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HomeMy WebLinkAboutSWP2702988.3MCLENDONS HARDWARE STORE 1 FIN FLo0R=40.4 ____---- WALL -�- 1 UGP/T/TV CONC. WALK CB-20B UGP/T/TV NOTES 1. ALL MANHOLE FRAMES AND COVERS. AND CATCHBASIN FRAMES AND GRATES SHALL BE LOCKING. j 2. CB LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS. I CURB CB'S MAY BE REVISED TO OPEN CURB FACE INLETS OR VERTICAL CURB INLETS. ALL ADJUSTMENTS REQUIRE CITY APPROVAL j 3. WELLS AVE S, WILLIAMS AVE S. S 2ND ST. j MAY HAVE 6 TO 13 INCH THICK CONIC. PAVEMENT AND / OR j 6 TO 9 INCHES BRICK UNDER THE ASPHALT. j 4. CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTIUTIE�I WHEN WORKING NEAR SEATTLE WATER MAIN IN S 2ND STREET. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. CONTACT LAKE YOUNGS OFFICE AT (420) 255-2242. 00 N01'07"51-E 00 00 SID 2666.42' SECTION LINE -- -- -- --- N c c IL z m N DO CL ® 'z ob c>J oo SD O iCA N w ,4�, 1cii BLDG.# 201 c 9- 7 2 STORY CONC, BLOCK 0 0 FIN FLOOR=40.9 NO BASEMENT x WILLIAMS AVE` CB RIM=40.06 o SSMH RIM=40.85 S. c i CL CHAN=33.7 _ IE 6"GONG E=38.4 � I c II IE 8" N=34.1 �\ O �\ D IE 8" S=34.0 CB RIM=40.83 IE 3"PVC E/S=40.0 i o I � 10"DEC. , I j -- -- ----- j--- 2 STORY HSE. # 101/103 SPU SHALL BE GIVEN ADVANCE WARNING PRIOR TO THE CON1R I CTOR EXPOSING SPU MCLENDONS SSMH RIIM-39.90 ! FIN FLOOR=42.7 WATER PIPE TO ALLOW SPU THE OPPORTUNITY TO INSPECT THE! PIPES CONDITION. HARDWARE STORE IF CL 8" CHAN N/S=35.20 W/ PARTIAL BASEMENT FIN FLOOR -40.4 I CONC. 09/B BLDG I BRICK BLDG #1 j # 105/107 CB RIM=39.26 ! FIN FLOOR=40.0 FIN FLOOR=39.75 IE 6" CONC. E=36.8 NO BASEMENT NO BASEMENT j 6"CONC W IE=37.13 \ -UGP T TV 0 / / UGP T/TV CONC. WALK -------- -------- _--_ _ v POTHaE U�0 14"DEC. 8' DEC \ UGFO� CB-1 OB CI I CB-22B 10" DEC UGP/T/TV -- _ O 10" DEC 2" DEC 10" DEC UG UGP/T/TV P CONC. WALK REMOVE EX CB GFO UGFO CUR &GUT I OC.O. 2' DEC C 00 UGP O C.O. O O UGP/T/TV AND LATERAL -- O G 6" DEACTIVE c 00 G 2" c c I �UGFO ? C.O. ® C.O. G G 6" DEACTIVE o o G 0 12" DEC SS V� "I G 1 C7N S SS w Q c° cn lm cnl U) G G G -------CIF--- W SS SS �,n SS SS o� c G G ----- - ---- - c r " S S G -- G 12" STW HP BLOCK + oo----+--------_-_--__ N01'29 20 E x SSA SS SS SS SS n G ° -- --F-- ---I---------a+ --- Ss ?.�)'JJAY G -' Q -�----------- a TO EX G G Z" HP 8 � � 1 911.75' Oa I- - -----1�---- � SS SS SS �+-- G - --- ----- SS -�-I 12" DI TO EX SD n� y o " G v, c '� $ -E---- --3K-- ------- a SS SS 8 CB-111_9 10 CB-20 LIVE BY OTHERS* �I nl W o �N n G o - --- )i(-------- -------- G - o I------------ --- - o „ Z c O 12" STW HP G o -- w - - W _ W ❑ W sDTD Ex e'wM 7o BE Aa ¢ I CB-21 I CB-22 I W 12" WM BY OTHERS* G G G 12" STW HP - P G W w SD o ;Do- c 8"DEC- 12"DEC. U°i CURB & GUTTER W W W SD -SD------ ❑ S a -UGT �T GP/T CB-20A p® 18"DEC. -- - -_- W W W EX 8'WM -TO BE ABANDONED W SD SD SD SD SD SD ❑ SD SD CATHODIC UGP/T I U /T/TV I glB_22A 1 ' DEC 14 W ° PROTECTION CONC. Wf LK UGP/T/T 18" DEC W W UGP T 8" DEC 10" DEC • 12 DEC W - _ P I / /TV 12" DEC CB-1 OA \ WIRING - D UGP _____ oNC. WALK UGP/T/Tv REMOVE EX CB \\ xx _ ^�__ -cr- r ucP / o W NC. WALK GP/T/TV onc. AND LATERAL \\� j z lu, - _ UGP 8" DEC AIN LIVE �1 0 0 i ASPHALT / I� �U U) �y GRASS O C.O. C� d _u I EX.CB / / ASPHALT z IL 11 j CONC. o kTER MAIN CB RIM=39.98 1 o SSMH RIM=39.74 GF IE 6"N=37.8 '� > CB RIM =38.92 n n N STORM LINE CONIC. ci 0 I K SS BRICK BLDG. 124 IE 6" CONIC W=37.4 z SDMH RIM =39.39 # I CRASS IE CL CHAN. S/W=36.2 IE 6 W=37.8 o cC) '3 C� D )US BLDG. IE 4"PVC E=39.0 1 o m rn , c i » FIN FLOOR=39.8 IE 8" CONIC N=35.1 r j 1 N c o m INSTALL NEW 12 SD AFTER CAUTION - 12" WATER MAIN LIVE No BASEMENT I r (SHED 9 0 m I n le / " D IE 6" CONC E=37.4 SDMH RIM=39.23 EX 8 WM IS ABANDONED. AVOID DISTURBING WATER MAI ! IE 8" CONC. S=35.2 IE CL CHAN 8" N/S=35.0 WHILE INSTALLING NE� STORM LINE �� ! IE 6" CONIC W=36.9 GRA SDMH RIM=40.65 = z c , �' z " � REMOVE EX SD FROM CB-20 TO CB-22 IE ,5"w=3s.s �' A m I SEE DESIGN NOTE IE 15"E=36.6 D i A REMOVE EX 8"WM AS NEEDED, PLUG PIPE ENDS ! I IE 8" 5=36.9 Np z I \ 0 0 m ® SIDESEWER LOCATIONS TO STA 18+00 SHOWN I 1 STORY HSE. # 116 I I ' N RECONNECT ALL SS OR VERIFY THEY ARE ABANDONED I FIN FLooR41.9 j I o P oo z I > � I SEE S-2110 WILLIAMS AVE SOUTH j I W/ BASEMENT ! 1 STORY HSE. # 110 I BM 666-E FIN FLOOR=42.2 j In SET CHSLD SQ j D I Ln o I Q I I W/ BASEMENT 1 m I i m ( *NEW 12" WM BY OTHERS ! I BACK OF WALL � DESIGN NOTE' - 8 SD FROM EX CB TO S I N. OF N. EDGE DRIVEII 1 I 1 IN POOR COD (TOWARD CB-20) j HSE. # 3 I i SEE W-3226 MERRILL GARDENS j ! ONLY ABLE 0 TV 195' S FROM EX CB. 1 j ! CLAY PIPE, AGS, CRACKS, OFFSET JOINT AT 195. 1 32 LF 8" DI 0 1.40% 3 LF 8" DI 0 3.0% 33 LF 8" DI 0 1.20% 3 LF 8" DI ® 3.0% CB-208 CB-20A CB-22B CB-22A STA.16+16.7, 19.0'LT STA.17+91, 19.1'LT CB-20 STA.16+17.5 19.1'RT CB-22 STA.17+81 19.0'RT INSTALL CONC INLETINSTALL CONC INLET INSTALL CONC INLET INSTALL CONC INLET RIM EL=40.2f RIM EL=40.0± RIM EL=40.2t RIM EL=40.0f 8"E IE=38.05 CB-21 8"E IE=38.00 " _ 8"W IE=37.7 EX _ E IE=36.2 EST 40. -- -:: 40... ...........40 :---..::-:.. aAw.IE= s.DS.-----------------•---........------............. ........---- . ....... REMOVE ABANDONED 8"W SEX PIPE FROM: °o PARKING LOT as oa EL UNK ic__ �o __� EX SD 2"G 0 2"G EL APPX 35 E� 0NK REMOVE - 35....... . ./----------35•--ELUNK --•0.--- UGFO ABANDONED 8"W EX 6"SD UGFO LOG, EL 8"S -5_ EL APPX LOC, EL _8"S -5' UNK DWN NEW 12" WM : UNK �5 D WN -NEW 12" WM -- -----................................. :. :. :. a ,: :......................................................................................................_... .. CB-11 CB-10 DC- SDMH RIM=40.65 CB-20' ADJUST CB-21: LOCATION CB--M CB-22 EX- SDMH EX SDMH EX-15"W IE=36.5 - +1 14. 'R - FOR EX 60SD. STA. 17+44 14.5'RT STA. 17+81 14.4RT RIM EL=39.39 RIM EL=39.23 EX-15"E IE=36.6 INSTALL TYPE 2, 48" IF 6"SD IS NOT LIVE INSTALL TYPE 2, 48" INSTALL TYPE 2, 48" 8" - S IE=35.2 8"N,S CL CHAN IE=35.0 EX. 8"S IE=36.9 - RIM EL 40.3f DELETE CB-21. RIM:EL=40.2t RIM EL=40.1t : : : : 8":N IE=35.1 NEW 12' S IE=36.9 O 120N IE=36.6 12"S IE=35.97 12"S IE=35.80 6" - E IE=37.4 : & & NEW 8' N IE=37.9 8'E IE=37.60 : : : : : 12'N IE=35.93 : EX 8"N IE=35.85 EST: : GROUND EL AT - 6":W IE=36.9 : .......... . ............. .. 0- --------- 0,w w .. .............�.n . ... . 0 . o ... 8"W- IE=37.60 .. .. . . EX 6'W IE=36.3f EST $"E fE=36.0 . ... ... . o �o o m 0 1 8 W . STREET 'CL (APPROX) - �a�� o �, 0 ow - X 2 GAS EL UNK 8 W 1E=37.60 'i I Z a n a WS PWR EL UNK a� o� w� I �rWoO z mc¢ a a : EL UNK EL. ui _ CATHODIC PROTECTION � n �00 �� u a NO ``0 WIRING, EL UNK 8»N/ UNK 0 �, W W , _ - ,n - � SD LATERAL E� SS - WS - - - - - - - - - - - - 0 coF mW �w N3a a ~� GA UNK EL UNK EL UNK EL UNK SS W z W o o S? ABANDONED ZIU----------- �� EL UNK - --- ---- --- ------------------- - - EL UNK ------------------------------- .....---- ...... ..... tt �. ... . ...... . . -- --.... ----------TT----------- ---------------------------------------------------------------------------------- 40 1._ 0 o X a E 000o Z 0 ° ° I I a o -- Z °° O 1 1 I 1 8SD o------------------ 1 1 n ------------------------ _ ., ____ ------ --- --- I1 , ----= - --- -- - - ---- -- -------------------------$-Sp ------------------------- ---- I I --------------------------- ---- --1 0 Q __ --------T--r=------------------------------------- - - - ---- -- 35 = �. :...... = c : - �-o .. :.. �.r. �'�. :........----....---------------------_--------- -=---------=---------=------.-----=---8HSD-rrr;------------_-__-----T-4---------3.....:... . 0 035 O a °�� °� G Qo -a o • •oo o • - -B,.S �.�. . _- _ N r v v> r o a a L_ J z o¢-- z zJ a r = c� v, c) PLUG °' Cam: C) �0 : C) z o ¢ 0 C) a c> a �. : CONNECT NEW: CB 3O 30 TO EX- SD ------------------------------- Q-.............----...---..:A.126.LF.1-2"-CPEP-0-0.-50% ..............1 37 LF 12" CPEP 0:35%. ....................... ..........----....... . . .....-.........------------............-----------------................. ... °°� 11+ 0 REMOVE EX 8"SD 12+00 REMOVE EX 8"SD 13+00 14+00 15+00 dw EXISTING UTILITY LOCATIONS IN S 2ND ST FROM �r c INSPECTORS NOTES FOR MERRIL GARDENS WATER MAIN CROSSING CA z RECOMMENDED FOR APPROVAL 1 ADD 12"SD FROM CB-20 TO CB-22 DC 5 20 RJS S"R"Erm` SCALE: VEffnCA�, NAvo 1M DAW ,> ADD NEW DRAWING D-3 DESKMm C ,'�=20' HORIZONTAL- NADt�'/'�1 ).�- CITY OF CENTRAL BUSINESS DISTRICT Fl� M•13/05 2 ADD UTILITES ON PROFILE NORTH OF CB-20 FR M NO -ITS FRO � RENTON UTILITY REPLACEMENT o�AwlNCNa 12" WM CONTRACTOR, LOCATIONS APPROX. DC 6 13 5 °RHWN DC Original Plan Signed by DANIEL CAREY 6/03/05 ONE INCH DATUM CHEX DAT FULL scALE Planning/Building/Public Works Dept. STORM SEWER REPLACEMMENT D-3 SURFACE WATER UTILITY DATE PE AW#29J. STRWCA ems::G/W/o5 C, MB � Y N0. REVISION BY DATE APPR SH JS WILLIAMS AVE S ( NORTH OF S 2ND)`' 5B �`12 DI-121(918181DI3.