Loading...
HomeMy WebLinkAboutWTR2702947.50 U zz m O Ln 5 0 �.�•BUIL'r c3 z ro•ll•02 9W _ C\ z W ry a- n Q O z A END OF /2 v R&STRA/NED JONT PIPE N N 0) CC, rY �F F N N � ti N k (3) 3/4" SNACK LE RODS (-q C Y 6 cook (3) 3/4" SHACKLE R005 6HACkLE e005 SHACKLE �c RODS 4� 2"R/SER PER SIEVE P/NKHAM SINGE RJ' P/PE WAS ()5E D PPE ANC H025 WERE NEEDED APP20WMAT E LY E YE RY 64 FEET. (2 ANCHORS), L)5E0 ZX 2x 6 iOREMAO6 SLOCk , SET uNDE2 p/pE AND QAN 3/4"STRAP OYER P/PE AND 8AGK Tb $LOGK. aAR EFOX YE D �N ro 314 �� BAR 6LOCk —� PIPE ANCHOR 2Y2 CY PSLOGK l2"MJ' CAP ETA PPE D 2" PORTIONS SEC. 16, TWP. 2%0:.t N., RGE. 5 E., W.M. SCALE: 1 "= 40' H ORI Z 1 "= 4' VERT. NOTE.• CONTRACTOR SHALL INSTALL PIPE WITH RESTRAINED JOINTS (US PIPE TR—FLEX, GRIFFIN BOLT—LOK, OE APPROVED EQUAL) BETWEEN NE 2ND STREET AND THE COMMON PROPERTY LINE BETWEEN TRACT F AND T & E ENTERPRISES CONTRACTOR SHALL SUBMIT 774E MANUFACTURER'S RESTRAINED JOINT CATALOG TO THE CITY OF REN TON FOR REVIEW PRIOR TO INSTALLA PON OF 774E PIPE. 310 290 280 12" CLASS 52 PIP 7_7* , #5 REBAR 18' 3000 PSI 9" MIN. % iMIN. CONCRETE NOTE.' MAINTAIN PIPE ANCHOR COLLAR 90' TO PIPE. 2'0 DRAIN UNDISTURBED i� �! OPENING EARTH �ii �� PIPE BELL SHALL BE PROVIDE PEA GRAVEL AT �! UPSTREAM FROM ANCHOR BOTH SIDES OF ANCHOR 2 2� RISER 2''&ATE VALVE h!/ 41.VE 8aX H6, WN rAL. PIPE AND COVER WITH PEA GRAVEL PIPE A N'CHOR DE TA IL NOT TO SCALE 4' MIN. COVER OVER PIPE MA TCHUNE — SEE PRORLE, LEFT Wimb294708 NOTE.• PIPE ANCHORS ARE TO BE INSTALLED ON ALL SLOPES GREATER THAN 20X AS FOLLOWS. 1. NOT OVER 36 FEET CENTER TO CENTER ON GRADES 20% UP TO 35X 2. NOT OVER 24 FEET CENTER TO CENTER ON GRADES 35% UP TO 50% J. NOT OVER 16 FEET CENTER TO CENTER ON GRADES 50% & OVER >i0.Ai NE+O 3c� iNT fife? ALL DUC77LE IRON PIPES AND FITTINGS SHALL BE POL YWRAPPED PROVIDE 1.5' MINIMUM VERTICAL SEPARA 710N BETWEEN WATER AND ALL UTILITIES NO TE• WATER LINE SHOWN ON PROFILE IS PROVIDED TO ALERT THE CONTRACTOR TO PROBLEM AREAS AND UTILITY CROSSINGS CONTRACTOR SHALL CONSTRUCT 774E WATER LINE TO AVOID CONFLICTS AND ELIMINATE NEED FOR VERTICAL BENDS AND RESTRAINED JOINTS WHERE POSSIBLE. ALL VERTICAL BENDS SHALL BE INSTALLED WITH REQUIRED FITTINGS AND CONCRETE THRUST BLOCKING PER CITY OF RENTON STANDARD DRAWINGS BR26 AND B22. Checked for Compliance to City Standards 1�16VDI�W U1IMw 11w•2 0 TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, TA OM-6923 Tel 425.821AU Fax 425.821.3481 Toll Free 800.488.075E v"Ariadae exem 2 O Z W 3 W LL O a Z Z W Q �_ Q Uj 1 OO JUJJ LL O V y 3 3 2 C U M e S �a o� Qmo ZN DONALD J. H" P£ PROJECT MANAGER BRADLEY T. FREEMAN, PLS PROJECT SURVEYOR IMLUAM J. GOGG IV, P£ PROJECT ENGINEER ZFFREY L. COX, ASLA PROJECT LANDSCAPE ARCHITECT DATE: JUNE 22, 2001 SCALE: flow.: 1 "=40, VW.:1 •=4 EXPIRES 1/22/03 In STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 0 0 — 022 SHEET NUMBER Z lOF 23 © 2001 TRIAD ASSOCIATES I U I 0 I Q I � 2I 3 N S N N 0- 0 > � 7 C o O z� �m � N N SCANNED SEP 13 2002 /'� / t� ���e 20 SCANNED FEB 15 'i102