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HomeMy WebLinkAboutWWP2703292.2NE 1/4 OF THE NW 1/4 SEC 15 TWN 23 N., RG 5 E. WM LLJ a z c) w 3 0 PfTTMAN ENGINEERING Civil Engineering and Consulting John J. Pittman, P.E. 12M 3E 3Bth Street, #IN BW*vue, WA 99006 (425) 562-7226 o '_. ...Lij W LJJ w _. .._. ..; F .. ..... .. - - Q .. - uj I © L 00 co 0 00 w PROPOSE GRADE cv + w AT CENTERLINE, 15 2 77\ VVV)� (n o _ x w EX GRADE? LJ AT CENTERLINE z 405 Ii STORM VAULT o IF — REUSE & M — TCH: 10 LF - 8" =900 OR D1 SS ® 0.52 '� 35 LF = ,� PVC 4 LF S A 0+56; ' RT' SS Q 1.0 p C-9t30 S N SEWER 2 3011, (FIELD VERI } R DI' SS R M = 410.00 SA SEWER MH 0.639� _ . STA 1 to 1 ; 20' RT RI = 407.9 - STA +32 5' RT SAN S WER M H #3 IE - 398,66 E SAN SEWER MH 1 RIM - 410.50 RIM IE = 408.8® 399Of If '= 99.70 2 EXPIRES: 10/14/06 ACCESS and UTILITY SCALE: horz 1 " = 20' Vert 1 " = 5' PROPERTY LINE o z 6 _0" FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER w z 2"x 4" STUD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON d SIDE WORDING "SEWER" WITH 3" HIGH � w BLACK LETTERS. AND #6 WIRE WRAPPED o AROUND THE STUD AND EXTENDED TO N Of THE TOP OF THE STUD.°n n o N 1:3:5 MIX CONCRETE BLOCKING —I. 6" MIN. 6" SIDE SEWER AND BUILDING SEWER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 6" SIDE OUTLET TEE (ER MAIN 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. SEWER MAIN ��oG�NG P 2% MIN SLOP HORIZONTAL CONCRETE BLOCKING ANGLE TYPICAL OF TEE AT MAIN OVER 25 ELEVATION SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION NO SCALE 1 REVISED PER CITY COMMENTS JJP 12-6-05 JJP "E BOYD sue: " = horz 1 20' Vert 1" = 5' 2 REVISED PER CITY COMMENTS JJP 01-13-06 JJP JJP 3 REVISED PER CITY COMMENTS JJP 02-21 —06 JJP TLR ONE INCH JJP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR s - 3 2 9202 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. HORIZONTAL: NAD/983/1991 �= CITY OF RENTON DATUM Planning/Building/Public Works Dept. CALL BEFORE YOU DICE 1-800-424-5555 RECOMMENDED CHECKED FOR COMPLIANCE FOR APPROVAL TO CITY STANDARDS BY lotDated-.� BY Date BY Date MB SHORT PLAT 278 DUVALL AVENUE NE SEWER PROFILE and DETAILS rz« 12-2-05 w W sc��txr 'i `fij s 3z�zo2