CLASS "8" AX, d" A. T.S. 6" CRUSHED ROCK 8E51DEN >L 7REET Ad....MUM 4" CLASS "E4 A.C. 6" C RUSHED ROCK CURB & GUTTER REPLACEMENT DETAIL NOTES: r ADOPTED MUST MATCH EXISTING THICKNESS IF GREATER. arrY or POMN OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT + SPANDARD PLANS LST DAM 04 /04 DATE REVISION BY APPR DWG. NAME: F008 SP PAGE: F008 2" CLAS *2" TO 6" C OR CI it it I is 11 MIN `MIN [—MIN ' -I MINIMIN �°- — 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE - 6.5' MIN. 1' 1' 2.5' it 1' MIN IMIN I MIN MINI MIN ....,;,. ...... ........ ... . ........ 2„ CLASS 'B' ACP CLASS* 6" CRUSHED SURFACING TOP COURSE j CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER � FOR MINIMUM STANDARDS, SEE DWG# HR -05> TYPICAL TRANSVERSE PATCH SP PAGE H032 FOR FLEXIBLE PAVEMENT Y ADOPTED CITY OF RENTON �J /1 STANDARD PLANS T LST DAT62 /D5 DATE I REVISION I BY APPR DWG. NAMEI:iO32 -1 SP PAGB032 -1 rf ME N 0Gow X a Da� ® O z w 04 UJ li ai 0 u 0 c O C1 (V LLJ E V) Ln 0_ - 1 >C M z LLL. CP LLJ c,.1 1 z 0 CN 0000 (9 0 00 CN T"• z — 0) w 00 w ILAJ � N< I I Li a Lo L(7 C 0) � "" W a7 z N 00 LI.J Y w U C/1 5 0 r c I rn r: ° Lu A� Q) ¢ co ,o/ X010$ L1 SAID y & 0 cu z c, ,p 24661 Q 0 '`mss fi6' ! s �`` s /ONA L cr Ec� - - - -- W