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HomeMy WebLinkAboutD-2959310 W z m a 0 O N 1 N O CD Lo 0) CV CL 1 40' -0" I wI : I 5' -0" I CONC. I SIDEWALK I I I (TYP.) " LANDSCAPE STRIP REPLACE EXIST. CONC, CURB, AND GUTTER IN KIND TO LIMITS SHOWN ON PLANS (Typ.) 6" rl w $.O" 24 VVEL LANE N!E SW 7TH STREET 5 -6', IYP. TRENCH � LEM aft a�a.,aea4aW -b 0Q0act nova °a "�wQ "� "aQa° a a w + � w w 40' —o" TRAVEL 24 0n LANE I TRENCH NOTES 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH I SECTION. INVERT DEPTH SHOWN AT 10' EXIST. 36 -54" I ' CONC. STORM PIPE s ire I A SLIDE RAIL L TRENCH SHORING BEM FOR TRENCH ., rr�s WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED I •• , . ,• • �s.,�• TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE "TYPICAL 60" TRENCH " I ENCH SECTION ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH AND RESTORATION 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. �h'�►` I REQUIREMENTS. J INVERT DEPTH SHOWN AT 10'. SEE "TYPICAL 60" TRENCH I SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH I 3. SEE "CATCH BASIN OFFSET " DETAIL ON SHEET 26 FOR REQUIREMENTS. LOCATION OF FRAME ASSEMBLY. I 18 I SAW CUT LINE SAW CUT LINE I I I 5$ —o" z I CONC. I SIDEWALK 3 I (TYP-) oc I i I I .7, -0" LANDSCAPE STRIP REPLACE EXIST. CONC. CURB, AND GUTTER IN KIND TO LIMITS SHOWN ON PLANS (NP.) 6" 40' -0" 28' —os TRAVEL LANE CONTRACTOR SHALL GRIND AND OVERLAY EXIST. PAVEMENT 2" MIN. WHERE NEW PAVEMENT SHOWN OUTSIDE TRENCH SECTION SAWCUT LINE. SEE RESTORATION SHEETS FOR PAVEMENT LIMITS 1 MIN iiiii'lillililil ill r .M ., ., aoo o v a v a ao © ao0oOq.4oaoo 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 17' TRENCH I � � . EXIST. 24" CONC. � 4 0? • J w I STORM PIPE 4.' cw 0 Mfr s SS�S /.. •SiY 435;° 1ir�' iSS �SY,�ZI�� %Y is i CC''fr•� �f., s 11'. SEE "TYPICAL 60" TRENCH SECTION" I e � < {; FOR FURTHER INFORMATION ON TRENCH REQUIREMENTS. s� •• �r WAl � O a � MKS: 7 -12 -2004 T � Iitiv� CONSULTING ENGINEERS 7101 KXTER AVEMM )QfN SANE E00 KATTLE. VASHMTO "M (M) W -o" SW 7TH STREET SAW CUT LINE I I I SAW CUT IN L E 18' N0. REVISION ROLL 2 0,� 40' —o" 2$' -0" TRAVEL LAN E TRENCH NOTES 1. 60" DIAMETER CONCRETE STORM PIPE AND TRENCH SECTION. INVERT DEPTH SHOWN AT 100 . 2. A SLIDE RAIL TRENCH SHORING SYSTEM FOR TRENCH WORK, AS DIRECTED IN THE SPECIFICATIONS, WAS USED TO DETERMINE PAYMENT LIMITS AND QUANTITIES. SEE "TYPICAL 60" TRENCH SECTION" ON SHEET 24 FOR FURTHER INFORMATION ON TRENCH AND RESTORATION REQUIREMENTS. 3. SEE "CATCH BASIN OFFSET" DETAIL ON SHEET 26 FOR LOCATION OF FRAME ASSEMBLY. a•295!�3/ some - "°"'""'�"' CITY OF RENTON 1D"` 1M0M DATUM Plannir.g /Building /Public Works Dept. �[ Ig00#�RY �'R147. I I I IW 1 I:3 13 I� I I i I r STAT I oN +00 TYPICAL STREET CROSS - SECTION ' FOR 60" DIAMETER STORM PIPE SCALE: APPROX. 1 " =3' I I I Iz I� I� I� I� I I STATION 10 +00 TYPICAL STREET CROSS- SECTION FOR 60" DIAMETER STORM PIPE SCALE: APPROX. 1"=39 AS B u t tT PeA co NT R.Ac yr m2 %c bAED Fr -OVAL BY' _ Datei * & /P/__ BY' _ _ Datei_7,, V_9� 4/ BY' - - -- --- - - - - -- Datei - - - - -- __ BY'---------- - - - - -- Date__ -___ -_ 5912 2. S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 2/20/04 m. PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. TYPICAL STREET CROSS SECTIONS STATIONS 3+00 & 10+00 ' 22 0. 27 .a a . � • �' 9 �' T-3/ ,�1�INED me 11006 N C o m� j 7 7 y o h (A