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Home My WebLink AboutD-29880300 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