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HomeMy WebLinkAboutS-394918CONSTRUCTION NOTES: N I r U V) N z O V) w w w w 7 J w Q O M ri M N O N O \ M i U) (1) 0) 3 70 U) U) i N N i Q) a� 0 Q U N a� V) r� a a 0 0 0 ry N N i 00 V) U L �I w IE 28.7 S, 6" CO _S D- DM 2�8 RIM 0.86 IE 21. N, IE 21.2 E 12" I p5 BOT OP RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 1\ 110/26/20221 JJM I RECORD DRAWING NO.1 DATE I BY 35 30 25 20 15 10 MIC 264W ' _)� I MATCHLINE STA E5+00 SEE SHEET SS-12 wl S 2ND ST E G----� G-----G-----G-----0(78- �_ - -- - P UGR - - x - UGP - - - - - - -31 — — - - - -T - - - T GP= —U - - - - UGP- _ 6 — - -32 t CD -I-- - ------ --- - -------- ------�---- - 1- - - - C) CD RPL#3 66" STL 32 x 111 - ------ - __ -- --------- - `l�GfF = - - �6 - - I ------- SD H r STA E5+94 1' LT 10 -________________________ I _IE - SSMH #24 CRPL#1 66" STL ------------------------------- 1-48" DIA MH - I - - - - - - - - - - - - - - - CRPL#2 51.5" STL - - - - - - - - - - - - - - - - - - - - 1654 - - - - - -- - - - - - - - - 69 E,12"PVC - -- --UGP --U - UGP— — — N, 24" CONC G - - S, 30" CPP vGP/ x— �x I CD —x— - 1 - _ O__ _ _ Z U: _ F 12' CIPP SS1 - - E7+00- - - - - D - - - --SD ---- D - - 17 10''W 10"1CB3200§3p/ VN 0„W 10, cn 17 5/ SS H 27758 17 m - - S 17 - - - RIM 31.56 RIM 31.27 � 12" CPP IE 4.8 W, 6" IRON IE 27.2 E, V2" CPP 30" CPP IE -CON IE 27.1 S/12" CONC 30" CPP IE 23.7 S-E ® CL 12" IRON / o / CB 32002 H 65 RIM 31.13 IE 27.9 S, 12" CPP 31 8 »CPP / L / CB 32001 8. / I g. " CPP RIM 31.62 / / IE 28.2 S, 6" PVC / IE 7T6- -, 12 CPP IE 27.6 E, 12" CPP -5+ 13, 0' RT IE 27.5 W, 12" CPP 1 #6476 DIA MH / 759 / 7 PLAN 0 10 20 40 60 SCALE: 1"=20' O 00 W Q U) V)�- w W w z= i--I w w _ U) U Q a U) a a N LO U U) (n X x xEXIST GR @ x x w w w CL w w ROW -- 1 + - ---- -- - --- - - ----�--- -- - ---- ---- -- ----- -� ---- O + Ln 00 N Lu LU Q Q U) LO U) U) � U) 0 E IST 12" C AY E IST 12" C Y U) ww ww z z= 81 LF 12" CIPP SS 237 LF 12" CIPP SS @ SLP=0.1%_ LO @ SLP=0.4% LO wLu J Jw Lu U) = = U) U U Q EXIST SSMH 6476 SSMH #24 10 Q STA LT STA E5+94, 1' LT E5+13, 0' RI =31.73 RIM=31.45 3+.6 IE(IN)8" S =23.93 IE(IN)12"(S)=23.57-2-3-�� IE(OUT)12"(E)=23.61 23-F8 IE(IN)8"(W)= 5.91 25-:F8 IE(OUT)12"(N) 23.93 IE(OUT)8"(NW)=24.60 z�4-88 E5+00 E5+20 E5+40 E5+60 E5+80 E6+00 E6+20 E6+40 E6+60 E6+80 E7+00 E7+20 E7+40 E7+60 E7+80 E8+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW IF THIS BAR DOES DRAWN SEE NOTE ON NOT MEASURE 1" TTT murmt ra THEN DRAWING IS CHECKED COVER SHEET 7SMlh NOT TO SCALE EA m 35 30 25 20 15 10 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 AND 106 14 GROUT NEW PIPE INTO EXIST SSMH W/ SANDED ADAPTER AND RE -CHANNEL SSMH, SEE DETAIL 1, SHT SS-42 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 17 DO NOT REINSTATE INACTIVE SERVICE LATERAL SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 101 S 2ND ST SSMH N: #6476 E: *SS NO. SPECIFIC TO THIS SHEET PARKING LOT EASEMENT SEWER PLAN & PROFILE STA E5+00 TO STA E8+00 S-394918 SHEET SS-13 62 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021