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HomeMy WebLinkAboutS-347315�I z) n no ii 6" SIDE SEWER W/ 6" END CAP (BY OTHERS) F00 N N c ( \ Fo .f ce 9go ss 86, 3 , ' .-, R N \ 3 / f c7"? _ 6SS 0 7 � qR R�IT Wx8. -3g2 B q TRf pfSSF� 00/VI,/ RO O ' 7'O i' / \J � AREA v iMy 2> h F 3 D 84 2g(NS / OMp / IRLTER FABRIC FENCE (TYP) SEE DETAIL SHT. 28 " , pOW Wj No� E f 5 PROPOSED 8" GRAVITY SEWER (BY OTHERS) A 30,F � NE 3 -23 -5 E%. SIDE SEWER SHALL BE REPLACED AND /OR CONNECTED TO NEW SEWER AS RMO. / /F, 384 4 R7M\ -304 \ IF -3 64'40 (Nfi78" S0 Bs 0p(N 4)18;.'IDS l RIMo SS A0S /f 364 49(S >9 64 3g Wj T s T/0 N 8 Mp R / CLF TWi Mp 8'%Np °.. -- - \ \x T N / - -- - - -- _ _ " HDPE Au _ 5 ° -- pR ESMT O UNO p <\ gSN e I SOM 'Y144- H 7-P 394 2 93 / J 04 TF �Fp T(SK,�2'O" v R/� 4 k 399 3 Mp 39' 23 3(NF) i A SEE�� DETAIL 1 THIS SHEET _qpp Wq TROT C 'Is R M 0 'q (pOS47 -s � OR wo 90 0H'N �F24 sn - CT � lV� - r � a THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. HPPE TO PVC CONNECTION 57.0' DOWNSTREAM FROM MANHOLE 1- 10 "HDPEx8 °PVC ROMAC 2 -B "PVC ROMAC 3- 8'x2LF PVC SPOOL 1 -8" 45' BEND 1 -8 "x6" WYE REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION DETAIL 1 OF WAS tI !` 38087 FOR CONSTRUCTION RECORDS ONLY �w CITY OF STONEGATE LIFT STATION CONVEYANCE MJL SCALE t " =zo "° °°7,°° de F'ri lLL 20 0 20 40 MB R E N TO N IMPROVEMENTS DSH SCHEDULE A °"`{ °PM" Roth Hill, LLC Tel 425 869.9448 www.rothhill.com ( FEET ) Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR '@ w.c "C01°°"'r NE 24TH CT 06'• 5-347345 11 390 :1 370 360