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HomeMy WebLinkAboutSWP2702306.11(0 N CALL 48 HOURS BEFORE YOU DIG 811 -1 c N w Q z U Ld D 0 ry n Ujlllllll ij,rM PROFILE ALONG STREET CENTERLINE � /� I SS TV'd CONC CURB, GRASS, APPx roc. GRAVEL PER INSPECTOR 6 7126300060 2529 NE 5th PL SCALE: Horz. 1" = 20' Vert. 1" = 5' o' 20' N CONC CURB ONLY, GRASS, PER INSPECTOR 41 3291800400 2607 NE 5th PL INSTALL CB-29B AFTER FLOW IS TRANSFERRED 3" 836 290 -- CB-27 CB-28B CB-28....... 290--........ CB-28A ..................... 290 -- ............ CB-29....... -CB-29A....... . STA 40+01.0, STA 39+85.3. G STA 41 +30.1, CB-27B CB-27A -12.3'L -_ 6"w -- A x 14.8'R pp CB-29B -- -- 6"W Appx 14.8'R STA 38+45.2, 6' W G Appx STA TYPE 1 Appx TYPE 1 STA 41 +34.9, --- - - TYPE 1 ' Appx �38+45.3, 13.5 R Rim EI=286.71 -- -. Rim E1=286.63 -11.91 -- Rim EI=287.77 -12.1 L TYPE 1 - -- -------- TYPE 1 TYPE 1 -- Rim EI=285.81.2-85--- Rim EI=285.84.................................... 285--.... ...... . .....................Rim.El=.28-7.1 �85-- o -- -- 0 -- n 0 16 FT 12-in CPEP -- 0 0 -- -- @ 8.50% -- -- -- 0 IE=283.00 -- 14 FT 8-in DI -- 12 FT 8-in DI -- IE=281.67 ...........................2.8 ._ C� 0 .80% ... 28 __... .. 0 ...... ......... .7 0 .20%. 28 -- ExSD.. .............. . __ 14 FT 12-in CPEP IE=281.70 __ ExSD 18 FT 12-in CPEP IE=282.50 G 0 Caution 12 FT 8-in DI 12.00% IE=281.59 p 10.90% IE=281.67 278- ExSS SS in @ 10.00% ExSD IE=281.20 IE=282.00 Vicinity y IE=280.90 -- 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 39+93.5, -1.01 STA 41 +32.9, -0.61 8-in STA 38+45.1, 0. 41 8" N IE=279.73 TYPE 2 48-in TYPE 2 4 -in 84.33 TYPE 2 48-in 12" S IE=279.53 Rim EL=286.84 Rim EL=287.69 Rim EL=285.92 8" N IE=281.59 8" N IE=281.67 290 ............................................. ............................................. ,,....2801.0 12 ..... S IE=280.05 ....GS.....---............----.................. ss ss » 12 - S- 1E=281.6 - GS GS Appx SS PWR GS SS Unk Appx ss Appx EL Unk 8"SD Appx Appx WS EL Unk Appx Appx EL Unk APpx WS Appx SS Appx EL Unk Appx EL Unk WS Appx x Appx WS WS APPx WS EL Unk APPx APPx__7� 285 Appx.. .. ..........................:.........:.........:....... .:...... .................... ........ .... 0 0 0 I. 290 1 I o o _ --.- ---- -_- j c 0 280 - .. - - - -_ -- - :...... .... 280 Ex.SD 18-in 7 ---- -- - -- - Ex.SS -'In -- - Ex.SS 8-in - ------ -- - : ....................................................-.. z . 35 . � F 275 275 139 LF 24-in CPEP © 0.97% = DN IE - 24-in CPEP ®0.97% .148 LF 24-in CPEP @ 0.97% DN IE=279.77 UP IE=281.12 86 LFU w DN IE=277.50 UP- IE=278.33 DN IE=278.33 UP IE=279.77 III J 38+00 39+00................. .............. ............. 0+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 Iffill RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY REVISION 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. C = 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. CTACTOR TO VERIFY LOCATION OF TEES PRIOR TO EXCAVATION. CT 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. 0 7. RESTORE CONC CURB, GUTTER, SIDEWALK. ® 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). 90 9. RESTORE CONC 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:BRH SCALE.VERTICAL NAVD 1988 NE 5TH PL / EDMONDS AVE NE m 9-4-13 As Noted HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: ..0 R E N TO N STORM SYSTEM REPLACEMENT PROJECT PAGE:FIELD�°K DRAWN: DWC ONE INCH DRAWING NO: DATUM 2013009.00 CHECKED: RJs AT FULL s ._�„ Planning/Building/Public Works Dept. NE 5th PL STA 37+65 t0 STA 41+40 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ��� SHEET: 11 OF: x I R RJS D f"1 � z 61y� C � L �= C Mo m M Cm N M Z z rn Cn D Ln D T M 0 00 0 o11 C T� -• D �z C Wo rn-0 m- CA� r» "' z z I m 0 n 0 M A z C M 0 O zc t=i yv, CD -0O ~y� 1 � ti7 N �ro O y r