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HomeMy WebLinkAboutWWP2703534.1-- '------------ -- -= f --- - X 6 ROCKERY WALL ' x� ,...._....,..__ ��.�g_ 0 1 x F t ER PIPE VENG9 x 1 ;f= ANE) ENE) EXISTIN C @ G $" CON $.66°!0 1 I r , x ,. „a TO REM AIN 1' , EXISTING 8" COAIC. 8.66% I _ - TQ REMAIN ;. Y 1 - F77 1 L-; 10, .._� - x 1 �0 i�. i 1�$t8s3 0+40-0+ - - x �.n x x x A�� - � r J Ii RIM +68-A6= - 56.59= � " AAA 4 " I PLAN VIEW SCALE: 1"=20' i 1.ELEV. 49.65 i EXISTING 8" GONG. - ----- 16.00 I 5.00 SANITARY SEWER MANHOLE RIM- 44.02, LADDER N.!E., S.W. 11. - 35. 06, 8 CONC. EV. -34.00 I.E.- 35.16, 8"i CONC. S. LE.- 35.24, 8: CONC. W. 33.00 o d c0 c0 Ln co d O O CO r) co c9 4M 00 0 O c r- O co d pj N pp O ap co 06 � CO Ln Ln Ln Un a d �t LL u" LL LL `L W W W W W LLJ W W W 1+4*86 1+60 1+40 1+20 1+00 0+80 0+60 0+40 SEWER PROFILE - STA. 0+00.00 TO 1+81.78 SCALE: HORIZ. 1"=20' VERT. 1"=2' 0+20 0+00 SEWER PLAN &PROFILE A PORTIONO.-F THE NW111­d. OFS.13C 18, TWP. 23N.,RGE. 5E., W.M., CITY OFRENTON, KING COUNTY, WASHINGTON AS-E u S=353402 -- 1 " = 20' 0 10 20 40 °� N.T.S. VERTICAL DATUM CITY OF RENTON DATUM (NAVD 1988) BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF CONC. CURB @ S.W. CORNER FOREST DRIVE S.E. & LAKEMONT BLVD. S.E. ELEVATION = 732.069 SET TEMPORARY BENCHMARK, TOP N.W. CORNER CONC. STEP @ FRONT DOOR RES. #6587 ELEVATION = 773,63 FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. PRELIMINARY NOT FOR CONSTRUCTIO I T.lz� TRENCH NOTE: IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA ENGINEERING ASSUMES NO RESPONSIBILITY, ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. UTILITY NOTE: THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE: THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PETRA ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HRS BEFORE YOU DIG 1-800-424-5555 I- w LLJ J J f— F— z z W w v)':.E:Ii � 0 0 �C) C z T w LJ > > CL, �D_ a_ o McI� 3 S�ONAL �0 N r V D a Co a c c c v r ke Q� z Lu O � O O Lo o z I � I SHEET 5 OF 5 C4*0