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HomeMy WebLinkAboutR-394929CONSTRUCTION NOTES: LU U N (n J V) N z O V) ne w LL LL w r-, J W Q M N O N O 0 0 Ln N N L0 a v Q i N a� ra a a 0 c 0 ry N N i 00 V) 11 U L �I w 0 132147 E s NW VI@ .m 35 30 25 20 15 10 SEE SHEET SD-3 FOR CONTINUATION MMN RR463 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 PLAN 0 10 20 40 60 SCALE: 1"=20' a F STA F4+47, 20.9' L tl O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 13 CONNECT PIPE TO EXIST DRAINAGE STRUCTURE 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 16 PRIOR TO CONSTRUCTION, CONTRACTOR SHALL + CONTACT CITY ENGINEER TO DETERMINE THE ACTUAL Ln EXIST LATERAL STORM DRAIN LOCATION AND TO LL VERIFY IF THE EXIST STORM DRAIN LATERAL IS ACTIVE, Q ;' IF STORM DRAIN LATERAL IS ACTIVE, RECONNECT o LO EXIST PIPE TO NEW STORM DRAIN PIPE WITH (j NYLOPLAST FITTING OR APPROVED EQUAL, PER THE W Lu w SPECIFICATIONS Zw /. n\ 7bTT\/ T/l A � rC BE RE E)e +EB & U) u19 SEE PROFILE 3 ON SHT SD-42 �B SEE PROFILE 4 ON SHT SD-42 21 SEE PROFILE 5 ON SHT SD-42 el HSE 7bTT1/ +E) BE RE1 E)e A+EB Bl\ iri � a N u EXIST GR @ 0 u') U) x ROW CL 0c x x w a w -- — w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — — — — — — — — — ---- — — — — — — — — — — — — — ----- — — — — — — — — O — -- t 10 F1 F1 F1 + o Ln LL O Q �Ln e— Lu O W w o z= 67 LF 18" PP SD �� o 142 LF 18 PP SD @ SLP=0.17 /o uj J w = Ln 127 LF 18" PP SD @ SLP=0.24% b' @SLP=0.89% (� EXIST SDMH #68466 8.94% 48" SDMH #2 STA F2+32, 17' RT 48" SDMH #30 48" SDMH #31 48" SDMH #32 Q STA A9+61, 50' RT RIM-31.46 STA F2+53, 15' RT STA F3+80, 15' RT STA F4+47, 15' RT SEE SHT SD-3 IE(IN)12"(N)=22.90 RIM=31.31 ��"-� RIM=31.62 - RIM=31.67 IE(OUT)18"(S)=22.90 IE(IN)18"(N)=22.76 ii!-.8r4 IE(IN)18"(N)=22.51 z�'z 8r IE(IN)18"(N)=22.01 IE(OUT)12"(E)=24.00 IE(IN)12"(W)=27.44 8 IE(IN)12"(E)=23.80 24. E 23.28-IE(IN)12"(W)=22.97 IE(OUT)12"(W)=24.00 IE(IN)12"(E)=23.48 23--6+ IE(IN)12"(W)=27.75 26-B8 24.26 IE(IN)12"(E)=24.08 i IE(OUT)18"(S)=22.82 IE(OUT)18"(S)=22.61 z;P%44zP� 48IE(OUT)18"(S)=22.00 21LF18"PP SD@ SLP=0.66% err F1+00 F1+20 F1+40 F1+60 F1+80 F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+80 F4+00 F4+20 F4+40 F4+60 F4+80 F5+00 F5+20 F5+40 F5+60 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY NOTICE SEO 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE RECORD DRAWINGS SEE NOTE ON murraVSMi mt COVER SHEET EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT .m 35 30 25 20 15 10 SHATTUCK AVE S STORM PLAN & PROFILE STA FO+00 TO STA F5+60 R-394929 SHEET SD-15 29 of 121 no REVISION PROJECT NO.: 18PROJECT NO.: 18-22511SCALE: AS SHOWNIDATE: JANUARY 2021AS SHOWNIDATE: JANUARY 2021