Loading...
HomeMy WebLinkAboutS-218905NOTES: 1. EXISTING SIDE SEWER CONNECTIONS SHOWN ARE BASED ON TELEVIDEO OF MAIN AVE. SEWER LINE & CITY RECORDS. NEW SIDE SEWERS SHALL BE N PROVIDED PER NOTE 2 & AS SHOWN ON PLAN. SIDE SEWER REPLACEMENT, PAVEMENT RESTORATION, CURB REPAIR & SIDEWALK REPLACEMENT SHALL PROJECT MERIDIAN IS ASSUMED LOCATE EXISTING SIDE SEWER CONFORM TO CITY OF RENTON STANDARD NEAR SOUTH SIDE OF FUEL DETAILS & THESE PLANS. 20 0 0 20 ao -I I GII I __ -� 1 �' ISLAND & CONNECT. COORDINATE - -- W/ PROPERTY OWNER L d 2. MAIN ACTIVE SIDE SEWE FOLLOWINGSBUILDI,NGS BLDG #207 %II = pI I &REPLACE AT THE SAME LOCATION WITH NEW SCALE: 1" 20' SSMH RIM 44.77 2 NEW SIDE SEWER- SSMH RIM -44.08 6" SIDE SEWER LINE(S) BETWEEN 8" SS MAIN NV 8" N &S =38.64 TRENCH SECTION l-' INV 8" S =37.41 & PROPERTY LINE: NV 12" PLUGGED E =39.8 9 STA. 25 +45 LT. a II INVI 12" E &W =36.78 221 MAIN AVENUE SOUTH LEGEND -= -_ < 225 MAIN AVENUE SOUTH 0 NEW SANITARY ^ I 226 MAIRLXVENUE�SOUTH SEWER CLEAN OUT r 229 MAYN A�%ENUF�SOUTH -- f _ • NEW SANITARY B BLDG 22i F c ,',. ` ��Q PIPE LENGTHS & SLOPES SHOWN IN SEWER MANHOLE W ! G #225 E <I LE F _ E 41 . CV ,il `., 1 O,� \ ROFILE ARE FROM EDGE OF M.H. 229 # 3 (SEWER & WATER DIRT 6_ - \ - I �I� �A �, �O �,0 EDGE OF -M :H. 2' OFF CENTER NEW SANITARY ( ) TRENCH H.4..1 LANU _ a SEWER LINE SECTION (TYP.) I 2 - 2 i., W SID SEWER r IT ASPHALT PAVEMENT yy 8 SIDE REPAIR TV- - _ ? to �- L_,; G' TRENCH SECTIO �.I T ,, _ ' \9 i/ /,' it - - r -.- L aR R i N _ `- L CONCRETE SIDEWALK U7 NEW_.SHALLOW S,S.M.H. 6 °- - - - - -- - -° 0 LT_ # - - _REMOVE EX -- 'f - -- = _ �E} - - I- STA. 23 +90, 3 LT.) - - - - � � _: _ _ O � I PLUS PIPE "ENDS - - - -- -- °.',;.,; - - - - - - -- � � --�_ .� .� = � � L ��y. r r � _ -- � - ' 8''. -�sYS� _• REPAIR CENTERLINE R.O.W. $ SS, - i- '292 -L�- 8"-S., -S - .,,. - +- - -- -- - - - PROPERTY LINE _ N _< 4 ±00 - -- OSSMH -- INTERM. CONTOUR -_ 25+0 _. M '26 00 L, ' REMOVE EX. SSMH. MAIN AVE S 4 LIMITS OF 26 +8Q., 2 +100 -' LF -_:1\ NDEX CONTOUR Fa- _ - SIDE SEWER 2 -- - $ PAVEMENT CQ NECT NEW 12 S.S. TO \EX. 28 +00 - -- -_- _ __ __._ ( ) REPLACEMENT- - 8 "SS - - - -- UG SEWER MAIN _.__ ____ _ REPAIR TYP. 9 - - },214 \S, .. FE NCO COUPLING - -- - - - - -- - -- - $ SERVICE .� - _- - - - _ -- ST��6± __ - — —.. �, - EQUIVA -- _ -- UG STORM TAN- OR AP D� ENT \ CE -- `i\ .;A.' K Z:. - - , 2° _ _ - - -_ , I NEW S S M.H. #7 Rli-- Z Ea -, - - UG WATER 26 +85;5 XlC'' 'T /i % -- UG WATER SERVICE _ \ 1 - - - -- - - - -- - .E n b;I TI UG TELEPHONE U ;ti J / i- BLDG #226 UG GAS \ BLDG #1005 t I'' \ Q UG GAS SERVICE � ��; CONC. CURB j = , i II I f ,' I_ 'I I - I � i I _ L_ \�4 ., REPAIR (TYP.) 4, I + i \ \ \\ UG POWER FII y' - UG TELEVISION % -- a,A; © GAS METER -_ �i REMOVE &REPLACE J �; - =I L�� �IJ= CONC. SIDEWALK FROM _ e - t GAS VALVE � / r I� E T 4 IS 41 NEAREST JOINTS (TYP.) �' 6 4 n'_ \ 0 TRANSFORMER G rc IVY. f R., L: -4, ti. i� �f Ft F'. POWER VAULT F1 �.• E: r f� =1 , TELEPHONE VAULT FII1 = N I O SEWER MANHOLE k 1 EI CATCH BASIN .r "< F 4 0 STORM MANHOLE EXIST. BUILDING ` CALL 48 HOURS BEFORE YOU DIG S V R 1-800-424-5555 ... .. 5 Z ..... ........ .. .............z ..z .. ...... ......Z......0111 .... .... NEW S.S.M.H. 7 D E S I G N 0 M P A Z # 5 C N V 0 0 0 U w o U (48" DIA. 7.3' DEEP) a s a a Q a? Q 911 Western Avenue NEW SHALLOW S.S.M.H. 6 U o U UIJ U o STA. 26 +85 5 3' LT. # to w o o 0 U z Suite a 02 (54' DIA. 6.1' DEEP) ° of ° z w o . o J o RIM = 44.08 a I 4 50 ..... ................... ................ ............................... ......... ..................... .. ........ ... .�...� �.... w .;...... _. .......... .. ... 50 �z Iw IE 8 SOUTH 37.42 (IN} Se WA 9810 STA. " 23 +90 3' LT: " A CI X o X w Phone 206.223.0326 X U x o Q x x z IE 12" EAST & -WEST = 36.78 RIM 44.77 EXISTING GROUND U U ° D of < o IE 8" SOUTH 38.73 IN) AT CENTERLINE a� N d � o I N A. IE 8" NORTH 38.63 (OUT) alro al o alp 41� Q JQ oFwasy, 45 ..... ... : ....... .. � .. � _ —,. � ... .... .. � � . -_.. .. ............................. ...................... . �g �` QOJ. � QNU " NEW 12'' WATER MAIN — 45 P, � 95 t�t SEE SHEET 7 NplE� �� 40 _- ..- .- :_.___ ._ ................. ... ..... ..... .... ..........._................... .. ......... .. 40 owraES a�miea --------- - - - - -- -292 LF 8 " -S S. CL 50 D.I. ®0.42 %. (POLYWRAPPED) - -- _ - -- -- -- - -- RECOMMENDED FOR APPROVAL APPROX. TOP. CRPL #3. �- 35 .......... _ ................................................. I.......... ....................... :....... ............................... ............................... .66 ". SWD'. RIPE........ .... 35 PLAN REVIEW DATE CENTER "1' - ' 18' SECTION 'OF 'PIPE " " EL. 36.6 OVER SIND PIPELINE. PROVIDE ETHAFOAM PAD WHERE CLEARANCE G 1' WASTEWATER UTILITY DATE EXISTING SS MANHOLE 30 ..................... ........................ ........ ........ ........ ........ _............... ........ ................ ........ ........ ........ ........ ...................... .. ...... ................ .......... .. ....... ......... 30 EXISTING SS MANHOLE CTTY nF RF.NTnN - - DEPARTMENT OF PUE 25 ... ........................... ...................I........... ...... ................. ............ ........................ ....... ....... .........._. ........ 27 +00 28 +00 MAIN AVENUE SOUTH UTILITI SEWER PLAN AND PROFILE S1 DESIGNED: MAK DATE: 3 OCT 199, 20 ....................... ................................................ ...................... ........................... DRAWN: JZ/PMB 23 +00 24+00 25 +00 26 +00 CHECKED: TVs SCALE: 1" -20• wWP 2' -2'499 : NO. REVISION BY APPR. DATE APPROVED: