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HomeMy WebLinkAboutD-357054STRUCTURE SCHEDULE o^ to M NO. CENTER OF STRUCTURE STRUCTURE TYPE, DETAIL REFERENCE FRAME & LID/GRATE TYPE, DETAIL REFERENCE NOTES NORTHING EASTING STATION / OFFSET N MH1 175950.97 1294753.52 9+62.26 0.78' RT MANHOLE TYPE 3 - 120" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 4 ON DWG C8. a MH2 175950.19 1294777.15 9+85.90 0.84' RT MANHOLE TYPE 3 - 120" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 4 ON DWG C8. MH3 175940.56 1295069.46 12+78.34 1.65 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 MH4 175937.65 1295138.97 1 13+47.91 2.48 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 MH5 175929.98 1295321.43 15+30.54 4.71' RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 3 ON DWG C8. MH6 175928.07 1295366.91 15+76.03 5.18 RT 8'-0" L X 8'-6" W X 9'-0" H STORMWATER VAULT TWO 36" CIRCULAR FRAMES (RINGS) AND COVERS SOLID COVERS TO MEET H-20 LOADING MH7 175923.63 1295565.22 17+74.39 3.65 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 3 ON DWG C8. MH8 175921.73 1295645.94 18+55.07 3.59 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 3 ON DWG C8. MH9 175915.20 1295976.74 21+86.04 5.25 RT 15'-6" L X 8'-6" W X 9'-0" H STORMWATER VAULT TWO 36" CIRCULAR FRAMES (RINGS) AND COVERS SOLID COVERS TO MEET H-20 LOADING MH10 175914.50 1296142.62 23+51.83 3.55' RT MANHOLE TYPE 3 - 120" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 4 ON DWG C8. MH11 175914.40 1296164.62 23+73.83 3.34' RT MANHOLE TYPE 3 - 120" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 4 ON DWG C8. MH12 175913.74 1296319.17 25+28.32 1.73 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 MH13 175913.45 1296388.73 25+97.9 1.01 RT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 MH14 175911.30 1296688.31 28+97.49 1.22 LT MANHOLE TYPE 3 - 96" DIAMETER, SEE WSDOT STD PLAN B-15.60-01 CIRCULAR FRAME (RING) AND COVER, SEE CITY OF RENTON STD PLAN 204.50 SPECIAL KNOCKOUT REQUIRED. SEE DETAIL 3 ON DWG C8. SSMH1 175922.71 1294780.79 9+90.33 28.20 RT SHALLOW SANITARY MANHOLE, SEE CITY OF RENTON STD PLAN 400.2 CIRCULAR FRAME AND COVER, SEE CITY OF RENTON STD PLAN 401 SSMH2 175918.66 1296677.52 28+86.59 8.42 LT SHALLOW SANITARY MANHOLE, SEE CITY OF RENTON STD PLAN 400.2 CIRCULAR FRAME AND COVER, SEE CITY OF RENTON STD PLAN 401 C131 175905.78 1295349.07 15+58.87 28.00 RT CONCRETE INLET, SEE CITY OF RENTON STD PLAN 200.30 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 C82 175909.26 1295403.12 1 16+12.94 27.89 RT CONCRETE INLET, SEE CITY OF RENTON STD PLAN 200.30 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 CB3 175900.89 1295340.41 19+49.84 23.06 RT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 C64 175946.71 1295756.24 19+65.00 22.99 LT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 CB5 175890.90 1295956.59 21+66.14 29.88 RT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 175891.09 1296007.21 22+16.75 28.95 RT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 E 175894.50 1296167.27 23+76.80 23.21 RT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 175940.77 1 1296163.97 1 23+72.77 23.02 LT CATCH BASIN TYPE 1, SEE CITY OF RENTON STD PLAN 200.00 RECTANGULAR VANED GRATE, SEE CITY OF RENTON STD PLAN 204.20 J H Z 4C 3` 3C 2` 2C m 5 O J -H p W � (1 m N o w EXISTING GROUND 8°6 a°8 PSE CO I D. BANK �EL 3 CO D. BANK 20 LF t8" CPEP 13.80t 10 0 S=16.0 t -0+20 4C 35 3C 2r 2C 15 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 PROFILE - C61 1 LATERAL PIPE - STA 15+60 C2 SCALE: 1"=10' U 5 4 z m 01 X m X Z N 7F D COND. BA K 0 0 0 S=1.3 %f EL 16.72f 2 7.5 LF 12 CPEP -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 PROFILE - CB5 5 LATERAL PIPE - STA 21+67 C4 SCALE: 1"=10' �4� Louis Berger 520 Pike St, Ste 1005, Seattle, WA 98101 206.453.1043 ■9��►'W�-1����J��■ 0+40 0+50 4C 35 3C 25 2C 15 PROFILE - C62 2 LATERAL PIPE - STA 16+12 C2 SCALE: 1"=10' 4C 3` 3C 2` 2C 0 -0+ U Y 5 m z m N 3 3 GROUND X m X N Z PH 9 7 COND. BA K H 307 EL 1 .59f 2 5 LF 12" PEP -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 PROFILE - CB6 6 LATERAL PIPE - STA 22+16 C4 SCALE: 1"=10' REVISION I BY I DATE I APPR ABG a.e. v 0+00 0+10 0+20 0+30 0+40 0+50 PROFILE - C133 3 LATERAL PIPE - STA 19+50 C3 SCALE: 1"=10' 4C 3` 3C 2` 2C w GENERAL NOTES 1. ALL TYPE 3 MANHOLES TO BE CHANNELIZED PER THE STD PLAN EXCEPT WHERE NOTED OTHERWISE. SEE DETAIL 2 ON DWG C8. 2. DEPTH OF WATER MAIN SHOWN ON PROFILES IS APPROXIMATE AND WAS ESTIMATED USING THE NEAREST VALVE NUT DEPTH PROVIDED IN THE SURVEY. CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION. 3. ALL REPLACEMENT CB'S SHALL HAVE THEIR GRATE ELEVATIONS TO MATCH EXISTING GRADE. CONSTRUCTION NOTES (DCORE EXISTING 60" SD AND CONNECT NEW 12" SD USING AN INSERTA TEE CONNECTION. O2 CORE NEW 60" SO AND CONNECT NEW 12" SO USING AN INSERTA TEE CONNECTION. O3 APPROXIMATE DEPTH SHOWN BASED ON PH 302A. ® LOCATE AND ORIENT BEND SO THAT INSERTA TEE CONNECTION IS LINED UP TO BE PERPENDICULAR TO 60" SD. OS WHEN SEPARATION IS LESS THAN 6" USE ETHAFOAM PAD PER 7-08.3(2)K. © APPROXIMATE DEPTH SHOWN BASED ON PH 108. NOTE UP MAY ALSO BE IN SAME TRENCH. O7 APPROXIMATE DEPTH SHOWN BASED ON PH 307. ® APPROXIMATE DEPTH SHOWN BASED ON PH 309. O9 APPROXIMATE DEPTH SHOWN BASED ON PH 112. 10 COREDRILL NEW 36" STEEL PIPE AND CONNECT NEW 8" WITH INSERTA TEE CONNECTION. m I N a � N � N N m J EXISTING GROUND 4" GAS 6 1 E 16.5f 6 F 12" CPEP S=38.77 51 -0+10 0+00 0+10 0+20 0+30 0+40 PROFILE - CB4 4 LATERAL PIPE - STA 19+65 C3 SCALE: 1"=10' U 5 U w w w � x v -i m n �ff� O w cq U m N O ND U W X m W X X m POSSIBLE F N 4" GAS 9 14.1 L 12" CPEP N 7 LF 12" CPEP 47 6% -0+20 AS NOTE 6.36t - ° AS -BUILT -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 RECOMMENDED FOR APPROVAL PROFILE - CB7, CB8 7 10 5 0 10 20 By �at,;,f 4/s-1 LATERAL PIPE - STA 23+73 C4 1"=10' Scale Feet BY SCALE: 1"=10' D "°M s� s° SW 7th ST, POWELL AVE SW TO LIND AVE SW o9/25/2018 �� CITY OF STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 RENTON ., DATUM "� NOC6 "EIT IN"a., PlanningBuilding Public works Dept. STRUCTURE SCHEDULE AND LATERAL PIPES PROFILES -1, V 10 ":20