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Home My WebLink AboutTED4001803.2Pipe Number Upstream Invert Downstream Invert 7 194.01 193.10 8 MIN 193.16 193.10 - 9 193.10 192.77 10 MIN 192.83 192.77 11 192.77 192.44 12 190.84 190.58 13 185.34 185.00 14 191.13 190.84 15 MIN 191.19 191.13 16 191.42 191.13 17 191.82 191.42 18 MIN 192.08 191.82 19 192.03 191.82 20 MIN 192.29 192.03 21 192.43 192.03 22 192.72 192.43 23 MIN 192.78 192.72 24 193.18 192.72 25 MIN 193.24 193.18 26 193.35 193.18 27 MIN 193.41 193.35 28 193.68 193.35 29 193.80 193.68 30 MIN 193.86 193.80 31 194.00 193.80 7ft-4to-/gft3 J L 6\o N 1,9.(55) 19!5,-1(v NE QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST I, E, (S ) 1133,03 N1;W tvlH-2/ TYPE 2 SEF 72" (7 W/PROP TT--F) SECTION/ v �f(/ EXI ST SOLD LO&K NG LID Sk. � 5 8 SO MARKED (9 n GONG, wALK R 1 M 1 glo. 25 1. E. N. 18 5, 33 3 � � S. 59 5 M 5 f NGS FO R IL E,E, 190, 515 p .\ GO Nil I NUA"i'10`N c'� BL DG k prV' 1�3, 1W N, O N h. SS I.E, 19�0 00`12\ am)( SEE MECH, & 4r) e-ONTINUATION) ti10 00 PROPOSED CLASSROC?.. 13 4 BLDG I9�,o9 PTOM OF NSW �ZOC�GE RY LEVEL IZD SL. 1 SS1 U TOP 01�, NEW 22 LEVEL aD EL. 202,S SEE SHEET C-1 MATCHLINE \' O;pRIM 198. 8/ o `V I. E, i c3A , 00 31 TO 151- FLA,LEp oV r-K �� kb�° '�XIS1- 8" SD. APANDON R ►�nAINING g' N T all D b SOUTH F I L-L W/ G MO Ur N1r W GB -5 -1'Y PE 2 , w/;, AM E_ G re Ars XIST RIM C° 5D I.E. 1 93, Coo 8 NEW 1'ZO�JCERY GONNEGT EXIST (a'' SO { =ROM 1200F 17RAIIV 1<41 TO NEWG,B o 1301T L) N -W RO G K_I- P.Y LEVEL. 199,0/2\ cr> CIS?, MH-3 �'YPE 2 Q 4 s = MtN 2�0Y . ,ems �: L, 1NAt,K 54'' QS W/SOLID I,ocK G v � o 27 TOP OF New N WSTA RS u 0 MARIcED AWE /� Ng PLAG E 12 S, -ROCKERY 1..E�/ L ate-. 202': 5/2\ X I 1ZI M 194.19, 1,E N.1- 1 ¢� .0 5 /, 'ST FIRS H Y DRAN"( (� // z z� ...:y.; I, E, W. IS 0,4y I,1-,S, 18 .7 J REMOVE SALVAGE /p > Q , ti I'�I � W M H -1 T(p ` ` .::: Ag N i O N P. ., r- r_ ram_ C-I N Or- P ENTO N I.E, t�J. 180.72 s ,► PLUG EXIST, ,� ► 15 48 m w/ LSOLID LUGKIN Q 12" SD tN ST,AN.. ANDS A212 S Q LID MA.RICE.D 11DRoaiN : PL.ALE jZIM 1180,09 U 0 F I L.L- W/ I.E, 5, 1�0.84 b �. S=t11 ►2% I E N 192 44 N MN- 5 TYPE... , A N ON xi -r ' SD NEW MH - 4 -TYPE 2- 0 W/"�Ouc L-OciK-INS (,ID MARIK>✓D "DRAIN" RIM 181 83 I, E, E:, 182, 30 I. E,S,E, 184.4� n �iP�X (ST, - 2, 7YP5 1 VIOuB st_Y 2AI5ED) 1;2-1 rA 18g, 94 PLUG EXIST �" CLEAN OUT NUMBER RIM ELEVATION INVERT ELEVATION CO-3 198.92 196.84 C04 197.9 191.42 CO-5 197.9 192.43 CO-7. 198.0 195.62 J L A G.O. CLEANOUT, SEE DETAIL. SH. C- 5 TYPICAL OF (10) o IDS DOWNSPOUT SEE DETAIL, SH. C-5 TYPICAL OF (12) O CATCH BASIN • MANHOLE 0 W/ SUL.Ia (,OGKtNG x:. ./ LID MARKED ,'QizAIN" ,\O Q 13 LF Gn PVL �° 2.4 kIM 200, 5, t,E.+18G, �. N MIN, 270 �, p CONTRAC-TOf2 TO F'lELO of 13 �� V RI FY I,E,'s OF EXIST, .., E ES AWUST L.UCA'i"10 NEW GIB - 4 7YPt: 1 121M 188. 88 I,F-:" 184 a3 W. N 0n .� AX RE TO FILK OF IS-r 8" IO" Sty. FLOG o P y `• F_ I ST 2' ` a X t N , rL, DUwNSPour SEE UET-AIL-, S, G- 5. � of (i2) H� _. SCALE: 1 20 _ r N11 EW MN - v7Q , TYT 2 95 W �U D L 0C K_lN&, Ulf F1M I �3 -1 8 ASANhON .EX.IST ...,...... II✓. ,5�7 1 S.Co& I=-IL4 W/..GROUT IE. W I S4. lit ^I1 S F MOv>�.' . X I ST 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WO9KS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. ` 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE Jt 3 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. .. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF r,.. 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF :; <$ MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE SANITARY SEWER NOTES & SPECIFICATIONS ,r 4 . PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT 2 OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCAfitON SO AS TO AV.OtD.DAMAGE OR DISTURBANCE.326.54 A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE ... REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. J L J L SAME AS DESCRIBED. # 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWF.Y SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE 5 NEA i LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THi SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLAC.EMENT,AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL -BE... SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 18. THE PIPE SHALL BE INSPECTED WITH A TV CAMERA, IN THE PRESENCE OF THE CITY OF RENTON INSPECTOR, PRIOR TO FINAL APPROVAL. j AN N E D MAR 2 8 2003 J L J TITLE RENTON SCHOOL DISTRICT 403 IMPROVEMENTS AT TALBOT HILL TIFFANY PARK ELEMENTARY SCHOOLS PROJECT NUMBER 90030 STAMPS C' SA �,,•,,....,,, Z , a rJ0NA� 4 ✓ xpi S 811713? z N DWG I? B K G 91 CHK AMS 3 2q 9i REV REVISION NO.1 5-2-91 REVISION NO.2 5-17-91 CONTENTS TALBOT HILL STORM DRAINAGE & SANITARY SEWER aEoor-29%--c� FMwrnovx rf 4'0�� on-0uiU1 �i 'SEE PGA�1 � 23i9 SHEET -/ to 02 /BMWs=. 13 C-��2- AM