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HomeMy WebLinkAboutSWP2702306.4Ld a z 0 Ld 0 n 16+00 3 v V1 I N 3 0 O 0 M 0 cq 0 w zz J L, H M I r95 2_ th PL 9- 5014- 7227 NE 6 th P �L L`' Z 2212 W J Z J Z Z Q 2 IQ a CB- B 19+ 0 B-8 - 2 2216NE 6tg5PL z J z CLl '/�/� LO N J 3MH J a 1.20 lua U 20 ~al �x c.) D//�/�// I- N Q I L 14 7227501340 5 2213 NE 6th PL 345 0' 20' 22172NF 6th PL NE, 6Th PL 22 27 501480 7 227 50147 5 N 2220 NE 6th PLC �� O\�G ���� TE 252.3 a^CP E) IE-247.2( ^CP SE) 2 0 C ' IE= 246 �18,, CP w) 722 5 � 1 470 <e q ��� ,� �� ��P IBpT_244.3 2300 NE 6th PL a/A QKEEPEX SD0 20 ACTIVE � � / e 7 Lo( -5 w i 3 DN= .85' ` �- GA 2 G 6»w P) c ° GA y 1 00 M 20 ��v�`G G �„c(P� S C -4 - °, � GAS ASPH- --�1.1+I 51 N_2.4 sp���°�2 CB-40 o P ONO 8 "S At . C W SS IE=238.6�C.O.C.) TE=258: (6 IE-257 - 501350 7 E 6N/ "IM= 250 •4 2221 CONC IE=249,, X E26250. NW) 5(6„CP x 0 _ PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' CB-9 STA 20+79.1, -2.21 TYPE 2 54-in ...................... .................... ....................................... Ri.m.EL=250.94........... 12" E IE=244.96 -1 EXSD) 250 ........................E'xSS ... . . .I: . I SS Appx wS EL Unk Appx 245 - --- ............................................... ......... .` �.......: D2.7, GS SS APPxAp/ 30.99 EL Unk 240 Appxwj . .... ....... CB-8 / �O STA 19+02.7, -1.5'L j TYPE 2 48-in Rim EL=231.21 SS ............... 235 i 2" N IE=225.94 GS ... EL Un - / X 12" S IE=225.94 Appx / x.sS In ExSS wsAppx / / .......... 178 LF 24-in CPEP @ 11.00% / DN IE=225.10 UP IE=244.70 225 .................:....:................... :......... :............................. :.......... .. 220 .. .......:..... :............................. .............. ...........:.........:.........:- 19+00 20+00 20t80 W z J - . 2.......................................... ....... ............:............... ........ CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 E-MAIL: info@brhinc.com IN NE 6TH STUB .......................................................................... CB-40B CB-40A ............ STA 0+86.2. ........................STA. 0+85.7.................... -1 1.91 12.2'R TYPE 1 TYPE 1 Rim E1=260.45 Rim E1=260.15 -- 6"w 2"G -- Appx Appx 250 260 ............... -............................. -- CB-40 10 FT 8-in CPEP -- STA 0+85.9, -1.71 © 2.00% __ TYPE 2 48-in IE=257.40 Rim EL=260.58 IE=257.20 255 -- o 14. FT.8-in. CPEP.. _ . 8". N _ IE=257.20 _ .. . @ 3.00% 8" S IE=257.18 -- IE=257.60 12" W IE=254.45 253 - IE=257.18 SS GS ............................................. Appx ... APPx ..... ... EL Unk CB-9 Ap ° Appx STA. 20+79._1, _ -2.2'L ... - ss TYPE 2 54-in Rim EL=250.94 Appx ExSD EL i .250 ...................... ... .............. .......:......... v 82 LF 12-in CPEP ® 11.60% DN IE=244.96 UP IE=254.45 ................................:........ Ex 18"SD O 0+00 1+00 -0+ 0.00 - 0+00 1+00 STA 0+00 AT MONUMENT IN CASE. EQUALS NE 6TH ST STA 20+78.99 RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION SURVEYED: BRH DESIGNED: DWC DRAWN: DWC CHECKED: DWC, RJS BY DATE APPR APPROVED: RJS CALL 48 HOURS BEFORE YOU DIG 811 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES 1. OVERHEAD UTILITY LINES NOT SHOWN. 2. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING NEW STORM SYSTEM IN FRONT OF THEM. 3. PROTECT/SAVE ANY TREES, PLANTS, LANDSCAPING, MAILBOXES, FENCES AND OTHER IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION. 4. SIDE SEWER LOCATIONS ARE APPROX AND MAY VARY FROM LOCATION SHOWN. 5. SIDE SEWERS IN CONFLICT WITH NEW STORM LINE SHALL BE REBUILT PER SIDE SEWER RELOCATION DETAIL. 6. PIPE LENGTHS, SLOPES ARE MEASURED FROM CENTER OF STRUCTURES. 7. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE UNLESS NOTED OTHERWISE. 8. TYPE 2 CB"s SHALL BE RING AND COVER UNLESS NOTED OTHERWISE. TYPE 2 CB AS SHOWN ON PROFILE: 2-FT SUMP, OR NO SUMP. TYPE 2 CB MAINLINE IE's GIVEN ON PIPE CALLOUTS. 9. TYPE 1 CB's SHALL BE FRAME AND VANED GRATE UNLESS NOTED OTHERWISE. TYPE 1 CB AS SHOWN ON PROFILE: 2-FT SUMP, OR CONCRETE INLET. ADJUST CB LOCATION & RIM EL AS NEEDED TO DRAIN, CONFIRM w/INSPECTOR. 10. KEEP ALL EX CB INLETS ACTIVE UNTIL REPLACED BY NEW TYPE 1 CB'S. 11. CONTRACTOR SHALL PROVIDE TEMP STORMWATER BYPASS/PUMPING AS NEEDED. E = PLUG EX PIPE CONSTRUCTION NOTES 01. TEMP EROSION CONTROL: INSTALL CATCH BASIN FILTER FABRIC PER STD PLAN 216.30 AT ALL EX CB'S AND AT NEW CB's WHERE EARTHWORK OCCURS. INSTALL SILT FENCING WHERE NEEDED OR DIRECTED BY CITY. 2 2. CONNECT NEW STORM SYSTEM TO EX STORM SYSTEM. 3 3. ABANDON EX SD CATCH BASIN TYPE 2 AFTER FLOW IS TRANSFERRED TO NEW STORM SYSTEM. 4 4. ABANDON EX SD CATCH BASIN TYPE 1. 5 5. REPLACE STREET MONUMENT, IF DAMAGED. 6 6. CORE DRILL EX SDMH FOR NEW STORM CONNECTION. 7 7. ABANDON BORING/MONITORING WELL, B-1 THRU B-6. 8 8. POTHOLE UTILTIY AND SURVEY LOCATION AND ELEVATION. DETERMINE CLEARANCE FROM NEW SD. �9 9. PROJECT SIGN. 20 20. SEWER TEE REPLACEMENT, SEE DETAIL AND SEWER SCHEDULE. CONTRACTOR TO VERIFY LOCATION OF TEES PRIOR TO EXCAVATION. 265 RESTORATION NOTES 1. PROTECT/SAVE ANY PLANTS, LANDSCAPING, MAILBOXES, FENCES AND OTHER IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION. 260 A22. ALL DISTURBED GRASS AREA SHALL BE RESTORED WITH SOD. 0 3. ALL DISTURBED GRAVEL AREAS SHALL BE RESTORED WITH CRUSHED SURFACE BASE COURSE (WSDOT 9-03.9(3)). 4. TRENCH PATCH SHALL BE PER DETAIL TYPICAL PATCH FOR FLEXIBLE 255 PAVEMENT (PER STD PLAN 110). 5. CITY MAY REQUIRE DAMAGED ASPHALT OUTSIDE OF TRENCH PATCH AREA TO BE REMOVED AND REPLACED, AS NEEDED. 6. ALL CURB, GUTTER, SIDEWALK, AND DRIVEWAY RESTORATION SHALL MATCH 250 EXISTING TYPE AND DIMENSIONS, UNLESS NOTED OTHERWISE. SAWCUT EXTENT AS DIRECTED BY CITY. 7Q 7. RESTORE CONIC CURB, GUTTER, SIDEWALK. 0s 8. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB). 0 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB). 245 SCALE: As Noted ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SHEET NOTES O1. CONSTRUCT NE 6th STUB AFTER FLOW IN EX SD IS TRANFERED TO NEW SD MAIN. CITY OF RENTON Planning/Building/Public Works Dept. D=230604 NE 5TH PL / EDMONDS AVE NE STORM SYSTEM REPLACEMENT PROJECT NE 6th PL STA 19+20 to STA 20+80 NE 6th STUB STA 0+00 to STA 1+00 DATE: 9-4-13 FIELDBOOK: PAGE: DRAWING NO: 2013009.00 SHEET: OF: 4 X D P1 � Z 6J J z M z �= c m. ul w Fz m m 0 D cn D 0 „o c e� Mcn D� �m c� coo 0 17 T m- u� z m m 0 D cn 0 �® O v� zcn tTi y lot CD 0 l� atTj � c� tTi � ro PO O tTj C� y IDI-12131016