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HomeMy WebLinkAboutD-230608CALL 48 HOURS BEFORE YOU DIG 811 D 0) TT co N z z m E D w Q Z 0 w 0 ry a_ 16+00 N CL PROFILE ALONG STREET CENTERLINE CAMAS AVE NE ............ ........... .. CB=19--- .............. STA 32+16.2, -2.21 TYPE 2 48-in Rim EL=283.34 12" E IE=277.49 W: 16"W .......... ......... ................ ...... APpx TEL GAS .. CB-18 Appx ExSD Appx SS EL Unk STA 31 +01.2, 1 .8'R TYPE 2 48-in ELPUnk i .... ..... ... ... o .I�I .. 280 v WS Appx I I 18"SD 275 x.... ... .. .... ....:......... .... ....:.........:.........: Appx 270 :..... .. .......... - - �.- .:.- ......... _ .. W - _ ZZ 265 ................. ....... ...: ... --... �- E�- in---- --- 32+00 < 114 LF 24-in CPEP © 2.95% 31 +00 Z DN IE=266.85 UP IE=270.21 260 ... ... J............:.........: 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 275 270 265 260 I 17 i 7227502285 2502 NE 6th PL 0 2 0 INLET �>^ TE=284.84 O 8 IE=283.2(6"CP W) i WM Q 4 6 "w P O -- ? Possible MON. IN CASE Replace if Found IN) O _1 g MON. IN CASE / PUNCH IN 2"BRASS DISC IN CONC., DN 0.4' WM LF, N 3 rti pie t 7227502095 2505 NE 6th PL SCALE: Horz. 1" = 20' Vert. 1" = 5' NE 6TH PL / EDMONDS STUB 6"W GS Appx Appx -- tr) B-46 - - .............. .......... 285--... CB-46B CB-46A STA 0+42.7, STA 0+42.5, -12.2' L 12.4' R TYPE 1 -- O TYPE 1 Rim E1=284.86 -- Rim E1=284.82 .280-- -- 11 FT 12-in CPEP 0 ® 3.00% -- 13 FT 12-in CPEP- IE=280.34 277 - ® 3.70% IE=280.00 IE=280.50 IE=280.01 ......................... .............................. TELE TELE 8-3.5" PVC 16-4" PVC Conc Bank? Conc Bank? Appx Appx 6"W CB-19 6"SDAPPx . .10: w . . . . . . . . APPX ... Appx CB-46 STA 32+12.8,-42.6'L TYPE 2 48-in Rim EL=285.27 0 41 LF 12 in CPEP ® 2.00% DN IE=277.49 UP IE=278.30 I� RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION 285 SURVEYED: BRH DESIGNED: DWC DRAWN: DWC CHECKED:-... RJS BY DATE A P P R APPROVED: RJS 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. O9 9. PROJECT SIGN. 20 20. SEWER TEE REPLACEMENT, SEE DETAIL AND SEWER SCHEDULE. CONTRACTOR TO VERIFY LOCATION OF TEES PRIOR TO EXCAVATION. RESTORATION NOTES 1. PROTECT/SAVE ANY PLANTS, LANDSCAPING, MAILBOXES, FENCES AND OTHER IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION. 02 2. 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 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 EXISTING TYPE AND DIMENSIONS, UNLESS NOTED OTHERWISE. SAWCUT EXTENT AS DIRECTED BY CITY. 7Q 7. RESTORE CONC CURB, GUTTER, SIDEWALK. 8� 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). �9 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. PROVIDE TEMP WATER TIGHT CONNECTION OR BYPASS PUMPING BEFORE CUTTING AND CAPPING EX 18"SD. O2 2. INSTALL CB-46, 46A, 46B AFTER NEW 24"SD IS ACTIVE. D=230608 SCALE: DATE: "AL: NAVD 19� NE 5TH PL / EDMONDS AVE NE 9-4-13 AS Noted HORIZONTAL: NAD 1983/1991 t ,_C TY 0E R E N TO N STORM SYSTEM REPLACEMENT PROJECT PAGE: ONE INCH DATU M DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. CAMAS AVE NE STA 31+10 t0 STA 32+12 2013009.00 IF NOT ONE INCH SCALE ACCORDINGLY NE 6th / EDMONDS STUB SHEET: OF: 8 x D I - 12131016 Cn n "fi 0 T o° C I � � co -0 D I �m r- D i Ln - Ln N z Z m n I D ll 0�o D _cn m o D $ � m ^UI