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Sy,O.: .. ...••.,•. ......... ......... ..•...,, � ;� •.. :�:...... ......... ..•,,,.,• .......,. .....•..• 31 C.f; ......•, 10 ......... .• ...•••.•..... ..•........ •. ...... „ ., ..•.... 10 ::::::::: ::::::::: ::::::::: :::::: :: ::::::::: ::::::::: ::::::::: ::::: :::: :I: ....•...... ..•...... ........• I.. .......•. .I. .............: ::: ::::::::: ::::::::: ::::::: ::::::::: ::::::::: ::::::::: ::::::::: :::::: :: ::::::::: ::::::::: ::::::::: : ::::::: ::::::::: ::::::::: ::::::::' 5 ............. ......... ......... ......... ......... ...... .. ......... ......... ::::::... ::......: ::::::::: ::::::::: ::::::.:: ::::::::: ::::;:::: ::::::::: ::::::::: ::::::: ...... :. ......... ......... :I: •. :::::::: ::::::::: ::::::::: 0 ....... ......... ......... ....... 0 a 3+40 4+00 5+00 fn 6+00 6+80 w fW x �p 21088 q �CtST&4� �ss1101MAL� 1 EXPIRES; 7-12-2004 Gn'my QB�rnl�, 11aG C❑NSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 STORM DRAINAGE NOTES \- CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY SEWER MANHOLE. 0 2 CONTRACTOR SHALL PROTECT EXISTING STORM PIPE OR CATCH BASIN DURING CONSTRUCTION �3 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 INSTALL PERMANENT CONCRETE PLUG IN EXISTING STORM DRAIN PIPE. 05 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" PAD AS SEPARATION BETWEEN UTILITIES WHERE VERTICAL SEPARATION IS LESS THAN 6" © CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE OR SANITARY SEWER. 7O 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. O CONTRACTOR SHALL DRILL 1 " HOLES AT 2" SPACING TO PROVIDE KNOCKOUT SUITABLE FOR PIPE CONNECTION AND PROVIDE WATERTIGHT CONNECTION BETWEEN STRUCTURE AND PIPE. OO CONTRACTOR SHALL MAINTAIN 12" MINIMUM HORIZONTAL SEPARATION BETWEEN CATCH BASIN AND WATER LINE. CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" FOR REVIEW BY CITY. 11 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM PIPE PRIOR TO INSTALLATION OF CATCH BASIN. Q CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED SOIL LOADING. C N 0 TRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH H WIRE MESH AND 4,000 PSI PORTLA CEMENT N ND CE E CONCRETE FOLLOWING INSTALLATION OF NEW SD PIPE. SHEET NOTES: O CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 24" PVC PIPE WITH APPROX. 5 L.F. OF 24" CPEP PIPE BETWEEN EXIST. CB 16, D8-4 AND CB N0. 5. Lj SQL c� w oc c� I Q P Lq c� n o = an ._.... 7TH ST S _1N z °w c� ai zwaO a a-, in -jw oa C) 0 x-c)c)U o ZH L6 p s a r Lo < 0 LO a I N J O co r c f �� �N� �¢U'`.�'� Z o.�I��`�°� 4 5 6 __...7 i 8 ,';`9 10 �tnz r-h,o N © (ADO NQ N . + D -� w 0 00 LO D -3 � Z x �i - cp 4m 0a'°. > SHEET LAYOUT z0 w M� (� z0 wNN �- w►�mi u" 064 Q .- .- 3 c~nv3 w11 �Iw t~ncm.�3 �ww c~i»aoLL' irwwl�i�w Z J TNLGI t rqT&Rro1>;� BY I DATE I APPR SURVEYED: S.T. oESMM.W. DRAWN; J.N. CHECKED: M.W. APPROVEDK.E. AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERraLl NAVD 1988 HORIZONTAL' WD 1983/1991 DATUM 1)4p fps/# 1 S I3v! t-T PEA.=oNTftA c 7-0A'S P ec-oiZA 6 /OS IN RECOMMENDED FOR APPROVAL Byl--_ _ Date,- _ BYI- ,s--- - Date1 5/4 td - By, ---------------- Date, -------- BY'---------------- Date, -------- mmmmmmms �- CITY OF S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT R EN TON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. Planning/Building/Public Works Dept. PLAN AND PROFILE STA. 3+40 TO 6+$0 2/20/04 5 OF' 27