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HomeMy WebLinkAboutS-394930CONSTRUCTION NOTES: N r U N U7 V) N z O w LL LL w 7 J W Q O M ri M N O N O 00 N i U7 V7 01 70 V) Q N N i a-+ a� a� Q i N a� V) r� a a r) 0 0 a� ry N N i 00 V) U a� 0 L �I w CL 230 a 32- — CD I G — 32- Il a CD �� I — — — —31 — u W "W CI a 12 0 12"W Cl 1 ' 0 0 32 .... .... ... �� ... .... II 0 0 1 o 0 — ER AVE S ' � I RAINIER _.. ..•• •••' ••.. .. .... .... .... .... .. ... ... ... •• .•.. M M 33 M M •,'. ---SS'---=-'�— ��-*s'�: ='— -----SS 167 LF 8" CIPP SS -- . . ') ---W — W — --W — -- Lpa —W-----1/i/ ---W — — —— � _ _� _ _ _ N o STA BO+89 29' RT — = 17 "P -1 SSMH #2184 U�j — 1! IE26.5N,S@CL8"CLAY N o �7-- i UGP- -- /- - .----DG — dCfl - — — — - - _s �- 34— -_ : 00 00 I AC I � �3 I II N 1. CD 1 N Ln = c0 N New L w \A/ W 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 45 35 30 25 20 15 10 �c 15 SEE SHEET SS-6 FOR CONTINUATION I k20 o \l i n SSMH #13 SEE SHT SS-6 • co Nu'----W- 00 I L / I II FOR CONTINUATION SEE SHEET SS-6 PLAN 0 10 20 40 60 SCALE: 1"=20' ____T — SS I a EXIST GR @ Lo ROW CL X w - - - - - - - - - - - - - - - - - - - - - EXIST 8" CLAY 167 LF 8" CURED -IN -PLACE PIPE SSMH 2184 SSMH #13 10 STA C2+62, 38' LT= STA BO+89, 29' RT STA B2+42, 57' RT RIM=32.71 � RIM=31.95—�� IE(OUT)8"(S)=26.40 z�'•6 IE(IN)18"(W)=23.90 IE(IN)8"(N)=25.45 IE(OUT)24"(SE)=23.45 IE(OUT)12"(E)=25.50 ABAN) BO+00 BO+20 BO+40 BO+60 BO+80 B1+00 B1+20 B1+40 B1+60 B1+80 B2+00 B2+20 B2+40 B2+60 B2+80 B3+00 B3+20 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM IRECORDDRAWING NO. DATE BY NOTICE Jim RECORD 0 /2 1 DESIGNED DRAWINGS BAW DRAWN murra sm� IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE i i f 35 30 25 20 15 10 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401, AND 106 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 17 DO NOT REINSTATE INACTIVE SERVICE LATERALS RANIER AVE S SEWER PLAN & PROFILE STA BO+00 TO STA B3+20 S-394930 SHEET SS-28 74 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021