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I...•...I ........ .•....... .•..I.... ::::::::: :::::::: :::j:::::: ::::::::: ::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: :: ::::::::: ::::::... ::::::::: ::::::::: :::::::: ::::::::: ::::::::: ::::::::: :::::::: ::::::::: :: :::::: ::::::::: ::::::::: .:: ::::::... ::::::::: ::::::::: ::::::::: :::.::::: ::::::::: ::::: :: ::::::::: ::::::::: ::::::::: ::::::::: :::::::: ::::::::: ::::::::: 5 5 ................. .....I....I...I .......1•.1.••... .I...........•I.. .........•....... ............•1... .....I... ... I............... I...1............ ................. .......•1.1...•. .......•......•.. 11 I. 1. STORM DRAINAGE NOTES Q1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. Q2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION 30 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM PIPE. CONTRACTOR SHALL PROVIDE A GASKET AT THE PIPE -TO -CB CONNECTION TO REDUCE HORIZONTAL PIPE MOVEMENT FOR PVC AND D.I. PIPES. ® CONTRACTOR SHALL INS TALL PERMANENT CONC RETE PLUG IN EXISTING STORM DRAIN PIPE. r 5 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" V 6 AND WASTEHAUL EXISTING STORM CONTRACTOR SHALL REMO E DRAIN PIPE OR SANITARY SEWER. Q CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 8" FOR REVIEW BY CITY. ® CONTRACTOR SHALL CORE DRILL EXISTING CATCH BASIN AND CONNECT NEW STORM DRAIN. 9Q CONTRACTOR SHALL DRILL 1" HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. 10 CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL C SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY C ITY. 11 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. © CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. © CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE MESH AND 4,000 PSI PORTLAND CEMENT CONCRETE FOLLOWING INSTALLATION OF NEW SD PIPE, SHEET NOTES: 1D CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 24" CONC PIPE WITH APPROX. 6 L.F. OF 24" CPEP PIPE BETWEEN EXISTING CB 16, E8-13A AND CB NO. 38. 2 CONTRACTOR SHALL CONNECT NEW O 24" CONC SD PIPE TO EXIST. 24" CONC SD PIPE WITH FERNCO ADA PTER. NEW PIPE SHALL MATCH I . LIMITS EXIST. SLOPE I S OF PIPE REPLACEMENT SHALL BE CMP PIPE ONLY UNL_F S13 CITY INSPECTOR AUTHORIZES FURTHER WORK. (DCONTRACTOR SHALL CONNECT NEW 24" SD PIPE TO EXIST. CATCH BASIN AFTER EXISTING 24" CMP PIPE IS REMOVED. :::.::::: :::::::: ::::::::: : ::::::::: ::..::::. ::::::::: .......• ...::::': :::::::::I oi ::::: W ,�..I...... .•.1. ::::::::: ::::::::: ::::::::: ::::::::: ::::::::. .•...I... ..... .: ::::::::: ::::::::: ::::::::: ::::::::: ........ :uj. 0 ::::::::: :::::::: :o:. t..... ..... ::: :.::.:Q : 0 Jt�,• a 17+00 8+00 19+00 20+00 20+40 w Q' Y Ix J a J of ���� � 6 to U _ �LP < cavil z ``' z XYI _Yy 3zV) € € `SI Z F,Sff , J U 4C Q I M ,.c,. RASA! J(n 9 N Z w .* �W LoW :� �' atli 600 _ ci ci a o_ 0 U U e J -}•I -� I- 1%40 1 .....,____ SSW 7TH r �._.., I I i ST. I f I 1; / I� i -- o �o In �- ° , - N �- o to t0 N .r W. SHEET 4 15 6 7 i 8 rJ 9 10 �__, 1 21088 00 ui p ��,z ,0 �'q act, T v �s / ��ZIN0) T� J• r- o= I J w <t SHEET LAYOUT S ��' ,J�t!,�'� � x4NAL Z� w N Z� rn Y dm� u~03 FEW gym, cnU3 Frw w L,J z EXPIRES: 7-12-2004 00 J c� SURVEYED: .. S.T. SCALE: AS SHOWN VERncAL NAVD lose HORIZONTAL W 1983/1091 A CITY 0 P_ Cr%&y 8z Osborne, Imc. CONSULTING ENGINEERS 701 DEXTER AVENUE N➢RTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 DESIflfIED: M.W. R E N TO N DRAWN: mu J.N. ONE INCH DATUM CHECKED AT Fuu SOME Planning/Building/Public Works Dept. M.W. IF NOT ONE IN NO. REVISION BY DATE APPR wPRGVED: SCALE ACCORDINGLY K.E. Iw Q Of O �__ i t- 15 BUILT PF_R C 619-PtAe-rok'S REcogD G/OS RECOMMENDED FOR APPROVAL By, •- Datelj/ t• c 1t-- Byl--- -- -- Datel_"_ Z/_�Z Byl------------- Date, ------- Byl---------------- Datel-------- DATE S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT n �04 PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. PAM, DRAWING NO: PLAN AND PROFILE STA. 17+00 TO 20+40 %w, 9 OF: 27 1z; 3 _1D - �r8 MAY Q 12006' , ,Lx_ ..u�