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HomeMy WebLinkAboutzD-2988Set1 4k s� N am I NOTES I ' I 1. ALL MANHOLE RUAIIM AND COlVM AND CATCH IIIAVIN nt#A= AND aRATM !HALL w LOlCKm I ce MAY K ADAM17ED TO AVOID CONFLICT& WELLS VE S QW CV3 MAY K REVIlIED 70 OPEN CLM FACE INI•M • cpj I Olt VERYICAI. CtM INLET& ALL AD,A,STMOTS REOM CITY APPROVAL & TELLS AVE Si, 111JAIM AVE Sr S 2ND ST. 30' MAY HAVE 6 TO 13 NKH THICK CONIC. PAVBKNT AND / OR Ln 6 70 9 INCHES MCI t LWER IM AWMALT. 00 SDM.H. RIM-43.19 30 L STA. 22+Q 16 STA- )0 SM (Ci56.B CO-4 R04AM Ewr co REPLACE DIST ce-1 )0 SET D SO. IN BK STA. 21+87 -RT W/ TME Z 41r C9 W/ TVK Z 411" CO STA. 25+0. &WRT OF SDEWAIX 0 SW COR. ,j &6 2' SO. COLUMN EL=43.04 RWALL W MM ELw4Z96 M EL=4287 NSTAL TYPE Z 4ir RIM EL=42.ft EX IrN E=30.0 I EX lrN E=38L6* I RIM ELm420.* IrN E=30.26 IrS IE=39.0 EX IrS E=30.71 OC lrN E=37.71 arW E=30.70 arw E=3lL50 lrW IEw30.88 Ot IrS E=37.7* WE E=3100 IrE IEmw30.50 frE E=30.53 IrW IEw3L32 22 LF gr 01 • 1.05S 25 LF Or 0 • 1.00 14 LF Ir 01 • 0 22OX 22 LF tr CPEP • Q55X 9 LF r 01 • 144X arE E=3LW ......................... ............... ............. ... 12 LF lr.01.* 2M ............................. .................. ................. ............... ....... ... IN Ip I �? 30' SSMH RIM=4203 CL CHAN 12" E/W=34.2 IE 8" CONIC SE=35.3 CONC. �I 31' (2) 8" DE( ............................................................................................................................. CO-40 CO-38 • cis-3A . . Ce- CB-2A 22 LF W Ol 0 2219 10 LF- W 01 0 &OX STA.11+87. )IL4*LT STA- allft STA-M Sm NOTALL. CONC 54LET -±SA ZI R199ACE EXIST CD r-RIMACE EXIST C8 INSTALL. COW INLE I is= C8-1A W EL=42.1 MALL Q= INILET W/ Clamc DILET W/ CONIC iNm W E1m42.2* GPM PLET amai-alump Sw 25+41.1 W/ CLXW KU FRAME - W EL=42.2* REPLACE E)M CO ONE E013IL93 RIM ELm426* RIM EL)m4LOD RIM ELm42.W 121E E=31LO* Em3L75 W/ COW INLET IrW NE=4&0* n lIEmw3lL7G IrW E=39= EX IrW NEm3LO* RIM EUm4l.4dk W/ CONC INLET 15DMH. R110=43,19... RIM EL=41.4* .................. ......... ... ... UGP ..... .............. lJGT- -40 .................. OGT- -40 -40- ......................... in wasma ............. ... ... ... .. . ............... • LOC APPX EX 12 IE CL CHAN 8- E/W=37. mm�m - - !��D' 'UGC' Q- LOC APPX UGP LOC APPX EL UNK EX WW lEmm3IL2 MINOR IE 6" CONIC 5E=38.2 D EST EL LOC APPX EX '.6nSD 0--�6 W --__6"W A13NDND EL UNK EL UNK UGT IE 6" CONIC NE=38.2 6"W 0 EL UNK EX 6*SW lEm3IL9 'LOC APPX 6"G 0 0 0 ABNDND UG-T 6"W ABNDND LOC APPX UGP • DEACTIVE 8"S EL UNK 6"G 120w POTHOLED' 6-G 0- ABNDND 1201W EL UNK 120V 0 LOC APPX EL UNK NSW 1. 5' TO FOC DEACTI NEW • DEACTIVE 8.S NEW. VE �"S NEW. EL. UNK EL UNK NEW -1.7 TO TOP EL UNK NEW .6"G 12"W ............................................................. .............. .................................................................................................................................................. 4)EAGTIVE... 8"S NEW......... ............................... NEW EL'UNK 6m* 2-Cr TO FACE OF CUM --3..V TO TOP PIPE UQP: &V 70 PAM OF CtM -20 TO 101P PIPlE • CONNECT NEW 4CO LAJ (20NH"E- CCNMX7) cr TO EX 31) 45 or ...... . REMOVE EX CO a ....................................... .......................................... .... IL 4 qb� Ili" ii ........... ...... cr cr > - CONNM NEW CO zo .70 EX W (2 IXQ lrO EX 3D (Z T bi - LOC) z u * 0 D 10L Tm jr J ;a z z lin 0 too z z 40 w 06 I )lr-T 40 ..................... .......................................... . - MEN . ............ MPOPOPIFWW ....................... .... ...... so ................ ........ ... ...... EX'12"S*D EX 12'SO rU n r� 35. \--M-w LF Ir aw 0 GAIR muezi 35 ...... ....................................................................................................................................................... .......................................................................................................... ...... .. ..... .......... ........... SDMq RIM =42.55 0:1 W IE 6"• N =40.2 IE 6� E = 40.2 IE 6"• NW= 39.9 IE 6"' SW= 39.1 30. 30 ............................................................................................................................................................................................. . ............................................. . ............................. . 0 .............................. 21 +00 MAN AM - zz+uu 23+00 24+00 25+00 RECOMMENDED FOR APPROVAL SURFACE WATER p wjlpo 0 3 -is -os' DATE 41 Nhy.S-�/ 0 �NA L ,w . 4 W NO REVOM fff DATE M" ROLL 1 9 maw A&7�� DATUM FR 22 1D CITY OF RENTON Wo Dept CENTRAL BUSINESS DISTRICT 1 3/1•/05 SGI.A.Mill. Eft 0 APR : : 2 NY UTILITY REPLACEMENT sraa� s� MRACOMW WW AVE StS 3RD TO S 51 11 lul cr)j. 1219 0 • D-1 4 m 12 IU i I i IL BENCH -- _- I n S.D. M.H. RIM = 40.83 1.E. 6" E = 37.961 BOTTOM 34.75t NO PIPES VISIBLE SD INFO INTERPOLATED FROM PRIOR SURVEY ao m • z BLDG. # 800 = 1 STORY MASONA FIN FLOOR= 41.5 I C B RIM -40 30 W/ BASEMENT II.E. 8' W. =39.1 SD MH RBd EL =41.10 I.E. CA E./W. =36.5 I.E. 6" S.E. =36.9 I.E. 6" N.E. =37.1 SM W6 -56.A SET CHSLD SO. 0 30' BACK OF SIDEWALK 0 ISW CM. BL EL -41.11 CD DG I 00 N 36LFraeOLU CB-158 I c II. _I ^^C Y/ IM 1 30' 30' N O_ W ti (L 00 c: 0, 00 � J I La I I I LA 7 r n ;( W SD i l a p 0 U1 � � U 2 j 1 A .0 RI 7p .p I C Z Z ._ BENCH -- _- I n S.D. M.H. RIM = 40.83 1.E. 6" E = 37.961 BOTTOM 34.75t NO PIPES VISIBLE SD INFO INTERPOLATED FROM PRIOR SURVEY ao m • z BLDG. # 800 = 1 STORY MASONA FIN FLOOR= 41.5 I C B RIM -40 30 W/ BASEMENT II.E. 8' W. =39.1 SD MH RBd EL =41.10 I.E. CA E./W. =36.5 I.E. 6" S.E. =36.9 I.E. 6" N.E. =37.1 SM W6 -56.A SET CHSLD SO. 0 30' BACK OF SIDEWALK 0 ISW CM. BL EL -41.11 CD DG I 00 N 36LFraeOLU CB-158 I c II. _I SSMH RIM =40.85 CL CHAN =33.7 IE 8" N =34.1 IE 8" S= 34.0 P0lm= I W O AT C n ' � Io I w -aw. UGP /T - SD- 31 LF 8' a • 1.6E 2 LF aC a e 10X 2 LF e"' a e a3oc CO-12A 29 LF 8' a • 1.36E 3 IF a• a e 0.5X REMOVE EX IrCONC 31 LF Ir a e 1.3X 2 LF I' a e a3R C8-10A 08-208 CB-138 C8-13A 31 LF Ir DI O aalx RIM EL=40.5t 08-108 STA.1d+Za 1>4WLT CB-20A CB-13 1 1 1� 1+ 1 COW-MEET C8 -13�A 08-1 Z8 08-12 >�w E -3S.3b CO-10 w/ CONIC KU R EL -4a2t ww /ooNC �T w ,� ____� RNrI a. -4o.� aM�w E�--�� w/ COW � RI�I EL -4aot R� a. -4azt ....................... RNrI ELr4a�7t - ..... ..... ....... - - - ............... 8"E E 7t 40 .. .. .4• ..... RIM EL-lo set ..... ............ RM EL*�Oi.ot . 40 _ . a"w E -37.d �E E- 8"w E -3E3 _ EX ti'w 1E�3E7f �- �c CLAY- E E- .'lLft . _ EX 4�AIC E. E�3o.0 .......... ... .. EX. 4.11 E=UW 80E E -3850 ? E X 3 "SD _ �"� E -3� r -361 . • - ♦ EX 30�04a0t APPX EX 8 "5D PIPE EX 4 "PIPE: o UGP /T . EST EL UGP /T UGP /T - UGP /T 0 EX 4 0PIPE HOC EL Q LOC. EL - „�, �- -6 "W LOC, EL 4� - -- -6 "W LOC, EL " _ EX PIPE FROM 00 UNK a ABNDNED UNK o - ABNDNED UNK o0 6"W - PARKING LAT Z�UNK Q 8 "S 6 "W : : : : : : : : : : : : : : : ABNDNED : : : oo : EL UNK .. . .. .. . . . . .. .... .. .. . .... . .. .. ......... .z. .... " . NE.W.. ABNDNED ............. ... .. ........ .. . - 12 G UGFO 4 "G 12 "G " 2 "G UGFO .G EL. E1N UGFO: . . .4 '*C • 8'`S' UNK . . . . . . . . . . . . COC, •EL DEACTFVE EL • - - . . .. . . . . . : . .. . . . ". �Z G. . . �L .UNK . . ;.o S~W .uv�. . : - EL D ELCTIVE UNK 08-14 LOG, EL. DEACTIVE NEW w CO-13 UNK' EL UNK 8 "S , UNK UGFO � '41 Q » EL 08-10 UGFO 0 " f2 G ,,.2 DWN UNK _ UNK • EL UNK 14 W NEW. LOC. EL REACTIVE 8"S UNK STA.- 1 1467'RT LOC. - EL 8"S .,.5 _ NEW UNK : EL UNK NEW' 12 "W MISTALL TYPE 2, UNK : DwN - - NEW NEW . w/ TYPE 1L : : w/ T1rPE Z 411r : NEW RIM EL -4&4f C8 -1811 : : YAII HME F'RAW- COYER RIM EL. -41.11 : CB-12 12"I�[ E•3S.Rd . . RBI EL=4CL7t 12" N E -37.86 STA. 14+1r� 14.1�'RT 120'3 E-3lL� - . CB-20 :.........:........ .:.........:.........:......... tr N 1 3EO4 ...................... ............................... . Ir - E--� U ....................... _ ............ _ ..... . RIM ELL -TYK • ...... _ ........................... R"E E- 7.T0 ...... _ .............. . I STA. JU21.2- 13L 1r S E -3604 ce-11 37.70 a�.-4a �' W/ oONC MET EX 40E E -3IL t Ir E JE -38.20 - 12.111 E- 37.33 - STA. 15+1 1 EEX X 15OW RM -4adS RNrI EL -4a?; : 1205 E -3733: Etc 1 �S"E E�35.8 : Ex rN E 3L6 EST -120M = W 6 e-w E 3�2s i � EELm4O �' s - - ds 3e`o7' �' e'w E 37.60: � .POTHOLE : a enE E -�2s: � � 11r'N E -37.04 Z Z NEW 1r ES: IE�-�8 � - a a 5'E E 3E28 45 W W W 1205 -37.04 or � - 45 W . ................ .. ........ NEW d0 N E -37.91 ,V LLI .. _ ... .. w ...z.a; .j . <a . .. .. .. « .. Vl .. .W .. . . _ ..... fX'�w'E -3%5. .. . . ... . . .. a . ar o W : m `• m ` POIHME, �ITFY 3 W o[ (119EE 12"1IOLE FOR EX. PIPES,., z Qz g W. : j031- Q x U V W W o o � L� LI1NM LME 0 - o W ; O:T EX 6• PIPE z �• : �, i1M EX M W } �, } : FILOY SST '^ ... _ ....... .:.........:................. ...... ........ ............................... .. ;..... . .. ... 35 - - - - - -- - - --- - - - -_ _ -����_ - - -- - - -- - _ - __ _ _ _ - - ] . .:.........:.........:............ ............................... . ........�........ ....... _ - � 35 - ....... .......... �... ... 29 Ltira•af NL 124LFir0 0"s j- C) Li Ir cmr • Q.11E LF 1:"' :cP�r • a. z -91 LFIra•z 30 � EX 9� AM 4 ` CoMlx'T IEN a� ....... .................... ............................... ...... ...........................F'.. C8-15A TO S 2ND ST � � isLFiii'cm • a4w _' 30 11 +00 12 +00 AS 1 im-i slim .M11�1...... ................................................................................... .........................?3.... .................10 oc w. - -.. SDMH 13 +00 14 +00 15 +00 RIM= 0.83. rc,> � s J. sT IE 6" E = 38.16 �'P�F VVAS IE 6" SW =? RECOMMENDED FOR APPROVAL jv SURFACE WA TER ALITY aArE it ppt* a Q a low ~�SS�ONAI.� ��1 ioS �S3121105 r_... 0 ion! 1 am2W oc NO. REVWON BY DATE I VPR �� wrs � Rio► maw DATUM CITY OF RENTON aa.:wwr*v/vwft mow. o.L ROLL 1'9,_� FR 230- CENTRAL BUSINESS DISTRICT - 3/1•/°5 DAN t t id@t UTILITY REPLACEMENT NIIIIIII smw 9EwER NMAam a D -2 MIM AVE S S 3RD TO S s 4m 12 D 2 9 8 8 jAc • I J v ^^C Y/ IM W {� O N u, O_ W c: 0, -4 n C I � fi I IWO SSMH RIM =40.85 CL CHAN =33.7 IE 8" N =34.1 IE 8" S= 34.0 P0lm= I W O AT C n ' � Io I w -aw. UGP /T - SD- 31 LF 8' a • 1.6E 2 LF aC a e 10X 2 LF e"' a e a3oc CO-12A 29 LF 8' a • 1.36E 3 IF a• a e 0.5X REMOVE EX IrCONC 31 LF Ir a e 1.3X 2 LF I' a e a3R C8-10A 08-208 CB-138 C8-13A 31 LF Ir DI O aalx RIM EL=40.5t 08-108 STA.1d+Za 1>4WLT CB-20A CB-13 1 1 1� 1+ 1 COW-MEET C8 -13�A 08-1 Z8 08-12 >�w E -3S.3b CO-10 w/ CONIC KU R EL -4a2t ww /ooNC �T w ,� ____� RNrI a. -4o.� aM�w E�--�� w/ COW � RI�I EL -4aot R� a. -4azt ....................... RNrI ELr4a�7t - ..... ..... ....... - - - ............... 8"E E 7t 40 .. .. .4• ..... RIM EL-lo set ..... ............ RM EL*�Oi.ot . 40 _ . a"w E -37.d �E E- 8"w E -3E3 _ EX ti'w 1E�3E7f �- �c CLAY- E E- .'lLft . _ EX 4�AIC E. E�3o.0 .......... ... .. EX. 4.11 E=UW 80E E -3850 ? E X 3 "SD _ �"� E -3� r -361 . • - ♦ EX 30�04a0t APPX EX 8 "5D PIPE EX 4 "PIPE: o UGP /T . EST EL UGP /T UGP /T - UGP /T 0 EX 4 0PIPE HOC EL Q LOC. EL - „�, �- -6 "W LOC, EL 4� - -- -6 "W LOC, EL " _ EX PIPE FROM 00 UNK a ABNDNED UNK o - ABNDNED UNK o0 6"W - PARKING LAT Z�UNK Q 8 "S 6 "W : : : : : : : : : : : : : : : ABNDNED : : : oo : EL UNK .. . .. .. . . . . .. .... .. .. . .... . .. .. ......... .z. .... " . NE.W.. ABNDNED ............. ... .. ........ .. . - 12 G UGFO 4 "G 12 "G " 2 "G UGFO .G EL. E1N UGFO: . . .4 '*C • 8'`S' UNK . . . . . . . . . . . . COC, •EL DEACTFVE EL • - - . . .. . . . . . : . .. . . . ". �Z G. . . �L .UNK . . ;.o S~W .uv�. . : - EL D ELCTIVE UNK 08-14 LOG, EL. DEACTIVE NEW w CO-13 UNK' EL UNK 8 "S , UNK UGFO � '41 Q » EL 08-10 UGFO 0 " f2 G ,,.2 DWN UNK _ UNK • EL UNK 14 W NEW. LOC. EL REACTIVE 8"S UNK STA.- 1 1467'RT LOC. - EL 8"S .,.5 _ NEW UNK : EL UNK NEW' 12 "W MISTALL TYPE 2, UNK : DwN - - NEW NEW . w/ TYPE 1L : : w/ T1rPE Z 411r : NEW RIM EL -4&4f C8 -1811 : : YAII HME F'RAW- COYER RIM EL. -41.11 : CB-12 12"I�[ E•3S.Rd . . RBI EL=4CL7t 12" N E -37.86 STA. 14+1r� 14.1�'RT 120'3 E-3lL� - . CB-20 :.........:........ .:.........:.........:......... tr N 1 3EO4 ...................... ............................... . Ir - E--� U ....................... _ ............ _ ..... . RIM ELL -TYK • ...... _ ........................... R"E E- 7.T0 ...... _ .............. . I STA. JU21.2- 13L 1r S E -3604 ce-11 37.70 a�.-4a �' W/ oONC MET EX 40E E -3IL t Ir E JE -38.20 - 12.111 E- 37.33 - STA. 15+1 1 EEX X 15OW RM -4adS RNrI EL -4a?; : 1205 E -3733: Etc 1 �S"E E�35.8 : Ex rN E 3L6 EST -120M = W 6 e-w E 3�2s i � EELm4O �' s - - ds 3e`o7' �' e'w E 37.60: � .POTHOLE : a enE E -�2s: � � 11r'N E -37.04 Z Z NEW 1r ES: IE�-�8 � - a a 5'E E 3E28 45 W W W 1205 -37.04 or � - 45 W . ................ .. ........ NEW d0 N E -37.91 ,V LLI .. _ ... .. w ...z.a; .j . <a . .. .. .. « .. Vl .. .W .. . . _ ..... fX'�w'E -3%5. .. . . ... . . .. a . ar o W : m `• m ` POIHME, �ITFY 3 W o[ (119EE 12"1IOLE FOR EX. PIPES,., z Qz g W. : j031- Q x U V W W o o � L� LI1NM LME 0 - o W ; O:T EX 6• PIPE z �• : �, i1M EX M W } �, } : FILOY SST '^ ... _ ....... .:.........:................. ...... ........ ............................... .. ;..... . .. ... 35 - - - - - -- - - --- - - - -_ _ -����_ - - -- - - -- - _ - __ _ _ _ - - ] . .:.........:.........:............ ............................... . ........�........ ....... _ - � 35 - ....... .......... �... ... 29 Ltira•af NL 124LFir0 0"s j- C) Li Ir cmr • Q.11E LF 1:"' :cP�r • a. z -91 LFIra•z 30 � EX 9� AM 4 ` CoMlx'T IEN a� ....... .................... ............................... ...... ...........................F'.. C8-15A TO S 2ND ST � � isLFiii'cm • a4w _' 30 11 +00 12 +00 AS 1 im-i slim .M11�1...... ................................................................................... .........................?3.... .................10 oc w. - -.. SDMH 13 +00 14 +00 15 +00 RIM= 0.83. rc,> � s J. sT IE 6" E = 38.16 �'P�F VVAS IE 6" SW =? RECOMMENDED FOR APPROVAL jv SURFACE WA TER ALITY aArE it ppt* a Q a low ~�SS�ONAI.� ��1 ioS �S3121105 r_... 0 ion! 1 am2W oc NO. REVWON BY DATE I VPR �� wrs � Rio► maw DATUM CITY OF RENTON aa.:wwr*v/vwft mow. o.L ROLL 1'9,_� FR 230- CENTRAL BUSINESS DISTRICT - 3/1•/°5 DAN t t id@t UTILITY REPLACEMENT NIIIIIII smw 9EwER NMAam a D -2 MIM AVE S S 3RD TO S s 4m 12 D 2 9 8 8 jAc • I J v 00 00 0) c\j c\j I CL 40 E Go Go 04 0) N 1 a. w z N01 `07'51"E NOTES I { SD co 2666.42 SECTION LINE 1. ALL MANHOLE FRAMES AND COVERS, AND CATCHBASIN FRAMES c AND GRATES SHALL BE LOCKING. i { q _u Z CB LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS. CURB C MAY BE REVISED TO OPEN CURB FACE INLETS 3. 00 OR VERTICAL CURB INLETS. low (A 100 ALL ADJUSTMENTS REQUIRE CITY APPROVAL SD 0 1 r"3 U) i { 0 CA c 0 3. WELLS AVE S. WILLIAMS AVE S. S 2ND ST. CA { { { . MAY HAVE 6 TO 13 INCH THICK CONC., PAVEMENT AND OR BLDG.# 201 c c 6 TO 9 INCHES BRICK UNDER THE ASPHALT. 2 STORY CONC, BLOCK q 0 c { i FIN FLOOR-40.9 m i ; NO BASEMENT 4. CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITI E WHEN WORKING Z NEAR SEATTLE WATER MAIN IN S 2ND STREE T CONTACT SPU HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU CB RIM==40.06 0 SSMH RIM=40.85 2 STORY HSE. PROVIDED INSPECTION, CONTACT LAKE YOUNGS OFFICE AT (420) 255-2242. 1 LT IE 6"CONC E=:38.4 0 CL CHAN=33.7 # 101/103 _u IE 8" N=34.1 SPU SHALL BE GIVEN ADVANCE WARNING PRIOR TO THE CONTR EXPOSING SPU SSMH RIIM=39.90 FIN FLOOR-42.7 S ACTOR WATER PIPE TO ALLOW SPU THE OPPORTUNITY TO INSPECT THE _q IE S=34.0 PIPES CONDITION. M GLEN DONS IE CL 8" CHAN N/S=35.20 W/ PARTIAL BASEMENT HARDWARE STORE WILLIAMS AVE CB RIM==40-83 FIN FLOOR =40.4 IE 3"PVC E/5 =40.0 MCLENDONS CONC. BLDG BRICK BLDG HARDWARE STORE # 109/111 # 105/107 FIN FLOOR-40.4 CB RIM=39.26 FIN FLOOR =40.0 -39.75 1.5' RET. WALL FIN FLOOR 6.8 NO BASEMENT NO 1 0"DEC- ----------- - - - - -- 6 C BASEMENT ONI C W IE=37.13 CONC. WALK \ \ \ \ \ \\ �\ { GP T- c: UGP/T/TV FP C) UGP/T/TV UGP/T/ C) CB- 20B WPOTHOLE UGFO F71 T V� UGP/T/TV ­77 -0 14"DEC. 8" DEC CONC. WALK - - - - - - - - - - - - - - - - 0 UGFO CB-10B I z q PP CB-22B 10" DEC UGP/T/TV REMOVE �E UGFO- CURB - I ­ X CB 10" DEC 2" DEC 10" DEC 0 ubFu_) ucr- OC.O. UGP/T/TV 0 C.O. P CONC. WALK 0 2 UGP CPJ AND LATERAL 0 UGP/T/TV - - r_ - 6" DEACTIVE C-09 f_1% SS G G 6" DEACTIVE -2 G- C) G UGFO ? C. 0. C.O. 12" DEC xm S bi Ss (nj U) U) < Q0 _G C/01 G G U) Ss DEADMA 1�)_ - 5;4P, Ss SS SS (I co - G __TT S� c G G 2" G 12" STW HP BLOCK 0 )ADWAY + 0 G N01 *29'20PPE Ss SS Ss _SS _u G-- 6 TAP G 14- 12" HP 1211 D1 TO EX SD • G Am 0 0 i 911.75 01) _SS cf) Ss SS _SS G i cn U) 0 c­ - C 11 CB -20 0 X, V) U) G cn G Ss Ss _SS 8" n C 10 NFw 12 LIVE BY OTHERS* �0 0 U) X0 Q0 w -1 V) 0 G 0 _SS E] .0 W %Ly SD- w I 1"SD In r1_0 c 12 STW HP G 0 G 0 0 W W <1 CB 21 f%m u NEW 12" WM BY OTHERS* - G _--4-- - G 12" STIAI W 16 _W -EX 87WNI M BE ABANDON G P G U? c: 8"DEC. cyl W __W SD SD- 0 0 G -UGT 12"DEC- • cf) CURB & GUTTER W _SD F-1 0 U13T GP/T-- CB-20A W W_ S) SD - UGP/T 18 DEC. W_ SD SD EX WWki M BE ABANDONED SD UGP/ W 1 8 SD 0 CATHODIC U(-'6/T/TV 'PO-22A Efl 1�" DEC • W 14 ULU W SD SD UGP/T/T ? PROTECTION CONC. WALK CB -10A ? ED W WRING P UGP/T/Tv 18" DEC W REMOVE EX CB F- - - ---- 0 DEC W �ONC- 0 > x UGP 10 DEC AND LATERAL z F-1 W F_ x WALK UGP/T/TV DEC a- 0 12" DE 0 0 --A > 0 CL lzzl z GP/T/TV AIN LIVE 10 �7 --A' 0< I Ir-ID CONC. WALK m ASPHALT ASPHALT N 0 �u Ss 8" DEC F_ , ASPHALT < co kTER MAIN CB RIM=39.98 EX. m X 0 CONC. 0 C. 0. 1 0 -;u w _j X ZE i 1 0 IE 6"N=37.8 > N N STORM LINE CONC. CB RIM IE 6"W=37.8 SS 38-92 IE 6" CONC W=37.4 0 SSMH RIM =39.74 GF, IE 4"PVC E=39.0 BRICK BLDG. # 124 )US BLDG. S/W-36.2 _T1 FIN FLOOR=39.8 C) GRASS IE CL CHAN. C SDMH RIM ==39.39 > C) W 0 INSTALL NEW 12 SHED *SD AFTER CAUTION - 12" WATER M: IN LIVE m U) NO BASEMENT IE 8" CONC N=35.1 F- c > IE 6" CONC E=37.4 SDMH RIM=39.,2,3 SDMH RIM 40.65 EX 8 WM IS ABANDONED. AVOID DISTURBING W TER MAI F- c: I--- IE 8" CONC. S=35.2 IE CL CHAN 8" N/S==35.0 IE 15"W=36.5 m m REMOVE EX SD FROM CB-20 TO CB-22 WHILE INSTALLING NE STORM LINE F_ F_ Z: > IE 6" CONC W=36.9 IE 15"E=36.6 m GRA > REMOVE EX 8"WM AS NEEDED, PLUG PIPE ENDS SEE DESIGN NOTE IE 8" S=36.9 0 m 0 C) 0 Q0 I SIDESEWER LOCATIONS TO STA 18+00 SHOWN { � t { { 00 0 _0 RECONNECT ALL SS OR VERIFY THEY AR61E ABANDONED 1 STORY HSE. # 116 F_ 0 FIN FLOOR-41.9 0 im > > SEE S-2110 WILLIAMS AVE SOUTH Z: I CO cn W/BASEMENT CA U) 1 STORY HSE. # 110 BM 666-6 Cn > FIN FLOOR-42.2 SET CHSLD SQ > 0 r1__j I < ENT BACK OF WALE m *NEW 12" WM BY OTHERS DESIGN NO 8" SD FROM EX CB TO S W/BASEM rl-j r"j, I I N. OF N. EDGE DRIVE% SEE W-3226 MERRILL GARDENS IN POOR CO D (TOWARD CB-20) HSE. f 30) ONLY ABLE -0 TV 195* S FROM EX CB. CLAY PIPE, AGS, CRACKS, OFFSET JOINT AT 195 32 LF 8" DI 0 1.40% 3 LF 8" DI 03.0% 33 LF 8" DI 0 1.20% 3 LF 8" DI 0 3.0% CB-20B CB-20A CB-22B CB-22A STA.16+16.7, 19.01T CB-20 STA.16+17.5. 19.11RT STA.17+91, 19.11T CB-22 STA.17+81, 19.01RT INSTALL CONC INLET INSTALL CONC INLET INSTALL CONC INLET RIM EL=40.2± RIM EL=40.2± RIM EL=40.0± INSTALL CONC INLET 8"E IE=38.05 8"W IE=37.7 CB-21 8"E IE=38-00 RIM EL=40.0± ........................................... 40. ..................................................... 40 40 EX - "E IE=36.2 EST ........... .................... ................. B.". W . I E =36. D5 .......................................................................................................................... REMOVE ABANDONED 8"W a EX PIPE FROM' __j PARKING LOT EL UNK EX SD 2 G 2 G EL APPX .................... 35 EC UNK REMOVE -35, ...................... ............... .. . ............ ; .................... ........... ........ --- ----------------- - -.35. EL ' UNK[ ----------- .......................................................................................... UGFO 12 ABANDONED 81 W 0 EX 6`SD - UGFO LOC, EL 11 j5t 0 12"G 8 S r" . EL APPX LOC) EL *8 S fl_� DWN. NEW 12" WM 5' UNK UNK DWNI 'NEW 12 WM ............. ............. -------- ------------------------------------------------------- ----------------- -- ........................................................................................................................................................... ce-ii CB-10 Ek SDMH RIM=40.65 CB-20r - -ADJUST CB-21 CB 21 CB-22 EX' SDMH EX SDMH EX. 15PW IE=36.5 - STA. 16+17.5,.14.9$RT - FOR EX 6wSD. STA: 17+44, 14.WRT STA. 17+81, 14.4!RT - RIM EL=39.39 RIM EL=39.23 EX' 15 "E IE=36.6 - INSTALL TYPE Z 48" - IF VOSD IS NOT LIVE INSTALL TYPE Z 48" INSTALL TYPE Z 48" - 8" - S IE= 35.2 8"NS CL CHAN IE=35.0 EX. IrS IE=36.9 RIM EL=40.3:k DELETE CB-21 RIM'. EL=40.2* RIM EL=40.1 8 - N IE=35.1 NEW 12" S IE=36.9 12 "N IE=36.6 1 rS IE=35.97 I rS IE=35.80 6" - E I E= 37.4 0 0 0 - NEW ar N IE=37.0 8WE lt=37.60 1 rf-4 IE=35.93 EX IrN IE=35.85 EST.' W IE=36.9 ............ ................... Of. . - GROUND EL -AT w LO 6 . . . . . . . . . . . . . . of CO . . &� .0 - 9 - - - . Lu Ww uj LLJ < S*W- IE=37.60 ................................................... .................................APPRO ....................................................................................... ..................... EN 6?W IE -36.3f -EST ..... Ir- E [E=36.0 ... z 01Z 0 8 W STREET CL X) -= ) 0 bj WW !E=37.60 0 YX GAS FL UNK ---J:�_- 0 cn (If C�c Z Q- WS PWR wo Z uj fL CK a_ I J__ EL UNK Lu o _1�i 00 bi �F w 0 0 M < CATHODIC PROTECTION EL UNK EL- .0 LU 4-- 0 C) F9 SS (If 0 < �- wo �7 = 8 „W UNK ul wl U] 0 Cn WIRIN�, EL UNK SD LATERAL ui W j :1-? co __j m uj U [r :1, (-)0 00 E-L SS ws 0 Ld Z Lij C14 N. C-) EL UNK h- I- Oro ABANDONED - ------ - - - - -- GAS ? UNK EL UNK EL UNK 'SS, co _- -- -- - - - - - -- - - - - - - 7 - - - - - - - EL UNK - - 7"----- - - - - EL UN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - -- : - - - - - - - - - - . . . . . . . . . . . . . . . . . . 7777 7- ------- 40 X F 1 X C-4 0 0000 10 0 ! ! r -I 0 0 0 : : : : : I ! : : : - i - 0 a: 0 0 0 La --8'S-D 8 ___t ---------- -- --------- -------- -------- ------ a _ I I --------------- ------------ 0 -------------------- ------ cl- 0 ------------- ----------- 35 0 0 0 8"SD un LL_ a -4� :[I- - - - - - - - - - -- __---------- 0 0 __0_0 . . . . . . . . . . . . . . . . . . . . . . r). . . . - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - -- -8 - TSD 35 Q j 0 C-- - - C-1 [I - I CL el- . . . . . . . . . . . . . . . . . . . . . 7It- . 0- L-F - - -1 - L0 3: _ff) LO L0 L0 0---m 0 C) 0 > - >_ 0 0 0 < 12� Z __j - < >_ L_J z < I _jP o 0< LO (_0 cn 0 12 M ( < PLUG -) - - CD 0 1 0 0 U LO 0 Ld -i < 0 (0 CD - om co < 0 => CONNECT NEW".CB 30 :E (If OW TO EX-SD - - - - : : : : ................................ ............................ Q0 30 < -1-26- LF 1-2"- CPEP - 0- 0.507-ar ................ .37 -LF- 12" -CPEP- 0 0;35% - ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ co 3: 11 0 REMOVE EX 8"SD 12+00 REMOVE EX 8"SD 13+00 14+00 15+00 OF WA EXISTING UTILITY LOCATIONS IN S 2ND ST FROM �� �y @INSPECTORS NOTES FOR MERRIL GARDENS WATER MAIN CROSSING A scmr _- RECOMMENDED FOR APPROVAL A ADD 12"SD FROM CB-20 TO CB-22 DC �5/20/ R J S sumEym: VERVICAL NAVID 1988 xmm to MMOWM-- NAD 1983/1991 ((PT ADD NEW DRAWING D-3 DESK;W&. 1 =20' 40016 CITY OF CENTRAL BUSINESS DISTRICT 6/13/05 ADD UTILITES ON PROFILE NORTH OF CB-20 FR M NO S FROMI DC RMDBOM- MAL Original Plan Signed by DANIEL CAREY 6/03/05 12 319 WM CONTRACTOR,, LOCATIONS APPROX. DC 6/13/ 5 mvm: nr. RENTON I Armi=KAPKIT pmw__ I Ftr4m PLANS sirmpm BY: CHIEGIOM: ONE INCH DATU M DRAWING NO: SURFACE WATER UTILITY DATE WMAM J. SIMA ON-.6/C0/05 DC, MB AT FULL SCALE Planning /Building /Public Works Dept. PE P9M7 EXPIRES; 10/16/05 IF NOT ONE INCH STORM SEWER REPLACEMMENT D-3 NO. REVISION BY DATE AP P R N"wvm ScmE ALCOMMAY SlIrm: OF: RCS WILLIAMS AVE S ( NORTH OF S 2ND 5B 12 ID P988D 0D I j NOTES N (f) \/ / I 1. ALL MANHOLE FRAMES AND COVERS, AND CATCH BASIN FRAMES AND GRATES SHALL BE LOCKING. N • I 2 CB CURB LOCATIONS MAY BE REVISEDAY BE STED TO O OPENAVOID CU CURB INLETSWELLS AVE S OR VERTICAL CURB INLETS. ALL ADJUSTMENTS REQUIRE CITY APPROVAL Q 3. WELLS AVE S, WILLIAMS AVE S, S 2ND ST. JV MAY HAVE 6 TO 13 INCH THICK CONC. PAVEMENT AND / OR 6 TO 9 INCHES BRICK UNDER THE ASPHALT. I M u.H. wu-wxm 4. CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING LE 6' 5E-36.2 � z NEAR SEATTLE WATER MAIN IN 2ND STREET. CONTACT SPU 48 HOURS BEFORE 1ST SAVINGS BANK I 30' 6' N.E.-3e.2 BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU U x IE 6 E/W..-3J.J ! j BLDG_ Y 201 -20% r ;� PROVIDED INSPECTION. CONTACT LAKE YOUNGS OFFICE AT (425) 255-2242. qN F o -4 Ei /r SPU SHALL BE GIVEN ADVANCE WARNING PRIOR TO THE CONTRACTOR EXPOSING SPU PLD G e2 WATER PIPE TO ALLOW SPU THE OPPORTUNITY TO INSPECT THE PIPES CONDITION. SI R ASG.ARY r LG R US CB -3B 3 1311 5 u C '.'ED PREVIC' REMOVE EX CB, LATERAL 1Sr SAVINGS BANK 1 0 0 I�I�,L_ uo:v BLDG. ry 225 ADJUST LOCATION AS NEEDED Bank BLDG H 201-207 I RL:.-43.es \ FIN FLOOR =43 0' Oil -Water GRAVEL Ili" A NO BASEMENT ' 1 131 DG. zz9- z27 /2 I Separator j A6PHALT ILS (BLDG- A 23'. FIN FLOOR 43.2 BLDG. I,.' 227 \ j Iw� \L�\�\\ \\ \ \ 'J BASEMEN4i0 P/R OCCUPANT BAPERTHFR -43.1 \ BSIRHOCEMENNib z 5 ` ASPHALT ExCB RIM=41.40 ' t L Co. RIM -4127 RN FLOOR - Il IE 8" CONIC W=39.2 - y LBASEMENT E 40.6 tl- FLOW FROM BASEMENT �� / 0 asaNaLr IE 8" DI S- 39.63 pum CLOT A,PHAu N FLODR=43 \ \ \ oN o Li °j bZ - ,� �E aPCGIC N k .TERd--- - --- JGTD. Q-- - --FD ----- =6D='� -- - - I - \1� _ CB -4B err -I -b OIC was. o b hT`% © ISI -r o.- --F.o.-ry � - - -_ I:a %... - _- _ -- - q� Im SS-- -D _ 5 --�- - ] - - -- c __ _ -_- _IA OI °29'08'. _._ (F" oracnviacol c -_ A case w�cv�ECB-1B j sD i; _ _ _ H D 6 560.16 - ' v i _so - _ - 50 -SDS _�_ _SD_ - noarvoouEo 6" case e c -re � R OVE CB ro REMO EX CB,y - - - 3 - _ - M sD CB 2A 1 6 CI 6" DEC. �.i 6 OEC. 6- DEO. �� PpVG :IAIk 6 OEG. DECD fi' OCO�� 6 L,7. III I 1 3 rB%wL0 2L\2.8L \ LDG „234 \ r3 -IN # 230CB-4A \ BM FLO,OR2423 BLDG. ,y 220 \ BLDG. �� 212 \ \ \\ \ camc 'mnLx 1� \ o \ FIN Loon -43.3 \ VIS --- UP ANT W/ BASEMENT TO A FIN FLOOR -43.2 v " BLDG. y 210 CB -1A � _I ,�-{-r= \ BLDG 232 REAR OF BLDG BLDG. " 216 FIN FIG 43.0 FIN FLOOK=42:5 REMOVE EX CC ' Ij C No BASEMENT LOWER LEVEL ® E 'A v Pn. - FIN FLOOR ¶r _ \ FIN FLOOR -4 DRAIN W/3' PVc PER OCCUPANT PER OCCUPANT AND LATERAL TO SIDE AIR TYP. NO BASEMENT SIDE BLDG I I (27 a' c S.D. M.H. wM 42.55 E. SIDE ROAD W RESTROOMS I LE N-40.2 L IE 6' E-40.2 ELEV: 40.4 IE 6• N.W.-39.9 I BLDG. 206 V� FIN FLOOR -423 E 6' SON. -39.1 CB -3A e• canc 6onaM -3zzt REMOVE EX CB J AND LATERAL SDMH RIM -42.10 J) 10 e. RIM #230 PRIVATE DRAIN LINE #226-224 O3 IE cL CH IN 1z• s/w-3z6 1 01 LE 60 W.-41'2 DRAIN TO CB Ex CBs ROM ROOF o BETWEEN BUILDINGS, TO I III CB PUMP BEHIND 230 (ROOF?) TO GUTTER (typ) z Ica:c. / # nsVnnsT - CB -3 �30ti 30 STA. 22+93, 6.6'RT CEI '� ^ m CB -4 / N REPLACE EXIST CB STA. 23+69, 6.6'RT ___L____ I I I REPLACE EXIST CB � I 30, ------.1 W TYPE 2. 48" CB 2 I BM q66 -56.B - . I W/ TYPE 2, 48" CB CB -1 SET HSLD SQ. IN BK STA. 21+87, 6.6'RT EX 12"N IE- 9. 39.06 AB RIM EL= 2.87 42.78 AB STA. 25+41, 5.9'RT OF SIDEWALK ®SW COR. INSTALL TYPE 2 48' 12"S IE= -3 0 39.16 E% 12"N IE= 38.48 I INSTALL TYPE 2, 48" �±��6/jj RIM EL=42.0± 41.97 AS I 2' SD. COLUMN EL=43.04 RIM EL= 2.9 43.00 AS 8"W IE=3 0 39.16 I EX 12"S IE ± 38.68 EX 12"N IE- 7.7 37.77 12"N IE='"'1 39.40 8"E IE= 9.5 39.76 12"W IE=3 8 38.78 8"W IE -3 . 0 3.50 O 8"E IE= 9.5 39.08 EX 12"S IE 37.87 12"E IE- 39.50 CB -2B 8 W IE=3 . 37.97 14 LF 8" DI ® 3.427 Not installed due to Conduits 233 VIE IE- 9.0 37.97 22 LF 8 DI ® 4.369. 25 LF 8" DI ® 5.40% 9 LF 8" DI ® 15.69 ____.. ............t2_LF .12".. QL.®:LS, 0.2%......... found under wrt __.. __ .. .._ :... .:.. ..--: C8 -4B ....... ... : .........: .: cB-36 CTAW22+.:.:. ...... ...... ... .. .. ... - .. ..... ....... .. CB -4A .........:.... ... ....... .. .:GB 2A:: ..... - STA 18.4 LT STA.22+60 18.0 LT STA.22+8 19.3 RT - .... ..: STA.25+41; 18.8'LT 22 LF 8 DI ®'Z>zJ 277 10 LF 8" DI: ® 176%- -INS. ALL: ISO REPLACE: .::: STA.211+90.8 2}.5 RT :::::REPLACE EXIST :CB : :REPLACE: EXIST CB :: : - - - - - - STA:23+69 18.8'RT - - - - REPLACE EXIST CB CB -1A' ::.. ....: . . . . . . :. INSTALL: GO,NC.IN[ET::.... ... - . ..... :::. ... - - .. .... .... . INSTALL CONIC INLET ..... . ON N Y . ... ... .. .. - :... ...:.. . . . . . : 1--__.. -- = . .. - .... .. ..... ::.:W.0 .GHEE.. :: :: .STA 25+1 .. - - RIM EL _ 42.36 AS �-}- _ W/ CONIC INLET _ W/ CONIC INLET - - .... STA 25+41 }9d'RT:: - - - r .... � ... .... _ ........ ..RIMEL=... 41.79 AS i ....... � ... .. - 8-E IE ._ _ _ 40.56 _ : _ .. .... ::: MIN LID -1 INLET FRAME RfM. EL- _ . ..42.10 AS ...... :.. .:...RIM EL- 42 04 AB' _from - " RIM EL _ 41.47 AB - --- - REPLACE EXIST CB' ' - Ex Sepa:Bank �: : - _ 40.19 " : " " " " " " " "8"E IE "_ "39:57' : " ..... ..:... ... . - - - - ... ..... : RIM EL= '42.02.AB ^ . _ 40.81 - 8"W IE= 40.24:. 8 W IE�� ..... ...... ....... ... .. :: W/:60NC :INLET:: . :.... .. ... 12"W. IE � 39.52 :.. ' .. E IE- 9� .. .... .. o0 -water' Separator ...... ...... ... - ..RIM ? ........SDMH.RIM=.43,1@ ..:.:.:. ...:.:.:.: ._.:.: -.- .:.:.:. :.:.:.: " IE .3 ...:. .:__.:.:.: ....:..:.:.. PGP .:.:.:.:. ... o: - EL= 4133 AB ... ......:4:©... -UGI .8E IE= 39.67 ..........:...... UGT.:. .... APR%:' 40::........ .., ... ._ :: UGI> 40 .:. __... ...... .. N�IE- .. .. ...8"W'IE= 3973...... 40 ._... .,......8 .:. X396. . .... IECL CHAN8 E/W=37.y - ..... ... ... . ::.........:..LOC. ARPX.:...... :.........: ...LOC. .:.........:........ EX i2 SU .... .... o .. ..... .. . oc- APPX- �4"PVC .N IE -39.7 - CL JNK --. LOC APEX - Jib-yiY� 6' co 10 .....I DE'S E)_ .... .... ... _ .... ....... .. . EL-UNR ..... UGP.. ... ....... .EL UNK ... .. ..... .. ... .... .... .... ... ... � .... ..- ....IE 6"CONIC NEI ..:.... .... ......--....: :: :� .:::. .... ... O. ...... .... UGT ... ..... ..... .... .... .. .... ..- jf :6 ',J. : FI LINK U. 9` � /Byi)aID' .... ... .. ... ..... . . .6 G .. O 6 W .. .................. ... 1 - ..ABNDND ..... .. O 6 V ....... ....... .... ...... LOC APPX \UGp...... .... - - - oc APPx .... .. ....:... ....:... ... .. i:. .:: .... .. .� " .:. :: " ..... .... - .... :...... .:. EL .... --- OEACTIVE 8 S ABNCND 6 G 0 12 W- PO THOL.. fi G _ _ABNGND lNK :O: .. ..... .... - - - . ..EI 'UMC( 12"W .. .. ... .... .. - _ ... .... .::EL UnH 12"W:: 'L0. -'PTX - - ..... . ... ... - - - NEVJ NEW .. .. ... .... - DEAci VE B'S :. NEW :.:1 5 TO. FOG .... DEAL TI VE 8S.. NEW:... ..... ................. ....... .:EL ULK. ... .. - - . . EL RED NEVI..: 1.7 TO 'TUP EL UNK NEI':: .. ..... ... .. G G :12'W .. .. .. - - -..:.:_lH .T.... - .__. ___ ___.. .. __ ___.._..... ........__ _....... ..... .. ... - .: POTHOLE .RESULTS ... ......... ........ ......... ....... ....... VE 8 5 6"W: 20' TO FACE OF CURB, :_3.3' TO TOP PIPE ::: ::: ::: ... ::: ::: ::: : : :.. ... ... DEAG,I NEW::: - .:UCP: 0.5' TO FACE of CURBP:-2.5 T0. TOP: PIPE ... ... ... ::.... .... ... .... ....... ....... ....... ... ....... ..... ....... - - . . E�.IYJK NEW - :.........:.. .......:.........:..... (2p ITE CONDUIT)...:. : ... ....... ...... ....... .. ....... .. ..... .... ..---.... _I ..........................- ............. ..... ... ..- .. :: ... : .:,I :: ..: 'CONNECT NEW CB ::: ..: .: :. ................ . .... .... ... ... .... ......... ..... _..... _... .____.. .___ __. ...... ....... ......... ................ _. .__.. .___.. .__.... ... ____. ....._..... ........ ..... ... ._ .. - rI �o 45 . ... I _ ... ...... ............ ... - 45 s: .CONNECT NEW CBCONNEGT NEW CB- .... .... ....... ..... .... ...... .. ....... ...... .... ...... .... ....... ot:E ....... ....... .. ..... .... ... ... ... .... ...... .. ...... ..... : TO EX SD. 2. LOC TO EX SO 2' LOC)�`__ o -� -. . - . - -. . - . . - .- . . - -. .... ... ....... w - - - .. ...... ... - - - - ... .. ... ....... ........ ��: .... ..... ..-.. .... .. ...... .. ....... ...... .... .. .... ...... .... ... zo a... n \4FF ... ..... .. .. ....... .... .... .. ... .... ... .. Ijs F _... __ ...... ......... .....L... __.... __. pp _. .. .... _. 40 i ,z so ..:.:.:. -40 FX - • s - __ _ __ E%125D- ' - .. .......: ...... ......12 'CPE.'®Tiil>. 0.23%:. ... ..... ...... ..... ... .. .... ...... .... - ._- ,... .. . r T 35.Ll --: 5 M RIM --42.55 ..:. ....... ....... ...... .... .. ... .. ::. .. .... ...:::: .... ...::. .. .:: ..:..... ... ... . .. .. ..... .... ..... ... ... ...... ...... ..:.. _ ::...- IE 6'N=40.2--.-: ............ .... .... .... .. .... .. .... .. ... ... .... .. .... .... - ::_:...IE:6�E=40.2--::i - ..... i.:::.:: i:::::: :::: :: .. :.. ::: .::::::i ::::: ::::: .... ... : : ::: `o ----. IE 6}NW=39:9...:.........:. .... .. .. :.........::... .. .. ....... ....... ....... ....... ..... .... .... ... ..... ..L .::.. .... -- o IE: 6� SW:39:1---.: .... ..... ... .... .... : : .: .. .. ... .. .... ..... .... ... .. ... ... .. ... .. ... .. .. .. ... .... .. ... .. -- v.... .. ... ---- 30 - - 21+00._... 22+00 D 298804 23+00 24+00 25+00 U N a' 3 " CENTRAL BUSINESS DISTRICT �m m 1 •,=20 xoR¢w'. x'n 1em/,9si �� 3/14/05 RECORD DRAWING ��� CITY OF ORIGINAL SEALED 3/15/2005 6RWM:°C \ mk RENTON UTILITY REPLACEMENT BY LYS L. HORNSBY RECORD INFORMATION PROVIDED BY SURVEY 3 AS -BUILT: Revised CB Locations ar sury u ated DWC 3-31-14 DWC DC oeuw AND OTHER INFORMATION PROVIDED BY CONTRACTOR elevations (ABI redraw profiles, romoved old in o, other leanup c anges. CNEGaII. O1E N°' DATUM Planning/Building/Public Works Dept. STORM SEWER REPLACEMMENT D-1 23169 � If NJ! CME MM NO. REVISION BY DATE APPR ARRRwm saLE 1NCLYsun: WELLS AVE S (S 3RD TO S 2ND) 4 oR 12 �jyD-21388D 1 � � p Z n00 M O z m� =z> > D 3 o z N � m m Z M i 0 w m z Z m n � \/1 p mo n00 M O z 9 a =z> > D loty o z N � m m Z M i 0 w m 0 Z NNmm m C a z M W m 3 03 z R1 z M I I C r \/1 S n00 m z a =z> > D loty o v, _ N � m m Z M i 0 w m G aanrn BID oao NNmm m 7 z M W r S a M o D G nN 2 co 00 Cf) 1. FRAMES AND COVE 3C 30' A N01'28'20"E 265629' CALC. - - I NOAND GRATES SHALL BE LOCKNO.RS, AND CATCHBASIN FRAMES V A 01) nl 2 OB LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS. CURB CBSMAY BE REVISED TO OPEN CURB FACE INLETS -7 OR VERTICAL CURB INLETS. I v \ Q BLD 724 C ALL ADJUSTMENTS REQUIRE CITY APPROVAL ? 2 SICRv AI ASON nRY WILLIAMS AVE. S. ' 3. WELLS AVE S, WILLIAMS AVE S, S 2ND ST. \ u I FIN FLOOR 41.0 MAY HAVE 6 TO 13 INCH THICK CONC. PAVEMENT AND / OR \ \ APPARENT 6 TO 9 INCHES BRICK UNDER THE ASPHALT. \ V BASt 4EN'T HI DC y 201 8p A 2 STORY COLIC , BLOCK I \ FIN FLOOR -40.9 4. CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING No BnSEM ENT BLDG. # 72 z" 231 NEAR SEATTLE WATER MAIN IN S 2ND STREET. CONTACT SPU 48 HOURS BEFORE \ C CB RIM -41.12 I s { CRY Vn_CNAItr BEGINNING CONSTRUCT ON WITHIN 20 FEET OF SEATTLE WATER MAN FOR SPU \SS -I (COT .cove; FIN FI OOR y 231= 40.9 IE 3 PVC E/W-40.3 PROVIDED INSPECTION. CONTACT LAKE YOUNGS OFFICE AT (425) 255-2242. \ I "- M RIM=40.80 FIN FLOCK ,T 229=41.1 CB RIM=w.80 SPU SHALL BE GIVEN ADVANCE WARNING PRIOR TO THE CONTRACTOR DPOSING SPU \ ( O A IE 3'PVC E/W-40.0 W/ NO APPARENT �IE 3'PVC E Syn R 141.25 /w- .o WATER PIPE TO ALLOW SPU THE OPPORTUNITY TO INSPECT THE PIPES CONDITION. S III X \ HAS�MENT r C IEN C/S_114 VA BLDG, ° JJs EB RIIA=4, 21 A CAUTION 3 STORY CONC BLDG. IE YPVO E=41.4 \ ACCESS TO FIN FLOOR 41.7 \ \ \ UNDERGROUND 12" HIGH PRESSURE NC BASEMENT BUT SOV.E CAUTION ""-"L' VAULT GAS \ MAIN CABLE VAULTS UGT AND FIBER OPTIC CONDUITS, CB RIM -41.08 \ 1225 POSSIBLY ENCASED, POTHOLEAT IE 3'PVC E 5 40.3 \B C ALONGENTIRE BLOCK STORM PAPE / CB RIM=40.83 / one ro SUMRAT - - r� - LCo——UGP - °NC. Y/"LK U -UCV V sole. -Ler r— ��' a _ P I�y.��°E� �\ t J/�— \','/..��, al life —\OGO —i or'E��cuners \r`✓ ucP- p _�C. - -Fl -� _- LCFO 06-156 - � V - —. -- \ _ -- �I _P/ —I —.\ \\ 6..DEF \ \ I IE 3'P C E/5 40.0 A l ro:N `I _ —mac c : Tx 10 Dec. - REMOVE "sP 1,%LT RonovoTv _— VEE%C� _ �,�.�t+ G� .-- _ _ Aucea _ I�- �uar0 coa cn,e - _FPl .!`PLUG —� CB -12B ORIGINAL SEALED 3/15/2005 BY LYS L. HORNSBY 23169 RECORD DRAWING RECORD INFORMATION PROVIDED BY SURVEY AND OTHER INFORMATION PROVIDED BY CONTRACTOR REVISION mmm mm 0W.- nup c anges.11 aEa® BY I DATE I APPR .'sPaom 1"=20' X01 `10119 ''�" & CITY OF CENTRAL BUSINESS DISTRICT jI RENTON UTILITY REPLACEMENT O11E "°' DAIUM Planning/Building/Public Works Dept. STORM SEWER REPLACEMMENT IF WCNEl I $WE NELY WILLIAMS AVE S (S 3RD TO S 2ND) 3/14/05 I oRiv.c w. D-2 5 X12 8DE v ? C m � O >a> p Nn o D m , z N m Z mN Z M W n zi r >yz 8 a O >a> p Nn o D m , o N D Z mN Z M W zi Z m i m n r >yz a O >a> In C! vN Nn m o w Do n D _a m N a , a p N X I 6 ? Z > m 3 � z M W O v a T o D � Z � Z co 00 N N r CB RM.M.53 IE 3'PV E/$=/5Q - A- [ REMOVE E AND LATE g A c.l 12• IN 7R ED CB 11 5, c - - NOTES 1. ALL MANHOLE FRAMES AND COVERS, AND CATCHBASIN FRAMES AND GRATES SHALL BE LOCKING. 2. CB LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS. CURB CB'S MAY BE REVISED TO OPEN CURB FACE INLETS OR VERTICAL CURB INLETS. ALL ADJUSTMENTS REWIRE CITY APPROVAL 3. WELLS AVE S. WILLIAMS AVE S. S 2ND ST. MAY HAVE 6 TO 13 INCH THICK CONC. PAVEMENT AND / OR 6 TO 9 INCHES BRICK UNDER THE ASPHALT. 4. CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING NEAR SEATTLE WATER MAIN IN S 2ND STREET. CONTACT SPU 4 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER AIN FOR SPU j I I ssw m. -ao.as - + - N01 -07.51-E - =za >b J m c e N c4.1 v 3 0 0 n , 2668.42' SECTION LINE WATER PIPE TO ALLOW SPU THE OPPORNNITY TO INSPECT THEA PIPES CONDITION. 1 n N IT a s sa-o I i N z -' 3 HARDWARE STORE 1 POTHOLE ES 31 FIN FLOOR =40.4 FIN FLOOR I Ill_, UGFO AT CB -20B Y CB _ IS' RCi. WALL 2LS-3: CCNC. BLOCK FLOOR=40.4 i RI M=39.25 IE 6' OONC. EaW.B ucP/r/rv_—. C_COR=4v9 Samir NO 1 I' i r All CB RM.M.53 IE 3'PV E/$=/5Q - A- [ REMOVE E AND LATE g A c.l 12• IN 7R ED CB 11 5, c - - NOTES 1. ALL MANHOLE FRAMES AND COVERS, AND CATCHBASIN FRAMES AND GRATES SHALL BE LOCKING. 2. CB LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS. CURB CB'S MAY BE REVISED TO OPEN CURB FACE INLETS OR VERTICAL CURB INLETS. ALL ADJUSTMENTS REWIRE CITY APPROVAL 3. WELLS AVE S. WILLIAMS AVE S. S 2ND ST. MAY HAVE 6 TO 13 INCH THICK CONC. PAVEMENT AND / OR 6 TO 9 INCHES BRICK UNDER THE ASPHALT. 4. CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING NEAR SEATTLE WATER MAIN IN S 2ND STREET. CONTACT SPU 4 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER AIN FOR SPU — ucP/Tilt'-- ©— --- CB -20B iNI �n Cc- cu IJGFO 6OEACLVF _T U s�{� �� m c -Ss N_o1-29'2WE t2 IiP_.. 911.75' I_ _ a� CB -20 NEW 12' WM LIVE, BY OTHERS - SSMH RI"1=39.90 IE CL 8 CHAN N/S=35.20 GOVC. BLDG # 109/111 FIN FLOOR -40.0 �.� NO BASEM BNT BRICK B # 10 /1' 7 FIN 0 R 9_IS NO 34SVEE -ucP/T/Tv - -_- ucr=I/T/Tv IW occ ucP/,/TV IDDEC 12" DEC oc.o- g CB -22B 5s ss II� 514'/ HP B-22 NEW 12' WM BY OTHERS* CA 2 SIC S 3 'L 2 A DEC o u��n �' y I '� /TV— �- U O -.—SS- _ ss �.- — � - SS o -ss —i_ ° :z' s. _ J *1 e 0 j I I ssw m. -ao.as WILLIAMS AVE. S PROVIDED INSPECTION. CONTACT LAKE YOUNGSOFFICE AT (425) 255-2242. PRIOR SPU SHALL BE GIVEN ADVANCE WARNING PRIOR TO THE CONTRACTOR EXPOSING SPU =za >b J m c e N c4.1 v 3 0 0 co m m WATER PIPE TO ALLOW SPU THE OPPORNNITY TO INSPECT THEA PIPES CONDITION. 1 n N IT a s sa-o n m -i 3 HARDWARE STORE 1 POTHOLE FIN FLOOR =40.4 FIN FLOOR I Ill_, UGFO AT CB -20B AR HARDWARE ARO WARE ARE STORE CB _ IS' RCi. WALL FIN FLOOR=40.4 i RI M=39.25 IE 6' OONC. EaW.B ucP/r/rv_—. � � A co:vc ./ncv — ucP/Tilt'-- ©— --- CB -20B iNI �n Cc- cu IJGFO 6OEACLVF _T U s�{� �� m c -Ss N_o1-29'2WE t2 IiP_.. 911.75' I_ _ a� CB -20 NEW 12' WM LIVE, BY OTHERS - SSMH RI"1=39.90 IE CL 8 CHAN N/S=35.20 GOVC. BLDG # 109/111 FIN FLOOR -40.0 �.� NO BASEM BNT BRICK B # 10 /1' 7 FIN 0 R 9_IS NO 34SVEE -ucP/T/Tv - -_- ucr=I/T/Tv IW occ ucP/,/TV IDDEC 12" DEC oc.o- g CB -22B 5s ss II� 514'/ HP B-22 NEW 12' WM BY OTHERS* CA 2 SIC S 3 'L 2 A DEC o u��n �' y I '� /TV— �- U O -.—SS- _ ss �.- — � - SS o -ss —i_ ° :z' s. _ J *1 e 0 C �m Io N � 'z Z =za >b m m p 0 zN �^v,mz 3 0 0 co m m n 1 c r n Io N � I2m$ Z =za >b CD C IUC m 0 zN �^v,mz 3 .3 m Es co m m cn� � 1 n N c r n m m o =za >b CD C I >jr 0 zN �^v,mz Z cn� � 1 o O a N v n n n m -i 3 z n n m o � CD C N Z Z