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Home My WebLink AboutS-340603TYPICAL 6' PRIVATE SIDE SEWER FOR - . .:: ..: _ _ FUTURE CONNECTION. PROVIDE 2x4 MARKER POST 235 /! .. :.:. : ..: -:- ...: . ..... .......... ...... .:.... -... .......... OF MARKER. SET BOTTOM OF MARKER POST AT LABELED WITH LENGTH - ..:: .. ..::: � INVERT OF SIDE SEWER. Portion of the NE 1/4 of the NE1 /4 of Section 32, Township 24 North, Range 5 East, WM 12" MIN. IF_- -- COMPACTED TRENCH BACKFILL COMPACTED CRUSHED SURFACING AS DIRECTED BY THE ENGINEER TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANE- REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: City of Newcastle, State of Washington Less than on (10) yrs old 230 / Additional Requirements . / �\\ OFFSrTE. ELIZABETH No No 280 EXISTING: GRADE ALONG CENTERLINE �- \\ CONSTRUCTTON ESTATES .. .... OF PROPOSED SANITARY SEWER MAIN - - - : _ _ ::.: j / Yes Yes . 225 EXISTING GRADE ALONG CENTERLINE OF PROPOSED SANITARY SEWER MAIN 40% Removal Yes Yes 235 Yes Yes - Prnclpa], Mnar, Collector Arterial and all streets In CBD and all bus route Yes, If twenty -four (24) Square feet or more of any panel needs to be patched Nj - riJTILITY X -1NG IE 275 58 (8 W)) UT TP 25677 (8 SS) °ETP j j UTILITY X -1NG IE= 272:95 - I 2 0 25 50 100 t %o 215 - - ................. . -- � j j 126 LF B7 DI ®5= 0 OtoQ j75 LFB O1 SS (SEE SHEET 4) 265 j -0 0100 139 IF B° PVC ®.. 8 .. . .. .:.: S D 0100. - _..- :. SSMNi 0 .5 265 N 19 03 98 / SSMH /9 54. - - SSMH g- 54 .NA96 3038 - SSMH #7, b4' N:196 �b3i 94 - E:130567867 N:19 19.81 E.130560398 'RIM 27983 E1305521.ti E.1305675.17 :RIM 27591. - - IE 267:37' 8` IN S) .. IE 26727: (8` OUT N) ----- - - - - -- - -- -- --------- ; i - --- --- '�- f -- - --- -i - ------- -- - - -- RI 74.2 R9A 277.68 IE =26601 (8. 1N S} .: _ - 205 / 2� y� IE 265.16..(8 IN E )IE= 26591 (8" OUT W) IE 263.66 8' IN N) ( } - IE 265.06 8 OUi S ., _, "' W [� r,} SOUND ENERGY AND IXER SE _I D ®S-QO 0100 . EXISTING WELL T BE ABANDONED. / �--- - j O4i O• _ IE= 263.568' OUT W) (n 9 J m CAUTION INSTALLING SEWER IN CLOSE PROXIMITY WITH I WELL TO B FILLED PER DOE REQUIREMENTS 195 SEE�SHEET 2)..�... �.. -. ... -. ...: ( - SSMH/5, 54' - - - - .I., ._..� . -... -- ..... :..... .._.: ..,.... SCALE 1-50' H; 1=!* V ® ..... ._..:...: :..; .._ > EXISTING OVERHEAD POWERI POLES ,T n I „nnY�) 2555 : :.:. J �O _ ... ... ... .. IQz .. - I .... _= ... N I �n `,.Y�� I I IE= 259.12 (6 °) /4' b / IE= 265.18 (6' I® ' Ssb"03 - 'EXISTING GRADE ®:PIPE CL IE= 200.59 (67 �2� I iE= 251.38 (61 EEX AS�ME bt, tK h / ( } � --- ?. m -tom ��L j% O+ MCP. i ........ ..... .. ........ 27fi°LfF 8' DI RJ® 5= 8.1715°:° - r- V N :.2?5wv8° 9 +00 250 'P -. 01 (RJ ! zo s o SSMH1 ...... . ....... .... - .. ... .. /2 .` ,, : fia: x =223 fE- .198.04 (&7 - �-IE= 237.62 (6ry IE= 249.99 (67 .... ........ . ..... �. - ... ..... - ... .. .... ..... ... - - - .. CAE. - . ... ..... ... .. - .. - 1. �.... 20 : w _ :' _ :- :- - .. : 262.68 (6ry. 8 ° ..SS (SEE SHEET ................ 245 .... ......... ... .... ... (Y > N Ncp O Y a NNTNTNT 256 O' W°N> on N 2 74 SSMHl6, 54' N49559824.51 A / /. E 130529630 : RIM =25562 3 R N N �� 1 ?� 240 :. : .. .. - IE =24413 (8* IN . E) - ... - IE =243.63 (8':OUT W) (1/2' DROP) :... .... ..... ..... ..... ... ... ... : N TYPICAL 6' PRIVATE SIDE SEWER FOR - . .:: ..: _ _ FUTURE CONNECTION. PROVIDE 2x4 MARKER POST 235 /! .. :.:. : ..: -:- ...: . ..... .......... ...... .:.... -... .......... OF MARKER. SET BOTTOM OF MARKER POST AT LABELED WITH LENGTH - ..:: .. ..::: � INVERT OF SIDE SEWER. ',8215 72ND AVENUE SOUTH DESIGNED CMT 3 REVISED PER DOWNSTREAM SANITARY SEWER STUB REVISIONS 8/1/07 CMT RJA e KENT, WA 98032 DRAWN CMT 2 REVISED PER DISTRICT COMMENTS DATED 5 -3 -07 5/9/07 CMT RJA �'' +.,,,..." (425)251 -6222 COAL CREEK CHECKED RJA 1 REVISED PER COMMENTS DATED 8 -31 -06 4/2507 1 CMT RJA CIVIL ENGINEERING, LAND PLANNING, (425)251 -8782 FAX UTILITY DISTRICT ar..nn.l IN- I a A- SURVEYING, ENVIRONMENTAL SERVICES NOTE: ANY AREA .DISTURBED DURING SANITARY SEWER MAIN CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITIONS PER CITY OF RENTON STANDARD DETAIL H033. 3 ASPHALT CONCRETE OVERLAY SAW CUT SHALL BE VERTICAL 2" MIN. AND IN STRAIGHT LINES AS CEMENT DIRECTED BY THE ENGINEER REMOVE LOOSENED TRIM CONCRETE EXISTING CONCRETE ASPHALT VERTICALLY PAVEMENT - 1 3 /4 -DIA, x 12" LONG DOWEL °7_ [,I EPO %Y COATED DOWEL BARS BAR ® 18" ON CENTER /�� /� I 6" MIN. ON ALL FOUR SIDES EXISTING RIGID 8ASE- 'Miry. 12" MIN. IF_- -- COMPACTED TRENCH BACKFILL COMPACTED CRUSHED SURFACING AS DIRECTED BY THE ENGINEER TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANE- REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: Less than on (10) yrs old 230 / Additional Requirements . / No No EXISTING: GRADE ALONG CENTERLINE - ... ... .. .... OF PROPOSED SANITARY SEWER MAIN - - - : _ _ ::.: ... ... / Yes Yes . 225 40% Removal Yes Yes Excellent Condition (based on visual and /or n- destructive testing) Yes Yes Prnclpa], Mnar, Collector Arterial and all streets In CBD and all bus route Yes, If twenty -four (24) Square feet or more of any panel needs to be patched 220 _ . p .... 215 . . ... - - ................. . -- � 205 / 200 SS OFFSITE SANITAR . Y SFWFR �...;. 195 SEE�SHEET 2)..�... �.. -. ... -. ...: ( - SSMH/5, 54' - - - - .I., ._..� . -... -- ..... :..... .._.: ..,.... SCALE 1-50' H; 1=!* V -._. ... - ..: ..... ._..:...: :..; .._ 30.29 .. :E1.365020.6D:::. ..RIM= 204.00... )S).(1 IE =195.79:8" OUT /2':DROP) Ssb"03 - 'EXISTING GRADE ®:PIPE CL EXISTING GRADE ®PIPE CL: ` --- _.. i 15 +00 14+00 13 +00 12 +00 11 +00 10 +00 9 +00 8 +00 7 +00 ',8215 72ND AVENUE SOUTH DESIGNED CMT 3 REVISED PER DOWNSTREAM SANITARY SEWER STUB REVISIONS 8/1/07 CMT RJA e KENT, WA 98032 DRAWN CMT 2 REVISED PER DISTRICT COMMENTS DATED 5 -3 -07 5/9/07 CMT RJA �'' +.,,,..." (425)251 -6222 COAL CREEK CHECKED RJA 1 REVISED PER COMMENTS DATED 8 -31 -06 4/2507 1 CMT RJA CIVIL ENGINEERING, LAND PLANNING, (425)251 -8782 FAX UTILITY DISTRICT ar..nn.l IN- I a A- SURVEYING, ENVIRONMENTAL SERVICES NOTE: ANY AREA .DISTURBED DURING SANITARY SEWER MAIN CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITIONS PER CITY OF RENTON STANDARD DETAIL H033. 3 ASPHALT CONCRETE OVERLAY SAW CUT SHALL BE VERTICAL 2" MIN. AND IN STRAIGHT LINES AS CEMENT DIRECTED BY THE ENGINEER REMOVE LOOSENED TRIM CONCRETE EXISTING CONCRETE ASPHALT VERTICALLY PAVEMENT - 1 3 /4 -DIA, x 12" LONG DOWEL °7_ [,I EPO %Y COATED DOWEL BARS BAR ® 18" ON CENTER /�� /� I 6" MIN. ON ALL FOUR SIDES EXISTING RIGID 8ASE- 'Miry. 12" MIN. IF_- -- COMPACTED TRENCH BACKFILL COMPACTED CRUSHED SURFACING AS DIRECTED BY THE ENGINEER TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANE- REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: Less than on (10) yrs old Ten (10) y- or older Additional Requirements Local Access without Bus Route No No Local Acce.S with Bus Route Yes Yes Intersection (All Streets Yes Yes Plus one] e pone] beyond the curb return 40% Removal Yes Yes Excellent Condition (based on visual and /or n- destructive testing) Yes Yes Prnclpa], Mnar, Collector Arterial and all streets In CBD and all bus route Yes, If twenty -four (24) Square feet or more of any panel needs to be patched Yes, If twenty-four (24) square feet or more of any pone) needs to be polched `CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL G +- p ADOPTED GF R ca STANDARD PLANS �- \r•CO` LSI' DATE: 04J04 `FAFPROV D -- k r /% ♦- I EiY DATE REFERENCE INFORMATION DATE FIELD BOOK: 6/3/06 ELIZABETH ESTATES SURV. CPU FILE N/A SCALE SANITARY SEINER EXTENSION DATUM: N�A A' =5o' HORIZONTAL 1"=5' VERTICAL OFF-SITE SANITARY SEWER PLAN AND PROFILE c'Ok5-340(91)3 71 1 -_ , . 4..M Z r! i ` }: w ■' r ve 0� 8 J. ARMS F WAS /T 9 2 r•i .o an M '°o P 26 6 �FSSO L I ? E EXPIRES 2 5 JOB NUMBERR� 06015.00 DWG NO. SHEET 3 6 c �J a y Do x to