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HomeMy WebLinkAboutD-230611w Q z F- 0 w O ry n 3 Ce Z) N I 0 CJ 3 0 0 0 0 M 0 N 0 a Z W J U_ (J 0 co N N U) T IE=279 PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' INSTALL CB-29B AFTER FLOW IS TRANSFERRED aJb 290 -_ ................. CB-27 CB-28B 290 --. CB-28 CB-28A 290-- CB-29 CB-29A . STA 40+01 .0, STA 39+85.3, G STA 41 +30.1, CB-27B CB-27A -12.31 -- 6"W -- G 14.8'R Appx CB-29B __ A' WAppx Appx 14.8'R STA 38+45.2, 6"w G Appx STA 38+45.3, TYPE 1 Rim E1=286.71 Appx -- TYPE 1 Rim E1=286.63 STA 41 +34.9, -11.9'L '- TYPE 1 Rim EI=287.77 -12.1'L Appx 13.5'R TYPE 1 -- TYPE 1 - .....................Rim E1=285:81285-- TYPE 1 Rim E1=285.84.................................... 28 -_. 5 .. RGm EI-287 - 1 28 -_ 5 o ...... . . n -- 0 16 FT 12-in CPEP -- 0 0 -- -- @ 8.50% -- -- -- 0 IE=283.00 -- 14 FT - 8 m D I -- 8- i n -- _ IE 281 67 2.8 ._ ................ ........... C� 0:80% 280 --. .. ©. 7.20%... 280 -- ExSD 014 FT 12-in CPEP IE=281.70 __ 18 FT 12-in CPEP IE=282.50 Caution 12 FT 8-in DI @ 12.00% IE=281.59 ExSD p 10.90% IE=281.67 278- ExSS SS my SSinVicinity @ 10.00% -- ExSD IE=281.20 0 IE=282.00 IE=280.90 __ Q IE=279.53 Exss IE=280.05 IE=279.73 2.75._ ExSS 275 - CB-28 CB-29 1. 0, 8.8'R CB-27 STA 3, -1.0'L STA 41 +32.9, -0.6'L 8-in STA 38+45.1, -0.4'L 8" N IE=279.73 TYPE 2 8-in 2 48-i TYPE 2 48-in 84.33 TYPE 2 48-in 12" S IE=279.53 Rim EL=286.84 Rim EL=287.69 Rim EL=285.928" 8" N IE=281.59 N IE=281.67 290 ..... „ 12 .................. S IE=280.05 . . ......... SS Gs Ss 12,,. S 1E=281.67 GS GS Appx SS PWR ? SS GS Appx Unk Appx sS PP Appx EL Unk 8"SD q x Appx PP WS EL Unk PP Appx EL Unk GS Appx GS Appx SS Appx A x PP EL Unk EL Unk wS Appx Appx W 285 Apt Appx EL Unk f WS WS EL Unk Ap[ . .APPx APP'. . . . . . . . . . . . . . . . . . . . . . . . . . O O o r•C ...I I , .....I 285 - -- Ex.SS 8-in - --- W .:........:............................. 139.L..24 35.L. 2 275 J F -in CPEP ©0.97% = DN IE .148 LF 24-in CPEP © 0.97% DN IE=279.77 UP IE=281.12 86 LF 24-in CPEP ©0.97% U w DN IE=277.50 UP IE=278.33 DN IE=278.33 UP IE=279.77 Q z �. 38+00 ... 39+00................. ................... 40+00............. ...... ......... ....41 +00 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 NO. RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION 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. = 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. N 9. PROJECT SIGN. 20 20. SEWER TEE REPLACEMENT, SEE DETAIL AND SEWER SCHEDULE. CONTRACTOR TO VERIFY LOCATION OF TEES PRIOR TO EXCAVATION. 1 RESTORATION NOTES 1. PROTECT/SAVE ANY PLANTS, LANDSCAPING, MAILBOXES, FENCES AND OTHER IMPROVEMENTS IN CONSTR AREA. RESTORE/REPLACE AFTER CONSTRUCTION. N2 2. ALL DISTURBED GRASS AREA SHALL BE RESTORED WITH SOD. Q 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. Q7 7. RESTORE CONIC CURB, GUTTER, SIDEWALK. A88. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB). 9Q 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. WATER SERVICE, CONFIRM LOCATION. COORD WITH CITY WATER MAINTENANCE TO RELOCATE IF NEEDED. D=23061 I SURVEYED: SCALE: DATE: BRH VERTICAL NAVD 198E NE 5TH PL / EDMONDS AVE NE 9-4-13 DESIGNED: As Noted HORIZONTAL- NAD 1993/1991 CITY OF DWC .� R E N TO N STORM SYSTEM REPLACEMENT PROJECT PAGE:BOOK: DRAWN: DRAWING N0: CHECKED: DWC ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. NE 5th PL STA 37+65 to STA 41+40 2013009.00 DWC, RJS IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 1 1 OF: X RJS IDI-121310161 Dz z rnrn z �= c D r m - U7 mm W Nz m z z 0 D D T1 n 0 00 c m Cn D D T �f m- Cr Er ru N Z z m D O CD c z CD z m 37 O 7�C CD a. C a 'Drrl N � O 0 C� I Cn D l'I so D Cn