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HomeMy WebLinkAboutSWP2702306.5O N N W w Q z F- 0 w 7) 0 ry n 16+00 PROFILE ALONG STREET CENTERLINE SCALE: Horz. 1" = 20' Vert. 1" = 5' CB-10B..... - .-10 ....... .CB-10A .5 CB-11B2.55. ................. STA 6"W 21 + STA 23+81.9, -12.1'L -- a PSTA 12.2'R -12.0'L 6 „WAx TYPE 1 Rim El=-252.1 -� -- _ - - _ TYPE 1 Rim EI=252.28 TYPE 1 \ APP Rim E1=256.33 -- \ .............................2-50.-- - 10 FT 12-in CPEP - © 1.00% _ ................ I E= 247.60 ..... . I E-= 47.50 245 - 260 ...... 255 250 AMR W 235 z 20 FT 12-in CF Ca? 4.50% 14 FT 12-in CPEP IE=-251.3 © 1.00% IE=250.40 CB-11A CB_.1 1 ...........STA- 23+77:4................... 12.5'R 2 G TYPE 1 Annx Rim E1=256.19 15 FT. 12-in- CPEP.............. 7.80% IE=251.60 IE=250.40 u IE=247..6.4........................... ......... ........... .250-- II ...... CB-11............... IE=247.50 u STA 23+77.8, -2.9'L CB-10 Ex 4"-6"SD ExSD TYPE 2 54-in STA 21 +55.5, -2.2'L Conc. Connect -- Rim EL=256.50 w/Couplings -- 12" E IE=251.40 TYPE 2 48-in 246- 10 FT 12-in CPEP 12 W IE=250.40 Rim EL=252.63 ............................ ................... ........ 2 '...... ......................1-2"- E- IE 2.50-.40-ex�SD- - 260 12" E IE=247.50 IE=251.60 8"S -- -- Appx ..................... Q 24+(21,111, CIVIL ENGINEERS & LAND SURVEYORS 2209 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 255 ? R 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 CBS. 11. CONTRACTOR SHALL PROVIDE TEMP STORMWATER BYPASS/PUMPING AS NEEDED. E = PLUG EX PIPE CONSTRUCTION NOTES T 1. 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. A33. 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. 70 7. RESTORE CONC CURB, GUTTER, SIDEWALK. 8Q 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). 90 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O 1. D=230605 SURVEYED- BRH SCALE: AS Noted HORIZONTAL: NAD 198 /1991 i i ,► CITY 0 F R E N T O N Planning/Building/Public Works Dept. NE 5TH PL / EDMONDS AVE NE STORM SYSTEM REPLACEMENT PROJECT CAMAS AVE NE STA 20+80 t0 STA 23+80 UAI c: 9-4-13 DESIGNED: DWC FIELDBOOK: PAGE. DRAWN: DWC ONE INCH DRAWING NO: 2013009.00 CHECKED: RJS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: JS SHEET: 5 OF: x I D 1 121310161 < z � D J�J z A 1J/ o�� z = m c y 3J � m Nz w z m IM> D L,) 17 n 0 D m 0 0O +�#� Y o CO CO