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r6 V ) CL 0- 0 w z w w ry 0 U) W W U) I W Q ry W a J PORTION OF SE 1 /4 SEC. 31, T. 23 N., R. 05 E., W.M. RENTON, WASHINGTON COPPER RIDGE APARTMENTS I2 KC PARCEL NO. 3123059041 r,;i ' .. SITE :- i I.. l N 1'1"22�W 41,361 fsq.ft. 5 r STA 2+51.33 0.94 acres .; / N 1`62650.5 � ' 3uA23 1 9, a " END HAMMERHEAD E = 8948. -- Lt A 247.99 _...._ .� } r - — �eaa•.,,.,,,.,,,,,,..:,.,:f ...... 03- fifty i 1 lI f II�.�`i 4T t COPPER RIDGE APARTMENTS KC PARCEL NO. 3123059153 7 48"SS MH #2 RW = 1;42.5 IE IN = 135.89 IE OUT = /135.7,9 HA GENSON CONSULTANTS,, LLC CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS 6484-48TH AVE SW Seattle WA phone 206 938-61%§126fax 206.938-7645 email H.Hagen son®COMCAST.NET 165 C) w Z z P OEM ZU) O N +OpN O x w (.)W— M �z 145 00 rn cn - o - 0) t< lf)11�Tro OOcc L6n Ln TNn� n— Do N 0) 2 D Q�ZO QgZ0 F+ — V) F V) FrWW N(f)o.WLLJ 8" PVC SS L=8.5' \ S= 0.102 FT/FT SPA' S �� IFS i S i -- �' 00 0, N �r 8 PVC SS L=65' S: 0.030FT/FT 8" SAN. SEWER S=0.03�66FT/FT N'I co m' n � Z O Q — O W W ----- d" ---- 000N0 Z O V) F-- U) u) Fy W W f-12" D 12 -{ ------------- In+r;— _ LO = r D NISH �RADE v�i � U) (/l � L �Ex GRAII W,' ENGINEERS NOTES: 1. REFERENCE CITY OF RENTON STANDARD SEWER DETAILS. 2. ALL SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2% SLOPE. 3. CONTRACTOR TO VERIFY EXISTING TIE IN ELEVATION PRIOR TO INSTALLING NEW SEWER MAIN. 4. CONTRACTOR TO START SEWER MAIN INSTALLATION AT EXISTING CO ON WEST SIDE OF PROJECT. CONSTRUCTION NOTES: O PROVIDE AND INSTALL PRECAST MANHOLE PER CITY OF RENTON STANDARD DETAIL B071. O INSTALL 8" PVC SEWER MAIN PER CITY OF RENTON STANDARD DETAIL B077. SEE PROFILE, THIS SHEET, FOR RIM AND INVERT ELEVATIONS AND PIPE LENGTH AND SLOPE. OPROVIDE AND INSTALL 4" SIDE SEWER STUBS PER CITY OF RENTON STANDARD DETAIL B082. COORDINATE EXACT LOCATION OF SERVICE CONNECTION WITH ARCHITECTURAL PLANS. 0 CONNECT TO EXISTING SEWER STUB. CONTRACTOR TO VERIFY EXACT LOCATION AND INVERT ELEVATION OF EXISTING MAIN PRIOR TO CONNECTION. COORDINATE CONNECTION WITH SEWER DEPARTMENT. O INSTALL 6" CLEANOUT PER CITY OF RENTON STANDARD DETAIL B076. © SLEEVE WATER LINE PER CITY OF RENTON STANDARDS WHERE 10' HORIZONTAL CLEARANCE CANNOT BE MET. 70 PROVIDE AND INSTALL PRECAST MANHOLE PER CITY OF RENTON STANDARD DETAIL 400.2. ® ALL SANITARY SEWER PIPE SHALL BE GREEN IN COLOR. =0.030 FT/FT - -PV - .$S. ---- - --------- -S 356501 g" L 3 N', O 9+00 10+00 11+00 SEWER PROFILE HC JOB #201013 3 REVIS -'ER 10-31-2011 CITY COMMENTS HEH 2 REVISED PER 4-26-2011 CITY COMMENTS HEH 1 REVISED PEP 7-29-2010 CITY COMMENTS HEH- NO. REVISION BY NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE O O COMMENCING WORK. CONTRACTOR AGREES Cd' Ln L0 � Ln ' TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY -------------------------------------------- - AND ALL UNDERGROUND UTILITIES. 12+00 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CHECK FOR COMPLIANCE TO CITY STANDARDS SURVEYED- V vwnC&- NAVD 1 988 CITY OF SEWER PLAN 5/12/1 1 DESIGNED: 1 "-20' HORIZONTAL: NAD 1983/1991 .I - 28 11 HEH RENTON TALBOT ROAD TOWNHOMES PAGF-* 3 11 DRAWN: HEH ONE INCH DATUM - 4701 TALBOT ROAD SOUTH DRAWING N0: 30 11 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. RENTON, WASHINGTON Cg HEH IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY Y&L INVESTMENTSHEH, LLC ` 9 OF.1 2 IAI-ININININIAIA