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Home My WebLink AboutD-230603w Q z 0 Ld 0 ry n 3 v 0 V) N I In x / 3 0 0 0 0 M O cV 0 w M Z J lL 0 CM N N CL W / MON. IN CASE PUi CH IN 2"BRASS DISC IN CONC. STAMPED "LS 11691 SSMH� I DN 0.4' TE=215.50 %71111T��I IE=208.6(C.O.C.) 10 72275O 320 21 2� NE PROFILE ALONG STREET CENTERLINE SCALE: SCALE: Horz. 1" = 20' Vert. 1" = 5' ........... CB-&B........ .... CB-6A ..................................... CB-8B............. ............. .CB-8A..... ...... STA 16+55.2, STA 16+59.0,STA 19+07.2, STA 19+02.7, -13.2'L 12.4'R -12.01 12.6'R TYPE 1 TYPE 1 _ TYPE 1 Rim E1=215.56 CB-6 ExS TYPE 1 Cg_g _ 6„W Rim E1=215.44 � Rim E1=231.55 _ Rim E1=230.99 F"W 6 v° CB-.% . . . . . . . . ................12.15__....... 220�- . ... 230--... Ex 4"-6"SD 11 FT 12-in CPEP _ CB-8 Conc. Connect @ 2.30% n __ STA 19+02.7, -1.5'L w/Couplings - -- IE=226.20 TYPE 2 48-in -- IE=225.94 -- Rim EL=231.21 SS ........ .... 210-- .... ... .....215 -.. ............. ..... ........... ...........2.2.5__ 12 N IE=225.94 Appx . . -- ExSD 0 EL Un 23 FT 12-in CPEP ExSs 12" S IE=225.94 Appx @ 1.70% IE=-210.2 -- -- 222 - J IE=209.8 205- @ 1F00% -in CPEP px 15 FT 12-in CPEP _ _ 210 24_ FT _ 12-in CPEP FT Ap. 14 F CPEP ..............LxsS @. 4. IE=210.60 @ 6.80% @ 0.50% IE=226.50 SS ° IE210.47 IE=211.00 IE=212.30 IE=225.94 ELpx 0 IE=210.00 IE=212.18 6"SD Appx .� 2-in CPEP CB-6 STA 16+53.0, -0.8'L 0 TYPE 2 54=in. . . . . . . . . 0 Rim EL=215.82 12" N IE=210.47 12" S IE=210.0 12" N IE-210.2 exSD 220 .2'R Ss Appx ExSS EL Unk 215 .............. 210 205 235 11 230 CB-7 STA 17+59.2, -0.41 ws .... % ...x 225 ..................................... TYPE 2 48-in SS Appx / Rim EL=218.97 Appx o 12" N IE=212.18 EL Unk / ExSD ssI....... SS WS Appxnk Appx App EL Unk WS :?PAT . . . . . . ° WS/ ice .................... A-ppx. / E X. in 19+00 W z .. .... ................................ _.. I- - - 143 LF 24-in CPEP @ 9.10% Ex.SD 18-in DN IE=212.04 UP IE=225.10 .�.................. 106 LF 24.-in CPEP @ 2.50% K.SS DN IE=209,38 UP IE=212.03 . . Crossing . . . . . Appx Loc. Protect 12"S 38 LF 24-in CPEP @ 2.30% from Damage DN IE=208.50 UP IE=209.38 16+00 Z 17+00 18+00... .......1.9+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 RECOMMENDED FOR APPROVAL BY DANIEL CAREY BY 9/4/13 REVISION i SURVEYED: BRH DESIGNED: DWC DRAWN: DWC CHECKED: DWC, RJS APPROVED: RJS 220 215 210 205 SCALE: VERTICAL: NAVD 1988 As Noted HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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. 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. 2Q 2. ALL DISTURBED GRASS AREA SHALL BE RESTORED WITH SOD. 03. 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 CONIC CURB, GUTTER, SIDEWALK. A88. RESTORE CONIC SIDEWALK (ASPHALT CURB OR NO CURB). ,& 9. RESTORE CONIC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. EXISTING CONNECTION MAY BE A DUAL SIDE SEWER. IF SO, SEPARATE BY INSTALLING INDIVIDUAL SEWER TEES AT THE MAIN FOR EACH SIDE SEWER. D=230603 DATE: %- CITY OF NE 5TH PL / EDMONDS AVE NE nELDs.- 9K4-13 R E N TO N STORM SYSTEM REPLACEMENT PROJECT PAGE: DRAWING NO: Planning/Building/Public Works Dept. NE 6th PL STA 16+20 to STA 19+20 2013009.00 SHEET: OF: 3 x I D I - 121310161 a>� H C � Emm O D � ��_ co Nz 7 z z S D Cn C) O Cn N 0 0 ym 1 z zy W to 0 O ty Cn D � Tp �C Cn D