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CPEP @ 0.30% 17 LF 24-in CPEP ® 0.30% -� DN IE=270.21 UP IE=270.72 DN IE=270.72 U.P IE=270.78• DN IE=270.78 UP IE=271.12 DN IE=271.12 UP IE=271.17 J 265 = -----. ......................................_..................�:.........-.......-.............. .......... _......... . < � 33+00 � � � � 34+00 � - � � 35+00 � --- - - - ----- --- - - s O TCd P O3 Z S _j Capped - � O r CB-23 16"W(P)__�, n r%o n 1) - �- - -- \ _ 00 O NU O O N v Ij O� cn H m 0' 20 N w CB-21 A CB-21 B STA 34+36.1, STA 34+35.2, 19.5'R -14.81 GAS TYPE 1 TYPE 1 TELE Appx OPEN CURB FACE FRAME 8-3.5" PVC Rim E1=-278.48 Conc Bank? 16"W 6"SD Rim EI--278.4 Appx Appx Appx 6" W IE=276.7 exSD 8" E IE=276.66 TELE �� Bank? 12" N IE=275.90 Possible Ex 6"PVC o W IE=276-7 SECTION WEST ON CAMAS AVE 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 SCALE: Horz. 1" = 20' Vert. 1" = 5' RECOMMENDED FOR APPROVAL BY DANIEL CAREY 9/4/13 BY 1 0"W Appx�� 34 FT 8-in DI @ 1.00% 0 IE=277.00 NEW 24"sD IE=276.66 ExsS -230609 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. 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. 20 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. , 6 8. RESTORE CONC SIDEWALK (ASPHALT CURB OR NO CURB). Q 9. RESTORE CONC DRIVEWAY (ASPHALT CURB OR NO CURB). SHEET NOTES O1. PROVIDE TEMP WATER TIGHT CONNECTION OR BYPASS PUMPING BEFORE OCUTTING AND CAPPING EX 18"SD. 2. INSTALL CB-21A,B AFTER NEW 24"SD IS ACTIVE. 3 3. REBUILD SEWER MAIN AT CROSSING, SEE DETAIL. 4. WATER SERVICE, CONFIRM LOCATION. 4 COORD WITH CITY WATER MAINTENANCE TO RELOCATE IF NEEDED. 5 5. CENTURYLINK TELECOM CONDUITS, CONC ENCASED DUCT BANK. COORD W/ PRIVATE UTILTIY IF WORK NEEDED. 1� 6. REPLACE EXISTING 3/4" WATER SERVICE WITH NEW 1" WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. SURVEYED: --- BRH SCALE: As Noted _-.. _ _..._.-._..__.- HORIZONTAL: � 1983/1991 _,_ T� � ti. -'i - ,► CITY OF rIL � R E N TO N Planning/Building/Public Works Dept. NE 5TH PL / EDMONDS AVE NE STORM SYSTEM REPLACEMENT PROJECT EDMONDS AVE NE STA 32+12 t0 STA 35+70 DATE: 9-4-13 DESIGNED: wc . PAGE. DRAWN: DWC ONE INCH DRAWING NO: 2013009.00 CHECKEDDWC, RJS Ar FULL sca.E IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY DATE AP P R APPROVED: JS SHEET: 9 OF: x IDI-121310161 < z -q 0 � z m �1 z S e �M co z z m 0 > n 0 r0 D 0 C T A In 7] D �m z� 110 A n- P uz z m cn D m 0 D TO O T� D D J] � �