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Home My WebLink AboutW-343006�_'_LIIHIADODGECHRYSLER SEE CONNECTION 10 DETAIL, SHT 144 - ��1 EXISTING 10 � - � 1 _ 8" D.I. I ±22 LF PIPE c 5 �i 17 v _ R4INIERgVL 1205 Lr PIPE GENERAL WATER CONSTRUCTION NOTES BRIDGE ELEV AT AaUiMENi 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT '07, ae e' THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR COLUMN raP p° INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS cowMN SOUTH LAKE 160 -163. ABANDONMENT AND /OR REMOVAL OF E%ISRNC MAINS SHALL TAKE PLACE ONLY 15THIGHI RAI R AD - W______ VETERINARY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND ANiFS' - - - - - -- - - -'- - -- + P APPROVED BY THE CITY OF RENTON. -- - X- _° a -`i 2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT -IN CONNECTIONS TO EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE Ell -- - -- TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS T 10 - 3. EXISTING SERVICE ONES, METER SETTERS, AND METER BOXES ARE TO BE REPLACED AS PART OF THIS PROJECT. EXISTING METERS ARE TO BE RESET WITHIN THE NEW SETTERS. COORDINATE PER u. p W /CITY OF RENTON. own op , uBP -� e ucP P 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE RAINIER VILLAGE Y'I 1 FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE _______ BOTI _______________________ _ MAMMAN APPRO %.MATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. T CONNECTION. ELEV ED 6' 1 H 15 A o / 15 _ - i -___ _'__1 _ 10 41 7- -_- w 5. N ABANDONED E %.STING WATER MAINS SHALL BE CAPPED WITH (NJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY �- - -- HONE BOTH / RIGHT OF WAY 0 M 6. GB 7. Q...:XBDOin v^' FDOiPRINT 12' 1 - B° COUPLING, MJxMJ 34.5' p RAINIER VILLAGE Y'I 1 FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE _______ BOTI _______________________ _ m APPRO %.MATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 38.8' CONNECTION. ELEV ED 6' 1 H FURNISH AND INSTALL CAP. o o 36.0' 1 - 3/4' METER w 5. N ABANDONED E %.STING WATER MAINS SHALL BE CAPPED WITH (NJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY �- - -- - - - - - - -- ----- - - - - -- RIGHT OF WAY 0 M 6. GB 7. IMPROVEMENTS. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR 12' 1 - B° COUPLING, MJxMJ 34.5' 1 - THRUST BLOCK O3 FURNISH AND INSTALL TEE. 41 FURNISH AND INSTALL STEEL CASING FOR WATER. MAINTAIN 12" MIN VERTICAL CLEARANCE 12' c n n ❑ n BETWEEN PIPE AND BOTTOM OF WALL ALL WORK TO REMAIN WITHIN CONSTRUCTION UNITS. -, STA 30+40.0, 36.3' LT 34.5' z TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF o BRIDGE ALL EXISTING CAST -IRON AND ASBESTOS- CEMENT PIPES, AND PROVIDE THE PROPER BDIIDM x LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY - - - - -- ELEV ERA! __ -- __ - __ - 1 - THRUST BLOCK FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE __ RED �' Cep: __ D n D n n n uLP up_� COUPLINGS (NJ). a^a .!� B. ALL CONNECTIONS TO EXISTING WATER UNES SHALL BE MADE ONLY AFTER ALL THE NEW - nil WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED _ f _ J SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. COW 9. ELEVATIONS OF EXISTING CROSSING UTILITIES ARE PARTIALLY BASED ON RECORD DRAWING INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT _ PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. 7-5, ' I 10. ALL WATER MAINS, FITTNGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON n I AUTO BODY AND PAINT STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. ABUTME BNSF RIGHT OF WAY x _ "BRIDGE X X J Ai BOIIDM 38.I RAILROAD R -0 -W - - - - -- �_ WATER CONSTRUCTION NOTES Oj FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE 17 FURNISH AND INSTALL B" CLASS 52 DUCTILE IRON WATER PIPE FOR WATER SERVICE 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND FOR STATION, OFFSET AND SIZE, THIS SHEET. 38.8' CONNECTION. O FURNISH AND INSTALL LONG SOLD SLEEVE COUPLING AND PROVIDE CONNECTION TO ® FURNISH AND INSTALL CAP. 1 - METER BOX EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 36.0' 1 - 3/4' METER 12" 1 - METER BOX 34.5' STA 30 +93.7, 34.2' RT 12' APPROXIMATE STA 30 +41.1, 66.0' LT 34.5' 1 - 12" CAP, NJ 12' 1 - B° COUPLING, MJxMJ 34.5' 1 - THRUST BLOCK O3 FURNISH AND INSTALL TEE. 41 FURNISH AND INSTALL STEEL CASING FOR WATER. MAINTAIN 12" MIN VERTICAL CLEARANCE 12' 33 +00 34.5' BETWEEN PIPE AND BOTTOM OF WALL ALL WORK TO REMAIN WITHIN CONSTRUCTION UNITS. 12' STA 30+40.0, 36.3' LT 34.5' SEE STEEL CASING FOR WATER DETAIL, SHEET 142. 12" 1 - 12 "x12 °x8° TEE, FLxFLxFL 2 - 12' GATE VALVE, MAFL 1 - B' GATE VALVE, MJxFL 1 - THRUST BLOCK 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. STA 31 +30.0, 45.0' LT STA 33+30.0, 54.7' LT STA 30+91.4, 59.6' RT STA 29 +16.9, 51.S LT 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND CONNECT TO EXISTING SERVICE UNE. 38.8' APPROXIMATE STA 29 +84.30, 73.24' RT APPROXIMATE STA 29 +63.0, 50.5' LT 1 - 1' METER 1 - 1 1/2' METER 1 - METER BOX 1 - METER BOX APPROXIMATE STA 30 +48.3, 47.1' RT 36.0' 1 - 3/4' METER 12" 1 - METER BOX 34.5' 0 5 10 20 40 60 SCALE IN FEET WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 29 +50 38.8' 36.7' 12' 30 +00 37.5' 35.9' 12' 30 +50 36.0' 35.0' 12" 31 +00 34.5' -- 12' 31 +50 34.5' -- 12' 32 +00 34.5' -- 12" 32 +50 34.5' -- 12' 33 +00 34.5' -- 12' 33 +50 34.5' -- 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS USE CONTROLLED DENSITY FILL FOR PIPE ZONE BEDDING 11. WATER PIPE AND FITTINGS INDICATED ON PLANS SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. SEE WATER PLANS, SHTS 132 -141 AND WATER PROFILES, SHTS 146 -159 THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER ONES. WATER SHALL CROSS OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTILITIES WITH 12' MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET. 13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN 330.2. SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLAN 109 DRAINAGE PROFILE 119,120 WATER PLAN - WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 rzCwrzu urz ARINU3 I aLr I UPT I SURVEYED'. HPc DRAWN BV. soDLHH DESIGN BV. soDLHH CHECK BY JFF PROS MCIY. M FILE O�UVATO1.Mq KpG 79BNA'mueN 75IQJdieamA•n• RECORD swkwABBI4B iawi•,WA9BIfQ DDA��WIf�� )20&IN � DRAWINGS VV xrw. mn h8 AL � CITY OF RENTON ME P °eu�w °,RS D °vaam °m APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PLAN STA 29 +00 TO STA 33 +50 DRAwlnlc no. 137 PROJECT NO TED403430 FEDAID no. cMD s7 DATE MAR 2014 SHEET nIO. 137 of 304 NUMBER REmslonl Descawnonl By APP. DATE