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HomeMy WebLinkAboutWTR2702964.46 z 0 w a V1 W V) a a a X X Cn Q 00 I O O N U W o �Of CL SEC. 32, TWP. 24N., RGE. 5E., W.M. :� I I17+99,07 3.10' RT I I APPROXIMA TE 1" WATER METER PER CITY OF REN TON EXIS77NG 2" WATER MAIN ICCNNECT TI EX. X. 1 i MAIN. CUT INTO EX. 17+99 12.00 RT w STD. DWG. NO. 8106 TYP TO BE ABANDONED /N PLACE MMAIN AND INSTALL CONNECT TO EX 8 WATER MAIN INSTALL ADJACENT TO EXIS77NG PER DIRECTION OF CITY 1-2 x9O' BEND (MJ) REMOVE EX PLUG AND INSTALL W METER. COORDINATE W/ CITY FOR I I INSPECTOR AFTER ALL EXIS71NG W/ CONC. BLOCKING. 1-8" GATE VALVE (FLxMJ) W NEW CONNEC710N AND AB�INDONMENT WATER METERS HAVE BEEN EX. WATER MAIN TO EAST 1 8' TEE (FL) I OF EXIS77NG CONNECTION. i I TRANSFERRED TO NEW 8" LINE, IOF BEND lS TO REMAIN 1-8" D.G CAP (FL) TAPPED 2" I ri x LOCATON_ SHOWN IS APPROXIMATE IN SERVICE �. :•''. I1-8" ADAPTER (FLxMJ) i�w 777 — �ISEE-DE L.-SHEELI3W X13 ®.4't+ EX C•PAVEL EJB® ❑ 7RW---- W � r 4iN . M LQ CONST. 89'14 32 W - - E -E�'QW LIRE �.. _ �;, D. I III = --:: ,— _ _ — e ,r 0 — - —. 1 f 2. 1 5 L:1=: X ". 0 -..X. PA .M NT. •.` 1 �•.' r uE E • .15' . '•.•'.'GALA! PlP -':-- (TYP war. ' I f t•.. A 411 8 .D.l.. . �. �r 'i ir...�� �� �'� w� �� �� irk �i �w fir:— �� ��'�'.�. "^i �: �� mil+ �! �i �irr�-�r�r �l+.�T�!�i��..� ����r.�—. .B..MB •EX • i.LOW', L'lPl�`. _ --.'' :rl — — — Lu WV F m�..- PP7 E 2 u _ — — — "1 a 3 z GRAVEL i CA— - dB I MB PL ✓B WM �1 I EX. GRAVEL I i EX GAVEL J / �s '� -L- _' ��_.'-•.• .'----'.'••'.'.•'.',•'.' •-.'. �.'. . O I .,� • . + i I oRwE 1 I DRJVE I l SEE ROAD SEC77ON rMH .' I SHEET 9 TYP 17+99 15.00 RT — — _----�-� 1-8 x9O' BEND.— Q W/ CONC. BLOCKING W 45J Z I x 31 31, 308 304 30 m 16+00 17+00 18+00 SCALE: 1" = 20' 0 10 20 40 1� TRLAD ASSOCIAT ES 11814 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free www,tfiadassoc.corn CAU7TON W LOCAT70N OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA TF OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY 0 W TO FIELD VERIFY LOCATION OF UT7LITIES PRIOR TO Qc z PROCEEDING WITH CONSTRUCTION. Q. NOTE. • WATER LINE SHOWN ON PROFILE IS PROVIDED TO ALERT THE CONTRACTOR TO PROBLEM AREAS AND U77LITY CROSSINGS CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO AVOID CONFLICTS AND ELIMINATE NEED FOR VERTICAL BENDS AND RESTRAINED JOINTS WHERE POSSIBLE. ALL VERTICAL BENDS SHALL BE INSTALLED W17H REQUIRED F7T77NGS AND CONCRETE THRUST BLOCKING PER CITY OF RENTON STANDARD DRAWINGS BR26 AND B22. PROVIDE 1.5' MINIMUM VERTICAL SEPARA77ON BETWEEN WATER AND ALL UTILITIES. ALL DUC77LE IRON PIPES AND FI MNGS SHALL BE POLYWRAPPED Checked for Compliance to City Standards AS—BU/L T PLANS (SEE SHEET l FOR STA 7FMENT) z° Qa L Z O 0 Z 0) S Q cc Q W cc U. O � Y as J �m I 0 N N o z N A410HAEL L. MATHESON, PE PROJECT MANAGER ROBERT E. WALLI$ PLS PROJECT SURVEYOR CLAY A. LOOA/I$ PE PROJECT ENGINEER U7 RY L COX, ASIA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 1/3%2 SCALE: H01H.: 1 '=20' VM.:1 "-2' EXPIRES: 10/22/04 l ///7/03 STAMP NOT VALID UNLESS SIGNED AND DATED mFC O O - o0 JOB NO. 00-220 m ' a SHEET NO. 18 OF 1%0 o OP- © 2003 TRIAD ASSOCIATES L—UI 011101 iI �: ANNED MAR 2 8 2W3 a > d e > 0 ,r Z y N GO H z