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HomeMy WebLinkAboutzW-3430SetCEMENT CONCRETE PAVEMENT SECTION PER TYPICAL SECTIONS & DETAILS CONCRETE HMA ROADWAY AREAS PAVEMENT AREAS 1' MIN FOR TRENCH CROSS COMPACTED NOTES. SUBGRADE 1. FINISHED GRADE SURFACES FOR NON ROADWAY AREAS NOT SHOWN. PROVIDE CURBS, SIDEWALKS, DRIVEWAY AND PARKING AREA PAVEMENT, AND UNPAVED SURFACE RESTORATION AS SHOWN ON THE PLANS. SAWCUT EXISTING PAVEMENT, APPLY TACK COAT TO SIDES EXISTING PAVEMENT MAY INCLUDE BURIED CONCRETE ROADWAY PANELS (TYR) GRAVEL BACKFILL INCL HAUL FOR WATER GRAVEL BACKFILL FOR PIPE ZONE BEDDING, COMPACTED TO 95% MAX DENSITY OR CONTROLLED DENSITY FILL AS INDICATED ON THE PLANS 2. THE MAXIMUM PAY UNITS FOR TRENCH WIDTHS SHALL BE IN ACCORDANCE WITH WSDOT STD SPECIFICATION 2 -09. 3. TEMPORARY PAVEMENT MAY BE USED FOR PATCHING IN AREAS WHERE ADDITIONAL ROADWAY OR TRENCH EXCAVATION IS ANTICIPATED, OR WHERE DRIVEWAY AND PEDESTRIAN ACCESS MUST BE MAINTAINED. 4. EXCAVATION AND DISPOSAL OF CONTAMINATED SOILS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79, FOR APPROXIMATE CONTAMINATED SOIL LIMITS 5. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, SEE DETAIL, SHEET 26. TYPICAL WATER TRENCH SECTION NTS FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSET AND SIZE, THIS SHEET. O2 FURNISH AND INSTALL LONG SOUD SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. APPROXIMATE STA 11 +15.8, 31.2' LT 1 — 12* COUPLING, NANDI (3 ) FURNISH AND INSTALL TEE. STA 11 +33.1, 40.5 R 1 — 12 "x12 "x12" TEE, FLxFLxFL 3 — 12" GATE VALVE, FL%MJ I — n Dl i1 ai nry ,P 0 © FURNISH AND INSTALL 90 DEG BEND. 26 AND INSTALL 12" CLASS 52 DUCTILE OFFSET RT STA 11 +33.1, 31.2' LT IRON WATER PIPE. -- 1 — 12" 90' BEND, FLxMJ 1 — 12" GATE VALVE, MJxFL 12" 12 +00 1 — THRUST BLOCK 28 FURNISH AND INSTALL CAP. 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN STA 11 +31.1, 55.9' RT 114 310.1. 1 — 12" CAP, NJ WATER PROFILE 11 +22.0, SOD' LT 11 +52.7, 523' RT 1 — THRUST BLOCK 22 ADJUST EXISTING WATER VALVE BOX TO GRADE. 1BO 23 ADJUST UTILITY MANHOLE (COVER) TO GRADE. CHANNEUZATION & SIGNING PLAN GENERAL WATER CONSTRUCTION NOTES 1. E XISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REWIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE UNES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR M TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY w FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE EZ w COUPLINGS (MJ). 0 + B. ALL CONNECTIONS TO EXISTING WATER ONES SHALL BE MADE ONLY AFTER ALL THE NEW WATER UNES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, < CLEANED NTH POLY —PIGS, DISINFECTED NTH CHLORINE SOLUTION, AND HAVE RECEIVED N SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. z 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES ARE PARTIALLY BASED ON RECORD DRAWING INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT EIE PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. � 10. ALL WATER MAINS FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 11. WATER PIPE AND FITDNGS INDICATED ON PLANS SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. SEE WATER PLANS, SHTS 132 -141 AND WATER PROFILES, SHTS 146 -159 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. WATER SHALL CROSS OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES 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. 0 5 10 20 40 60 SCALE IN FEET WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 11 +50 -- 40.5' 12" 12 +00 -- 40.5' 1 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLAN 104 DRAINAGE PROFILE 114 WATER PLAN — WATER PROFILE 146,156 JOINT UTILITY TRENCH PLAN 154 JOINT UTILITY TRENCH PROFILES 1BO PROPERTY RESTORATION PLANS 195 CHANNEUZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 nuuuvuom #1 1 ]uu SURVEYED. HPc DRAWN BY soDiHH . DESIGN DY. soDiHH CHECK BY JLF PREJ SOD JF FILE msrNrxATO�ey KPG 159BNAwrueN 7YRJaflnm&enu RECORD golk WABBIOB TIn,WANM DRAWINGS �EI�M6q MR740 DRAWINGS xw. 4— 11 CITY OF RENTON P�eu�wo,ks DaPaumam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PLAN STA 10 +00 TO STA 12 +00 DRAWINCNO. 132 PROJECTNO TEDaoa3o FED AID NO. CMO�9) DATE MAR 2014 SHEET NO. iaz of aoa RECORD DRAWINGS JLF JAF NUMBER REVISION DescawnoN Ev APP. DATE WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 12 +50 -- 40.5' 12" 13 +00 -- 40.5' 12" 13 +50 -- 40.5' 12" 14 +00 -- 40.5' 12" 14 +50 -- 40.5' 12" 15 +00 -- 40.5' 12" 15 +50 29.9' 40.5' 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (M,) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. B. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPUNGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPUNGS (MI B. ALL CONNECTIONS TO EXISTING WATER UNES SHALL BE MADE ONLY AFTER ALL THE NEW WATER UNES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER UNES. WATER SHALL CROSS OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES 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 WATER CONSTRUCTION NOTES PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST OFURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE, SEE WATER LAYOUT 26 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE. BLOCKING PER RENTON PLAN 330.2. TABLE FOR STATION, OFFSET AND SIZE, THIS SHEET. D 5 10 20 40 60 SHEET O FURNISH AND INSTALL LONG SLEEVE COUPLING AND PROVIDE CONNECTION TO E XISTING SCALE IN FEET WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. SITE PREPARATION & TESC PLAN APPROXIMATE STA 14+9 8.0, 69.4' LT ALIGNMENT PLAN 1 — 12" COUPUNG, MI 0 FURNISH AND INSTALL 11.25 DEG BEND. DRAINAGE PLAN STA 14+99.4, 61.2' LT DRAINAGE PROFILE 1 — 12" 11.25' BEND, MI 1— THRUST BLOCK © FURNISH AND INSTALL 90 DEG BEND. WATER PROFILE STA 15 +00.9, 28.2' LT JOINT UTIUTY TRENCH PLAN 1 — 12" 90' BEND, FLxMJ 1 — 12' GATE VALVE, FLxMJ JOINT UTIUTY TRENCH PROFILES 1 — THRUST BLOCK 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD CHANNEUZATION & SIGNING PLAN PLAN 310.1. ILLUMINATION PLANS STA 13 +55.2, 52.3' RT 20 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY LANDSCAPE PLAN (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPUNG) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. 24 ADJUST WATER METER BOX TO GRADE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLAN 105 DRAINAGE PROFILE 114,115 WATER PLAN — WATER PROFILE 147 JOINT UTIUTY TRENCH PLAN 165 JOINT UTIUTY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNEUZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 rzCwrzu UKARINU3 aLr UPT I SURVEYED'. HPc DRAWN CV. soDrKH DESIGN CV. soDrKH CHECK BY JFF PROS MCIY. M Flee a�rnvem�.aa KpG 79BWbrueN 2ilQJdieam&mm RECORD Batlb,WABM4B iawire,WA9BVi! DDA���If�� JAN �1� DRAWINGS VV xrw. mn h8 All � CITY OF RENTON ME P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PLAN STA 12 +00 TO STA 15 +50 DRAwlnlc no. 133 PROJECT NO TED403430 FEDAID no. cMO s7 DATE MAR 2014 SHEET nIO. iaa of aoa NUMBER REmslonl Descawnonl Cv APP. DATE SEE CONNECTION] DETAIL, SHT 1 EXISTING 12' C.I. 01242 LF PIPE Y.. 335 LF 26 I I ° PIPE c 7 I ®1 1 W W Z I N 1 1 1 1 1 I 1 UI 2" GAS - - 3.3' DEEP - 261 LF PIPE XISTING B' WATER 16' STEEL CASING 2" GAS 4.3' DEEP \ d BEST PHO & THAI __________ __ _ - _ a - - - --- -- - - - - -- . u6r.� �A, - .ddr�- p .. ►a ` J GP T - 749 '' 19 /SEE CONNECTION 4 DETAIL, SHT 142 RAINIER AVE S - - - - - - r 2434 LF PIPE 1 ___ - - __ f _ 3 ____ _______ w NOTE + = DISTANCE FROM LANE LINE (SAWCUT) TO EXISTING FACE OF CURB 0 5 10 20 40 60 SCALE IN FEET F_ 10 _ =_ -------- __ ,c9 OL SOUND FORD I I WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 16 +00 -- 40.5' 12' 16 +50 -- 40.5' 12' 17 +00 -- 40.5' 12' 17 +50 -- 40.5' 12' 18 +00 -- 40.5' 12' 18 +50 -- 40.5' 12' 19 +00 -- 40.5' 12' 19 +50 -- 40.5' 12' 20 +00 -- 40.5' 12' WATER CONSTRUCTION NOTES 316 LF PIPE Z -EXISTM - I B" C.I. 1 WALKER'S RENTON SUBARU M w 2 rn o° 0 N J U ti OFURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE O9 FURNISH AND INSTALL GATE VALVE. EXISTING CONDITIONS FOR STATION, OFFSET AND SIZE, THIS SHEET. SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 2O FURNISH AND INSTALL LONG SOLD SLEEVE COUPLING AND PROVIDE CONNECTION TO 95 STA 19 +00.0, 40.5' RT 1 - 12' GATE VALVE' MJI 106 EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 115,116 WATER PLAN - APPROXIMATE STA 18 +33.3, 63.0' RT APPROXIMATE STA 749 +40.0, 33.6' RT 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN JOINT UTILITY TRENCH PROFILES 1 - B" SLEEVE, MJxMJ 1 - 12" COUPLING, MJxMJ 197 310.1. 219 ILLUMINATION PLANS 230 IRRIGATION PLAN STA 15 +54.6, 41.8' LT STA 17 +12.8, 64.5' RT 3O FURNISH AND INSTALL TEE. Z\STA 19 +713, 6L5' RT REVISION peswwnoN STA 15 +89.3, 40.5' RT STA 18 +33.4, 40.5' RT DATE 1 - 12 %12 %12' TEE, FLxFLxFL 1 - 12 "x12 "xB" TEE, MJxMJxFL 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND 3 - 12" GATE VALVE, FL%MJ 1 - 8' GATE VALVE, FLxMJ C0NNECT TO EXISTING SERVICE UNE 1 - THRUST BLOCK 1 - THRUST BLOCK APPROXIMATE STA 15 +72.7, 52.5' RT APPROXIMATE STA 19 +19.9, 60.0' RT STA 15 +89.8, 31.3' LT 1 - 2' METER 2 - 3/4' METER 1 - 12'x12'X12' TEE, FLxFLxFL 1 - METER BOX 2 - METER BOX 1 - 45' BEND, FxFL 3 - 12" GATE VALVE, FL%MJ 17 FURNISH AND INSTALL B" CLASS 52 DUCTILE IRON WATER PIPE FOR PRIVATE WATER 2 - THRUST BLOCK SERVICE CONNECTION. © FURNISH AND INSTALL 22.5 DEG BEND. 20 FURNISH AND INSTALL 12' CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH WATER LEGEND STA 749 +46.5, 43.6' RT OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL COUPLING AND C0NNECT TO EXISTING SYSTEM. 1 - 12" 22.5' BEND, MJxMJ ABANDON OR REMOVE EXISTING WATER MAIN 1 - 12" 11.25' BEND, MJxMJ 26 FURNISH AND INSTALL 12' CLASS 52 DUCTILE IRON WATER PIPE. PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS 1 - 12' D.I. NIPPLE, MJxMJ 2 - THRUST BLOCK GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERMCES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS 3. EXISTING SERVICE LINES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST -IRON AND ASBESTOS- CEMENT PIPES, AND PROVIDE THE PROPER LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). 8. ALL CONNECTIONS TO EXISTING WATER ONES SHALL BE MADE ONLY AFTER ALL THE NEW WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 11. WATER PIPE AND FITRNGS INDICATED ON PLANS SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. SEE WATER PLANS SHTS 132 -141 AND WATER PROFILES, SHTS 146 -159 FOR 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 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLAN 106 DRAINAGE PROFILE 115,116 WATER PLAN - WATER PROFILE 148,156 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNEUZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 RLVIJL tint RIUMANI L 11UR Al LE] 3UNWAD RECORD DRAWINGS ]W JLF I JAE I / L/ IL 3 2D14 SURVEYED. CDC DE DRAWN BY BOESCH DESIGN ay. soorHH CHECK BY JL PFGJ MGIY. JE FILE a�owemtaq Kp� 753BNA'mueN 75PtJMeamAlrtnm RECORD SoakwABBW Taoxre, WA9BIM DRAWING �N VA� DRAWINGS xxw. mn N4 11 CITY OF RENTON "N vuer�wo,ks pgpaamg,� APPROVED FOR CONSTRUCTION BY DATE. RAINIER AVENUE S SR 167 ( ) S GRADY WAY TO S 2ND ST WATERPL N STA 15 +50 TO STA 20 +00 DRAWING NO 1'^ PROJECT NO TEpaoaao EEOApno. cMO�s7 DATE MAR 2014 SHEET NO is OF aoa NUMBER REVISION peswwnoN pv APR DATE oY9S\ '..NEE, \ o" SEE IL, SHT CONNECTION 43 50 DETAIL, SHT 143 '-7 N iv\ i VEH /: / P / M STA OFFSET LT w � 20 +50 w � 12" x N -- 40.5' °o 21 +50 -- + 0 12" w w -- 39.8' 12° 22 +50 44.5' 41.3' 12" 23 +00 44.5' -- 12" 23 +50 44.5' 40.5' RAINIER "E S 24+00 44.5' 40.5' 12" 24+50 44.5' a c NUMBER REVISION DescawnoN Sv 3274 LF PIPE _ LES SCHWAB ( I� 1 1 1 _ I d e ssmH '31C ° R� � J / JUp cP 2a.4B p I.E. 18.6' N -W, AT JKp� C /9 Lq �2 19 � Jve/ e cP \ \ / J�P/ 2 GP ° d / GP q GP \ JwP \\ EXISTING d o °cP 18' C.L. \ vv v 2 I18" C s \d \ UGP GCq cP� ARBY S _ \ d Gp c. T-) •,J \� UGP =yGP/ C \l9 SEE CONINEC110N 6 _ d DETAIL. SHT 143 _ \ `.� 108.. _____________ ____ \ ^ 9 20 5 U X30 \ -3249 LF PIPE d t a 3 �_ _ ______T_____ CC- 1 q 7 '� 2 , a d /� EXISTING B" C.I. PEA GRAVEL AND PERFORATED PIPE ARE w ANTICIPATED APPROX. 8' BELOW GROUND BID o SURFACE. SEE WATER PROFILE, SHT 149. V° ' ° w w w \T 22 23 24 + � N �\ H I SEE CONNECTION 5A, SB & SC 2 N II DETAIL, SHT 143 2 20 z - ED \ \ 19 a 7 i t' 1 _______� \ls� vAI6.q\\ Tl[L 30 29 C, \ ±148 LF PIPE 1 A� DTI 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLAN 320.1 - 320.3 AND CONNECT TO EXISTING SERVICE LINE. APPROXIMATE STA 20 +09, 65.0' RT APPROXIMATE STA 22 +23.2, 69.7' RT 1 - 3/4" METER 1 - 3/4" METER 1 - METER BOX 1 - METER BOX APPROXIMATE STA 23 +83.6, 52.5' LT 1 - 1° METER 1 - METER BOX 19 FURNISH AND INSTALL 18' CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPUNG) TO INSTALL COUPUNG AND CONNECT TO EXISTING SYSTEM. 20 FURNISH AND INSTALL 12° CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL COUPUNG AND CONNECT TO EXISTING SYSTEM. 18" C.I. �...` e SEE CONNECTION 5A, 58 & SC \ DETAIL, SHT 143 n-D w \ \s Q `SSMH 2 \\ H t.E. Vi� \\� ioe' Mnw as ^ Car \ / ° �♦ FURNISH AND INSTALL BUTTERFLY VALVE. STA 251 +30.5, B.1' RT 1 - 1B" BUTTERFLY VALVE, MAMJ STA 22 +68.2, 34.3' RT 1 - 18" BUTTERFLY VALVE, MJxMJ STA 21 +98.5, 45.5' LT 1 - 18" BUTTERFLY VALVE, MJxMJ STA 248 +12.3, 11.1 RT 1 - 18" BUTTERFLY VALVE, MAMJ STA 22 +81.0, 4B.7' RT 1 - 18" BUTTERFLY VALVE, MJxMJ I BOB BRIDGE SCION 30 FURNISH AND INSTALL 18" CLASS 52 DUCTILE IRON WATER PIPE. 37 FURNISH AND INSTALL IRRIGATION METER PER RENTON STD PLAN 320.2 AND CONNECT TO EXISTING SERVICE LINE. APPROX STA 22 +00, 62' OF, GENERAL WATER CONSTRUCTION NOTES 1. SEE GENERAL WATER CONSTRUCTION NOTES ON NEXT SHEET. WATER CONSTRUCTION NOTES Oj FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSET AND SIZE, THIS SHEET. 2O FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. APPROXIMATE STA 21 +94.1, 50.5' LT APPROXIMATE STA 22 +10.9, 31.3' LT 1 - 18" COUPLING MJxMJ 1 - 18" COUPLING MJxMJ APPROXIMATE STA 22 +64.4, 29.8' RT APPROXIMATE STA 22 +90.9, 60.1' RT 1 - 18" COUPUNG MJxMJ 1 - 18" COUPUNG MJxMJ APPROXIMATE STA 251 +37.3, 7.9' RT APPROXIMATE STA 248 +19.1, 11.0' RT 1 - 18" COUPLING, MJxMJ 1 - 18" COUPLING, MJxMJ APPROXIMATE STA 248 +05.7, 11.0' RT APPROXIMATE STA 251 +13.9, 8.8' RT 1 - 18" COUPLING MJxMJ 1 - 18" COUPLING MJxMJ APPROXIMATE STA 22 +57.6, 41.7' RT 1 - 12" COUPLING MJxMJ SEE CONNECTION 5A, 5B & 5C, SHT 143, FOR INSTALLATION OF COUPLING APPROXIMATE STA 22 +94.8, 46.3' RT 1 - 12" COUPLING MJxMJ SEE CONNECTION 5A, 5B & 5C, SHT 143, FOR INSTALLATION OF COUPLING APPROXIMATE STA 22 +19.6, 44.9' LT 1 - 12" COUPLING MJxMJ SEE CONNECTION 6, SHT 143, FOR INSTALLATION OF COUPLING 3O FURNISH AND INSTALL TEE. STA 22 +04.0, 39.3' LT STA 22 +73.0, 39.7' RT 1 - 18 "x18 "x12" TEE, MJxMJxFL 1 - 18 "x18 "x12" TEE, MJxMJxFL NIPPLE, MJxMJ 1 - 12" 45' BEND, FLxFL 1 - 12" GATE VALVE, FURL 1 - 12" GATE VALVE, FUND 1 - THRUST BLOCK 2 - THRUST BLOCK STA 22 +85.B, 54.2' RT 1 - 18 "x18 °X12" TEE, MJxMJxFL 1 - 12" GATE VALVE, FUND 1 - THRUST BLOCK O FURNISH AND INSTALL 45 DEG BEND. STA 23 +01.7, 40.2' RT STA 22 +10.8, 45.27' LT 1 - 12" 45' BEND, MJxMJ 1 - 12" 45' BEND, MJxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. STA 21 +61.5, 521 RT STA 23 +54.7, 61.7' LT STA 24+02.6, 60.5' RT CORRESPONDING SHEETS WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 20 +50 -- 40.5' 12" 21 +00 -- 40.5' 12" 21 +50 -- 40.5' 12" 22 +00 -- 39.8' 12° 22 +50 44.5' 41.3' 12" 23 +00 44.5' -- 12" 23 +50 44.5' 40.5' 12" 24+00 44.5' 40.5' 12" 24+50 44.5' 40.5' 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLAN 107 DRAINAGE PROFILE 116,117 WATER PLAN - WATER PROFILE 149,157 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 SURVEYED. CPS . DRAWN BY SCOTT DESIGN SY. soorHH CHECK BY JLF PROD Mcw. JF FILE a�rnvem+.exa 79BNbameN 75PtJe&mnMmu RECORD sukuMNB Txmro,WA; DRAWINGS �I� =6274M /1 V xxw. mm M6 11 CITY OF RENTON N P�eu�wo,AS DaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PLAN STA 20 +00 TO STA 24 +50 DRAWING NO. 135 PROJECT NO TED403430 FEDAIDNO CMO�9) DATE MAR 2014 SHEET NO. ias of aoa RECORD DRAWINGS JLF JAF NUMBER REVISION DescawnoN Sv APP. DATE VACUUM Is'EMSL✓ r__ I _ 26 it e g ' \SEE CONNECTION 7 DETAIL, SHT 143 LTL 26 3 1 ELE! 'p3j' e 'E Cop °P A/' PVC UE /PUMP HEAD o p BOB BRIDGE SCION `APE tEv" LITHIA DODGE CHRYSLER 1 SEE CONNECTION B EXISTING ATER 1 � - -- DETAIL, SHT 143- �� - _ 6 - _ ---- 5 , 2 w G:. 77;7; PET, - - -- 2422 LF PIPE 27 T, SEE CONNECTION 9 DETAIL, SHT 143 I iw RAINIt AVE S 2475 LF PIPE _ -- - i ki c-� /- , ,�.- v TT 2 1 0 . o. .{ - - �/ _ _ a� 215 LF PIPE KFC EXISTING _ Vv 8' C.I. [ 1- -- ----- ---- - -IHOP Oj FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE SEE WATER LAYOUT TABLE U FURNISH AND INSTALL GATE VALVE. SIZE FOR STATION, OFFSET AND SIZE, THIS SHEET. 44.5' 40.5' 12" 25 +50 422' 40.5' 12' STA 24+85.8, 44.5' LT O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO 26 +50 1 - 12" GATE VALVE, MJxMJ 40.1' EXISTING WATER MAIN.. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL. SHT 142. 27 +00 41.6' 39.7' 12' 27 +50 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. 12° APPROXIMATE STA 27 +26.3, 72.8' LT APPROXIMATE STA 26 +11.2, RT 53.6 3 &8' 12' 28 +50 1 - 8' COUPLING, MAMJ 1 - 8' COUPLING, MAMJ 12' STA 25+73.3, 52.5' LT STA 25+99.5, 51.9' RT 39.8' APPROXIMATE STA 28 +61.6, 60.5' RT 12° STA 27 +75.2, 50.9' RT 1 - 10' OOUPUNG, MJxMJ 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND O3 FURNISH AND INSTALL TEE. CONNECT TO E %ISTING SERVICE LINE. STA 26 +11.2, 40.3' RT STA 27 +30.1' 41.3' LT APPROXIMATE STA 25 +46.5, 52.5' RT APPROXIMATE STA 25 +78.9, 52.8' LT 1 - 12'x12'.8' TEE, FLxFLxFL 1 - 12'x12'.8' TEE, FLxFLxFL 1 - 3/4" METER 1 - 1 1/2' METER 2 - 12' GATE VALVE, FLxMJ 2 - 12' GATE VALVE, FLxMJ 1 - METER BOX 1 - METER BOX 1 - 8' GATE VALVE, FLxMJ 1 - 8' GATE VALVE, FLxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK APPROXIMATE STA 28 +38.1, 62.8' RT 1 - 1 1/2" METER STA 28 +61.0, 38.0' RT 1 - METER BOX 1 - 12 °x12'x10" TEE, FLxFLxFL 2 - 12" GATE VALVE, FLxMJ 17 FURNISH AND INSTALL 8" CLASS 52 DUCTILE IRON WATER PIPE FOR WATER SERVICE 1 - 10" GATE VALVE, FLxMJ CONNECTION. 1 - THRUST BLOCK 18 FURNISH AND INSTALL 10° CLASS 52 DUCTILE IRON WATER PIPE FOR WATER SERVICE © FURNISH AND INSTALL 22.5 DEG BEND. CONNECTION. STA 27 +30.0, 65.3' LT 2fi FURNISH AND INSTALL 12° CLASS 52 DUCTILE IRON WATER PIPE. 1 - 8" 22.5' BEND, MJxMJ 1 - THRUST BLOCK = EXISTING 10" D.I. °_ , 0 5 10 20 40 60 SCALE IN FEET GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REWIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS 3. EXISTING SERVICE LINES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST -IRON AND ASBESTOS- CEMENT PIPES, AND PROVIDE THE PROPER LONG -BODY ADAPTERS AND TRANSITION COUPUNGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPUNGS (MJ). 8. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WTH POLY -PIGS, DISINFECTED WTH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FO 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. WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 25 +00 44.5' 40.5' 12" 25 +50 422' 40.5' 12' 26 +00 41.4' -- 12° 26 +50 41.4' 40.1' 1 Y 27 +00 41.6' 39.7' 12' 27 +50 41.5' 39.3' 12° 28 +00 41.2' 3 &8' 12' 28 +50 40.6' 3 &1' 12' 29 +00 39.8' 37.5' 12° WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLAN 108 DRAINAGE PROFILE 117 -119 WATER PLAN - WATER PROFILE 150,157 JOINT UTIUTY TRENCH PLAN 168 JOINT UTIUTY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNEUZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 296 rzCwrzu LKARIVU3 I aLr I UPT I SURVEYED. HPc DRAWN BY SCORCH DESIGN ay. soDrKH CHECK BY dLE PROS MCIY. M Else O�UVATO1.Mq ?I RECORD 79BNA'mueN 2ilQJMeamAKnue SwkwAssl Tmim,WA9BIfQ DRAWINGS INCA VA�1� DRAWINGS Aw. mn h8 AL CITY OF RENTON "N P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATERPLAN STA 24 +50 TO STA 29 +00 DRAWING NC. 136 PROJECT NO TEDaoaas EEDAiO no. cMS s7 DATE MAR 2014 SHEET NO. ias OF aoa NUMBER REVISION DescawnoN av APP. DATE �_'_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 i 1 I 1 v I I I � � I I I III - r- r3.fi4HIGH I �e Up SEE CONNECTION 12 DETAIL, SHT 144 UNK LF PIPE I =2=lm m CLll ali y I I I WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 34 +00 34.5' -- 12" 34 +50 34.5' 34.5' 12" 35 +00 34.5' 34.5' 12' 35 +50 34.5' -- 12" 36 +00 34.5' -- 12" 36 +50 34.5' -- 12' 37 +00 34.5' -- 12" 37 +50 34.5' -- 12" 38 +00 34.5' -- 12' WATER LEGEND �IABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS EXISTING 12" D.I. ?� POWER SPORTS l JACK IN THE BOX 115 - =gG IL EXS I 36 ]. ME S - 0 5 10 20 40 SCALE IN FEET GENERAL GENERAL WATER CONSTRUCTION NOTES 1. SEE GENERAL WATER CONSTRUCTION NOTES ON NEXT SHEET. WATER CONSTRUCTION NOTES Oj FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE O7 FURNISH AND INSTALL 45 DEG BEND. FOR STATION, OFFSET AND SIZE THIS SHEET. O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPUNG AND PROVIDE CONNECTION TO STA 33 +95.0, 66.4 RT STA 34 +06.4, 56.5' RT EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 1 - 12' 45' BEND, MJxMJ 1 - 12' 45' BEND, MJxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK APPROXIMATE STA NOT PROVIDED, LT APPROXIMATE STA 351 +17.5, 10.91' RT Og FURNISH AND INSTALL GATE VALVE. 1 - 12" COUPLING, MAMJ 1 - 8" COUPUNG, MAMJ O3 FURNISH AND INSTALL TEE. STA 37 +80.0, 34.5' LT 1 - 12' GATE VALVE, MJxMJ STA 34 +07.1, 34.5' LT STA 34 +23.0, 34.5' LT 1 - 12 °x12 "x12" TEE, FLxFLxFL 1 - 12 °x12 "x12" TEE, MJxFLxFL 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 3 - 12" GATE VALVE, MJxFL 2 - 12" GATE VALVE, MJxFL 310.1. 1 - THRUST BLOCK 1 - THRUST BLOCK STA 34 +92.5, 46.3' LT STA 35 +21.4, 46.3' RT STA 34 +07.1, 34.5' RT STA 35 +13.6, 34.5' RT STA 37 +91.7, 46.3' LT 1 - 12 "x12 "x12" TEE, FLxFLxFL 1 - 12 "x12 "x12" TEE, MJxMJxFL 3 - 12' GATE VALVE, FLxMJ 1 - 12' GATE VALVE, FLxMJ 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 1 - THRUST BLOCK 1 - 12' CAP, Mal AND CONNECT TO EXISTING SERVICE LINE 1 - THRUST BLOCK APPROXIMATE STA 351 +03.8, 31.3' RT APPROXIMATE STA 34+60.8, 60.6' LT d� 1 - 1 METER 1 - 3/4' METER 1 - METER BOX 1 - METER BOX .,,> APPROXIMATE STA 35 +87.9, 46.5' LT APPROXIMATE STA 37 +77.5, 46.5' LT 1 - 1" METER 1 - 3/4' METER QDOBA ( 1 - METER BOX 1 - METER BOX APPROXIMATE STA 37 +82.6, 46.5' LT APPROXIMATE STA 37 +87.2, 46.5' LT . . . . . . . :] _ _ 1.. -.:. 1 - 3/4' METER 1 - 1" METER - - 4 L 1 - METER BOX 1 - METER BOX I - - - -- 10 - -7 � A 23 UTILITY MANHOLE REMOVED A 15 _ 26 FURNISH AND INSTALL 12 CLASS 52 DUCTILE IRON PIPE. r _ 1 3448 LF PIPE 31 e Y 75 w 87 ALIGNMENT PROFILE 1 - 12" BLOW OFF VALVE, MAMJ n 110 1 - 12' CAP, MJ 315 LF PIPE N 1 - THRUST BLOCK _ w N 157; + M 170 JOINT UTILITY TRENCH PROFILES 35 M _ INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. 223 Q 234 m M 37 y a TO EXISTING SERVICE ONE z EZ 26 BY DO z _ - - -- uC \O� HE 3 3 1 - 1 1/2" METER L__ _ 3106 LF PIPE - - - - --- 1 - METER BOX 26 I PC 1 - -- a -- - -- - - 26 • _ I'P- LED �,U 0 J IIE I u d_J �I 26 c 71 / �I a I r -I I SEE CONNECTION 11 DETAIL, SHT 144 115 - =gG IL EXS I 36 ]. ME S - 0 5 10 20 40 SCALE IN FEET GENERAL GENERAL WATER CONSTRUCTION NOTES 1. SEE GENERAL WATER CONSTRUCTION NOTES ON NEXT SHEET. WATER CONSTRUCTION NOTES Oj FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE O7 FURNISH AND INSTALL 45 DEG BEND. FOR STATION, OFFSET AND SIZE THIS SHEET. O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPUNG AND PROVIDE CONNECTION TO STA 33 +95.0, 66.4 RT STA 34 +06.4, 56.5' RT EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. 1 - 12' 45' BEND, MJxMJ 1 - 12' 45' BEND, MJxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK APPROXIMATE STA NOT PROVIDED, LT APPROXIMATE STA 351 +17.5, 10.91' RT Og FURNISH AND INSTALL GATE VALVE. 1 - 12" COUPLING, MAMJ 1 - 8" COUPUNG, MAMJ O3 FURNISH AND INSTALL TEE. STA 37 +80.0, 34.5' LT 1 - 12' GATE VALVE, MJxMJ STA 34 +07.1, 34.5' LT STA 34 +23.0, 34.5' LT 1 - 12 °x12 "x12" TEE, FLxFLxFL 1 - 12 °x12 "x12" TEE, MJxFLxFL 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 3 - 12" GATE VALVE, MJxFL 2 - 12" GATE VALVE, MJxFL 310.1. 1 - THRUST BLOCK 1 - THRUST BLOCK STA 34 +92.5, 46.3' LT STA 35 +21.4, 46.3' RT STA 34 +07.1, 34.5' RT STA 35 +13.6, 34.5' RT STA 37 +91.7, 46.3' LT 1 - 12 "x12 "x12" TEE, FLxFLxFL 1 - 12 "x12 "x12" TEE, MJxMJxFL 3 - 12' GATE VALVE, FLxMJ 1 - 12' GATE VALVE, FLxMJ 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 1 - THRUST BLOCK 1 - 12' CAP, Mal AND CONNECT TO EXISTING SERVICE LINE 1 - THRUST BLOCK APPROXIMATE STA 351 +03.8, 31.3' RT APPROXIMATE STA 34+60.8, 60.6' LT d� 1 - 1 METER 1 - 3/4' METER 1 - METER BOX 1 - METER BOX .,,> APPROXIMATE STA 35 +87.9, 46.5' LT APPROXIMATE STA 37 +77.5, 46.5' LT 1 - 1" METER 1 - 3/4' METER QDOBA ( 1 - METER BOX 1 - METER BOX APPROXIMATE STA 37 +82.6, 46.5' LT APPROXIMATE STA 37 +87.2, 46.5' LT . . . . . . . :] _ _ 1.. -.:. 1 - 3/4' METER 1 - 1" METER - - 4 L 1 - METER BOX 1 - METER BOX I - - - -- 10 - -7 � A 23 UTILITY MANHOLE REMOVED A 15 _ 26 FURNISH AND INSTALL 12 CLASS 52 DUCTILE IRON PIPE. 13 31 FURNISH AND INSTALL BLOW -OFF PERMANENT ASSEMBLY PER RENTON ST) PLAN 340.1. Y 75 STA 35 +13.6, 59.5' RT 87 ALIGNMENT PROFILE 1 - 12" BLOW OFF VALVE, MAMJ n 110 1 - 12' CAP, MJ _ _ _ _ 9 WATER PLAN 1 - THRUST BLOCK _ w N ® FURNISH AND INSTALL 12'x8' REDUCER AND 8" CLASS 52 DUCTILE IRON WATER PIPE AS 170 JOINT UTILITY TRENCH PROFILES NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO °o 201 INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. 223 ILLUMINATION PLANS 234 m M 37 FURNISH AND INSTALL IRRIGATION METER PER RENTON STO PLAN 320.2 AND CONNECT a TO EXISTING SERVICE ONE N REVISION DESCRIPTION BY DO GTE APPROXIMATE STA 35 +81.9, 46.5' LT 1 - 1 1/2" METER i 1 - METER BOX - -- a -- - -- - - CORRESPONDING SHEETS I'P- LED �,U 77 V t McLENDON HARDWARE 60 CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLAN 110 DRAINAGE PROFILE 120,121 WATER PLAN - WATER PROFILE 152,158 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 rzCwrzu UKARIIvU3 aLr UPT I SURVEYED'. CDC DRAWN DY. soo1KH DESIGN DY. soo1KH CHECK BY JFF PROS MOIY. M FILE 0655GWAT01.Mq KpG 76iBNA'mueN 2ilQJdieam&m• RECORD swkwA•14B iawi•,WA91Vi2 DDA��•If�� )NI VA�1M DRAWINGS VV MMY. � h8 All � CITY OF RENTON ME P�fiu�wo,ks oaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PLAN STA 33 +50 TO STA 38 +00 DRAWING NO. 138 PROJECT NO TED403430 FEDAIO no. cMO s7 DATE MAR 2014 SHEET NO. 138 OF 304 NUMBER REVISION DESCRIPTION BY APP. GTE M w N °o m M N z J U s EXISTING SSMH 9681 ISEE CONNECTION 13 DETAIL, SHT 144 B" D.I. _- NaT ncccssco CIDOBA BLOCKBUSTER i 2 34T - - - -- - FRED MEYER - 7 -- - -- _ - -� _____/ 26 i - — P 7 T J 10 5 I 10 JT 4 h &7" _ --------------- - - - - -- -3400 LF PIPE 26 1 A a y 5 CD 41\ a 39 40 \ o\ \ w �RAINIERAVES H _ ---------------- -_ - - -- UL, \ t1GP IIGPUGP— — Q L P;� JGP uGP ea— G : ubp 9 uePa�—_QGP uGP� -- uGP • . OGP OGP IIGP UG \ I — \ Q — Q ( a 0 — Q - -- -- - - - - -- - - - -- \�D McLENDON }\ jr HARDWARE SEE CONNECTION 14 DETAIL, SHT 144 '1 44 2 S IIXITING� \\ 1 16" C.I. WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 38 +50 34.5' -- 12" 39 +00 34.5' -- 12" 39 +50 35.1' -- 12" 40 +00 35.8' -- 12" 40 +50 -- -- -- 41+00 -- -- -- 41+50 38.1' -- 12" 42 +00 38.8' -- 12" 0 5 10 20 40 SCALE IN FEET WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS WATER CONSTRUCTION NOTES r O1 FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSET AND SIZE, THIS SHEET. O2 FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. APPROXIMATE STA 449 +16.1, 10.6' RT APPROXIMATE STA 450 +95.4, 17.3' RT 1 - B" COUPLING, MJxMJ 1 - 16" COUPLING, MJxMJ ® FURNISH AND INSTALL CROSS. 6O STA 41 +00, 37.3' LT 1 - 12 "x12 "x12 "x12" CROSS, FLxFLxFLxFL 2 - 12" D.I. NIPPLE, MJxMJ 4 - 12" GATE VALVE, FLxMJ OS FURNISH AND INSTALL 11.25 DEG BEND. STA 40 +99.9, 46.4' LT STA 41 +00.1, 28.3' LT 1 - 12" 11.25' BEND, MI 1 - 12" 11.25' BEND, MJxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. STA 40 +49.8, 40.4' LT STA 41 +70.5, 50.2' LT STA 450 +71.7, 31.9' RT 26 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE. 3q FURNISH AND INSTALL 12".B" REDUCER AND B" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPUNG) TO INSTALL COUPUNG AND CONNECT TO EXISTING SYSTEM. ® FURNISH AND INSTALL 16 "x12" REDUCER AND 16" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPUNG) TO INSTALL COUPUNG AND CONNECT TO EXISTING SYSTEM. SURVEYED. HPG DRAWN BY. SCORCH KpG �� CITY OF RENTON DESIGNBY. SCORCH RECORD ME Publa Wo,Ns Department 75JBNA'mueN 75IQJdieamAKnm CHECK BY. JFF swkwA4B,W Tmim, WA9Blf8 DRAWINGS I��� APPROVED FOR CONSTRUCTION PFCJ MGW. JF ' FILE. O�UVATO1.Mq '�m BY DATE. GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE UNES, 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 W /CITY OF RENTON. C DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REWIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST -IRON AND ASBESTOS- CEMENT PIPES, AND PROVIDE THE PROPER LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOUD SLEEVE COUPLINGS (MJ). B. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER UNES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES ARE PARTIALLY BASED ON RECORD DRAWING INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFUCT IS FOUND. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER UNES. 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 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLAN 111 DRAINAGE PROFILE 122 WATER PLAN - WATER PROFILE 153,158 JOINT UTIUTY TRENCH PLAN 171 JOINT UTIUTY TRENCH PROFILES 1B7 PROPERTY RESTORATION PLANS 202 CHANNEUZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PLAN STA 38 +00 TO STA 42 +00 139 DRAWING NO PROJECT NO TED403430 FED AID NO. CM0�9) DATE MAR 2014 SHEET NO 139 OF 304 Ca M2 w x °o N w z J U a 0 5 10 20 40 60 SCALE IN FEET WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 42 +50 39.6' -- 12" 43 +00 40.3' -- 12" 43 +50 40.5' -- 12" 44+00 40.5' -- 12" 44+50 40.5' -- 12" 45 +00 40.5' -- 12" WATER LEGEND ABANDON OR REMOVE EXISTING WATER MAIN a w x °o a N w z J U a FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSETS AND SIZE, THIS SHEET. ( FURNISH AND INSTALL GATE VALVE. STA 43 +50.0, 40.5' LT 1 - 12" GATE VALVE, MAMJ 1D FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. STA 43 +25.0, 52.0' LT 15 FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLANS 320.1 - 320.3 AND CONNECT TO EXISTING SERMCE UNE. APPROXIMATE STA 43 +04.7, 52.4' LT APPROXIMATE STA 42 +25, 62.7' LT STA NOT PROVIDED 1 - 1" METER 1 - 1" METER FUTURE SERVICE LINE 1 - METER BOX 1 - METER BOX 1 - 1" METER 1 - METER BOX APPROXIMATE STA 43 +79.2, 59.0' RT APPROXIMATE STA 43 +88.1, 59.0' RT 1 - 1" METER 1 - 1 1/2" METER 1 - METER BOX 1 - METER BOX APPROXIMATE STA 43 +69.5, 605 LT APPROXIMATE STA 44 +58, 1 LT 1 - 1" METER 1 - 3/4" METER 1 - METER BOX 1 - METER BOX 33 FURNISH AND INSTALL LONG 1.5" METER CONNECTION AND REDUCE AT METER. APPROXIMATE STA 43 +75, ADDED 4' SLEEVE GENERAL WATER CONSTRUCTION NOTES EXISTING WATER MAINS HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE LINES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST -IRON AND ASBESTOS - CEMENT PIPES, AND PROVIDE THE PROPER LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). 8. ALL CONNECTIONS TO EXISTING WATER ONES SHALL BE MADE ONLY AFTER ALL THE NEW WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR 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 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLAN 112 DRAINAGE PROFILE 123 WATER PLAN - WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNEUZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 rzCwrzU UKARINU3 aLr UPT I SURVEYED. HPc DRAWN BY So0 /KH DESIGN DV. soDrKH CHECK BY dLE PFE MCIY. M EiLe a�rnvem�.aa ?I RECORD 79BWbrueN 25IQJdiaamArmm Batlb,WABM4B Tmim,WA9BVQ DRAWINGS INCA VA�1� DRAWINGS Aw. mn b6 All CITY OF RENTON "N P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATERPLAN STA 42 +00 TO STA 45 +00 DRAWING NC. 140 PROJECT NO TEDaoaao EEDAiD no. cMO s7 DATE MAR 2014 SHEET NO. iao OF aoa NUMBER REVISION DescawnoN Dv APP. DATE w w N0 n a N w M J EIE H _._ 0 ILLY'S flI EXISTING 12" A.C. I NECTION 15A DETAIL, SHT 145 � 232 LF PIPE _I � 39 15 S PNP 6 2129 LF PIPE FtAINIE S 3 26 n ° 6 / / e / I LQ JGP U�P- 9Gl' -- tl61� ��YaP� n / " c / / / I I .EXISTING )I .8• D.1. ♦ . w P �I 0 � I m / /n0 / J/ / / 28 , EXISTING / B° C.I. 22 45 2 / /o s RIM SEE CONNECTION 16 DETAIL, SHT 145 A ° 0 5 10 40 RwvR /Raw a /n_„ SCALE IN FEET 60 WATER LAYOUT TABLE STA SEE CON OFFSET RT SIZE 45 +50 40.5' -- 12• 46 +00 1 -- 12• 46 +50 - -- 28.6' 12• 47 +00 67.5' 25.1' 12• 47 +50 -- 23.8' " c / / / I I .EXISTING )I .8• D.1. ♦ . w P �I 0 � I m / /n0 / J/ / / 28 , EXISTING / B° C.I. 22 45 2 / /o s RIM SEE CONNECTION 16 DETAIL, SHT 145 A ° 0 5 10 40 RwvR /Raw a /n_„ SCALE IN FEET 60 WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 45 +50 40.5' -- 12• 46 +00 40.6' -- 12• 46 +50 60.2' 28.6' 12• 47 +00 67.5' 25.1' 12• 47 +50 -- 23.8' 12• 48 +00 -- 24.6' 12' 48 +50 -- 26.4' 12• 49 +00 -- -- -- GENERAL WATER CONSTRUCTION NOTES 1. SEE GENERAL WATER CONSTRUCTION NOTES ON PREVIOUS SHEET. WATER CONSTRUCTION NOTES O1 FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSET AND SIZE THIS SHEET. 22 FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. APPROXIMATE STA 551 +38.6, 6.1' RT APPROXIMATE STA 48 +62.0, 15.0' RT APPROX. STA 551 +24.9, 1B.7' LT 1 - 8" COUPLING, MJxMJ 1 - 12• COUPLING, MJxMJ 1 - 6" COUPLING, MJxMJ _ APPROXIMATE STA 47 +08.4, 60' LT APPROXIMATE STA 48 +77.9, 29.9' RT / 1 - 12• COUPLING, MJxMJ 1 - 12• COUPLING, MJxMJ WATER LEGEND 3O FURNISH AND INSTALL TEE. (COUPLING MOVED SOUTH, NO STA PROVIDED) \�►-� ���r / I wA ABANDON OR REMOVE EXISTING WATER MAIN sw STA 45 +80.5, 40.5' LT STA 46 +29.0, 29.8' RT 1 PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS 1 - 12 "x12 "x12" TEE, MJxMJxFL 1 - 12 "x12 "x12" TEE, FLxFLxFL " EXISTING 1 - 12° D.I. NIPPLE, MJxMJ 1 - 12° D.I NIPPLE, MAMJ 1 8• D.I. O USE CONTROLLED DENSITY FILL FOR PIPE ZONE BEDDING 1 - 12° GATE VALVE, FLxMJ 3 - 12° GATE VALVE, FLxMJ I WALGREENS 1 - THRUST BLOCK 1 - THRUST BLOCK �' G 7 2 ///��7 (/ // l' / \ / /J /� STA 46 +28.8, 40.8' LT STA 48 +60.2, 27.7' RT 22 1 ^ (((lll Gll ?ll U 1 - 12' GATE TEE, FlxFLxFL 1 - 12m GATE TEE. FLxFLxFL \ / 3 - 12" GATE VALVE, MJxFL 3 - 12" GATE VALVE, FLxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK SEE CONNECTION 158\-: E%ISTIN DETAIL, SHT 145 12" C.I. _/_ BO %CULVERT 47 AND WATER PIPE 1 I I I L LINK LF PIPE I 40 Y -r 1-11 LINK LF PIPF / Q G I,a\ OS FURNISH AND INSTALL 11.25 DEG BEND. 8" D.I. / 8" D.I. © FURNISH AND INSTALL 22.5 DEG BEND. STA NOT PRDVmE0 1 - 12" 11.25' BEND, It STA 45 +80.5, 49.6' LT STA 48 +58 // /J ���%%% 1 - THRUST BLOCK 1 - 12. 225' BEND, MJxMJ 1 - 12" 22.5' BEND, MJxMJ 1- THRUST BLOCK 1 - THRUST BLOCK FURNISH AND INSTALL 45 DEG BEND. � STA 46 +28.8. 60.1' LT STA 48 +65 STA 46 +58.4, 57.1' LT STA 46 +86.1, 721' LT 1 - 12" 225' BEND, MI 1 - 12" 22.5' BEND, MAMJ 1 - 12" 45' BEND, MJxMJ 1 - 12. 45' BEND, MAMJ 1 - THRUST BLOCK 1 - THRUST BLOCK \yam, 1 - THRUST BLOCK 1 - THRUST BLOCK \,r\ O FURNISH AND INSTALL 90 DEG BEND. 1 - 46 +28.2, BEN RT 1 - 12° 225' BEND, MJxMJ w \ \\\ STA NOT PROVIDED, RT 1 - THRUST BLOCK 4 1 - 6" 90' BEND, MJxMJ JxMd ,gMMH 32e/ 1 - THRUST BLOCK tE N-3 22 s 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. ®E 22 \ E%. 12" C.I. STA 45 +68.6, 523' LT STA 551 +47.4, 31.7' RT STA 46 +87.4, 43.7' RT 9 2 12 FURNISH AND INSTALL 8• CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. 6 4 3 20 1g FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLAN 320.1 - 320.3 AND CONNECT TO EXISTING SERVICE LINE 20 ' APPROXIMATE STA 45 +73.1, 64.4' LT r- 2 ' 1 - 3/4" METER 1 - METER BOX O20 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF I II COUPLING) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. CORRESPONDING SHEETS 7LF 1 43 SEE CONNECTION d O O ADJUST WATER VALVE BOX TO GRADE. 17A & 17B DETAIL, SHT 145 cP IX c n 43 \' J II � . 12" C.I. 7 ADJUST UTILITY MANHOLE (COVER) TO GRADE. it WALKER'S RENTON SUBARU /p VTINUED 2fi FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE. 28 FURNISH AND INSTALL CAP OR BLIND FLANGE. STA 46 +32.4, 70.9' LT 2 - 12° CAP OR BLIND FLANGE, FL 2 - THRUST BLOCK ® FURNISH AND INSTALL CROSS FOR FIRE HYDRANT ASSEMBLY. STA 46 +31.2, 87.5' LT 1 - 12 "x12 "x12 "x12" CROSS, FLxFLxFlaFL 2 - 12• GATE VALVE, FLxMJ 1 - 127 D.I. NIPPLE qp FURNISH AND INSTALL TEE FOR FIRE HYDRANT ASSEMBLY. STA 45 +94.8, 118.5' RT 1 - 12"x6" TEE, FLxFL 2 - 12" GATE VALVE, FlxMJ 1 - 12' GATE VALVE, FLxFL 1 - 12•x8" REDUCER, FLxMJ 0� FURNISH AND INSTALL TEE FOR FIRE HYDRANT ASSEMBLY. STA NOT PROVIDED 1 - 8 "x6" TEE 1 - GATE VALVE AND THRUST BLOCK FOR FIRE HYDRANT ASSY 42 CONNECT TO EXISTING FIRE HYDRANT. STA 551 +25.3, 28.4' LT 43 CONNECT TO EXISTING WATER SERVICE METER. STA 47 +23.8, 39.45' RT STA 47 +24.20, 44.83' RT 1 - 1 1/2• METER 1 - 1 1/2• METER STA 48 +42.84, 40.40' RT STA 48 +69.33, 43.50' RT 1 - 3/4• METER 1 - 3/4" METER 45 FURNISH AND INSTALL 6• CLASS 52 DUCTILE IRON PIPE TO CONNECT TO EXISTING FIRE HYDRANT. 39 FURNISH AND INSTALL ADAPTOR PER CITY OF RENTON STD. PLANS 300.2- 300.5. STA 45 +73.B. 80.7' LT 1 - 12" ADAPTOR, MJxMJ CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 7B ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLAN 113 DRAINAGE PROFILE 123,124 WATER PLAN - WATER PROFILE 155,159 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 rzCwrzu JKARIISU] I JLr i JIV i SURVEYED. HPc DRAWN BY SCOUT DESIGN BY. soorKH CHECK BY JLE PROL MGR LE FILE a�rnveml.exa KpG 753BNbrueN 75PtJtlieamArenm RECORD SN%WAEI Tmna,WA9S4N DRAWINGS HIMN W4�1 DRAWINGS xwu. � b6 AL CITY OF RENTON "N P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S MIND ST WATERPLAN STA 45 +00 TO STA 49 +00 DRAWING NC. 141 PROJECT NO TEDaoaao EEDAID no. cMO s7 DATE MAR 2014 SHEET No. iai OF aoa NUMBER REVISION DescawnoN By APP. DATE a i 0 'o i CASING DETAIL "" STD. WALL NTS 'A" WATER STBEEL CASING PIPE D.I. PIPE CASING SPACER so SECTION A -A NTS NOTES: 1. CASING SEAL BRICK IN AND MORTAR FINISH. 2. PROVIDE MIN 3 CASING SPACERS PER PIPE LENGTH. 3. EXTEND STEEL CASING 4.5' FROM FRONT FACE AND BACK FACE OF WALL, OR WALL FOOTING, WHICHEVER IS WIDER. REINFORCED CONC. WALL FOOTING OR BASE OF STRUCTURAL EARTH WALL AND FOUNDATION PAD. SEE WALL PLANS, PROFILES @ DETAILS, SHTS 28 -35. I CASING SEAL 2' MAX 1/2" MIN. CLEARANCE BETWEEN STEEL CASING @ END BELL OF D.I. PIPE CASING PIPE "B° DIA. STD. STEEL PIPE "A° PIPE SIZES °B° CASING SIZES MIN CASING WALL THICKNESS 6" 12" 1/4" B. 16" 1/4" 10° 20° 1/4" 12° 24° 1/4" 14° 28° 1/4" 16° 32° 1/4" STEEL CASING FOR WATER DETAIL NTS D.I. LONG SOLID SLEEVE COUPUNG (MJ) NEW DUCTILE IRON PIPE E%. PVC, D.I. LACED OR C.I. PIPE (DUTCHMAN) TYPICAL CONNECTION TO EXISTING WATER MAIN DETAIL NTS WATER CONNECTION GENERAL NOTES 1. REMOVE ANY CONFLICTING EXISTING WATER PIPES, FITRNGS, THRUST BLOCKING, OR APPURTENANCES AS NECESSARY TO INSTALL EX. 12° C.I. WATER CONNECTION 2 TO CONNECTIONS TO EXISTING WATER MAINS. EXISTING WATER MAIN 2. THE CONNECTION "/" DETAILS SHOWN ARE INTENDED TO DEMONSTRATE THE VARIOUS STEPS AND SEQUENCING REQUIREMENTS RENTON' BEFORE EACH NEW 11.25' BEN CONNECTION CAN BE MADE TO THE CITY ,I INCLUDING WATER SYSTEM. ALL EXISTING AND E FUTURE COON IMPROVEMENTS, LS. FOR UTILITIES, ARE NOT SHOWN ON THE CONNECTION "/° DETAILS. FOR ADDITIONAL WATER CONSTRUCTION INFORMATION, SEE SHTS 132 -141. SEE APPLICABLE Vi CONTRACT DRAWINGS FOR ALL OTHER INFORMATION. NEW 12° D.I. Vi WATER STUB E%. 90' BEND AND BLOCKING Vl- NEW 12° D.I. WATER STUB Z Z CONNECTIOIN 1 TO �/ D3 D3A E% 12" C.I. WATER EXISTING WATER MAIN NEW 12° D.I. WATER TO BE ABANDONED \\ o - p E%. 12° WATER o p PO a .g NEW 12" D.I. WATER -W 71�IC 71 iC EX. DEAD -MAN P -� CONNECTION 2 DETAIL Nohs: BLOCK E%. 12° CAP � SEE PLAN SHT 133 REMOVE TEMPORARY FIRE HYDRANT AND 12" E%. 12" GATE VALVE IN VAULT APPROXIMATE STA 14 +98.0, 69.4' LT END CAP. SEE WATER BYPASS PLANS, SHT ' 160. REMOVE EXISTING 90' BEND AND BLOCKING AND CONNECT NEW 12" D.I. WATER STUB TO CONNECTION 7 DETAIL` EXISTING 12° C.I. WATER WITH 12° SOLD SEE PLAN SHT 132, PROFILE SHT 146 REMOVE EXISTING END CAP AND CONNECT SLEEVE COUPLING (MJ) OR ADAPTOR AND D.I. APPROXIMATE STA 11 +15.8, 31.2 LT NEW 12° D.I. WATER STUB TO EXISTING 12" D.I. SPOOL CAP EXISTING WATER LINE WITH MJ PIPE PATH 12° SOLID SLEEVE COUPLING (MJ), CAP. AND D.I. SPOOL, AND SHACKLE TO EXISTING VALVE NTH 4 -3/4° RODS. / o NEW 12° D.I. WATER CONNECTION 3 TO C.I. EXISTING WRIER MAIN X L// NEW 11.25' BEND E%. 12° C.I. WATER /NEW 22,5' BEND TO BE ABANDONED _, ru Fx NEW 12" D.I. WATER STUB _B" C.I. WATER I D5 NEW 8° D.I. WATER STUB y G— v. v CONNECTION 4 TO I EX. 8' C.I. WATER EXISTING WATER MAIN La NEW 12' D.I. WATER � @ i CONNECTION 4 DETAIL NOTES: I SEE PLAN SHT 134 REMOVE TEMPORARY FIRE HYDRANT, 2" APPROXIMATE STA 18 +33.3, 63.0' RT SERWCE LINES AND 8" END CAP. SEE WATER BYPASS PLANS, SHT 161. REMOVE EXISTING B" TEE AND BLOCKING FOR CONNECTION 3 DETAIL NOTES: INSTALLATION OF NEW TEE AND BLOCKING. ABANDON AND REMOVE EXISTING B" C.I. SEE PLAN SHT 134, PROFILE SHT 156 REMOVE TEMPORARY FIRE HYDRANT AND 12" END CAP. WATER PIPE AND CONNECT NEW 8° D.I. WATER APPROXIMATE STA 16 +28.2, 72.2' LT SEE WATER BYPASS PLANS, SHT 160. STUB TO EXISTING 8" C.I. WATER WITH 8" CONNECT NEW 12" D.I. WATER STUB TO EXISTING 12" SOLID SLEEVE COUPLING (MJ) OR ADAPTOR C.I. WATER WITH 12° 22.5' +11.25' BENDS AND AND D.I. SPOOL BLOCKING, 12" SOLID SLEEVE COUPLING OR ADAPTOR 0 5 10 20 30 AND D.I. SPOOL. CAP EXISTING 12° WATER NTH 12° MJ SCALE IN FEET CAP. rzCwrzU UKARINU3 I JLr i JIV i SURVEYED. KPc DRAWN BY SOD DesicN BY. so0 CHECK BY JLF PFGJ MGW. JF File �owaoI KpG RECORD 753MM�brueN 2iPtkAeamArenu Batlb,WAABI4B TpYIq WA9&f& DRAWINGS 2114M0 V4677 DRAWINGS w¢Ypgmn All CITY OF RENTON N P�eu�wo,ks Department APPROVED FOR COmslRUCliom BY DATE. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER DETAILS DRAWING NO 142 PROJECT NO TEDaos(04 FEDAID IJG. -0MO B) DATE MAR 2014 SHEET NO iaz of aoa NUMBER REVISION DescawnoN By APP. DATE a M i 0 E3 i 24 NEW 12" D.I. WATER / CONNECTION SD TO NEW 18" D.I. WATER — _ EXISTING WATER MAIN @ 249 STEP 2 �y, C.I. '7C'i T STEP 1 WATER -,v w / STEP 1, SEE CONNECTION 5A, — — va�JJ v✓— — — — 5B & 5C BELOW E%. 18' C.I. WATER NEW 18' D.I. WATER a FO ° a FO a ° a O O ° CI TCONNETON 6 O x EXISTING WATER MAIN CONNECTION 5D DETAIL NOTES: SEE PLAN SHT 135, PROFILE SHT 157 SEE CONNECTION SA, 5B & SC CONNECTION 5D - APPROXIMATE 7TH AVE STA 248 +12.31 11.1' RT BELOW, THIS SHEET, FOR NOTES. (J A NEW 127 D.I. WATER AD DO 1 SEE STEP 3 BELOW 251 NEW 18° D.I. WATER 1 — EX. 18" C.I. WATER 40 CA �JI ^YL JI IL IL J X400, SEE STEP 2 SEE STEP 1 BELOW BELOW CONNECTION 5C TO r ' CONNECTION SB TO EXISTING WATER MAIN - EXISTING WATER MAIN SEE STEP I CONNECTION 6 DETAIL SEE PLAN SHT 135, PROFILE SHT 157 CONNECTION 50 - APPROXIMATE STA 22 +04.0, 39.3' LT NEW S' D.I. WATER STUB CONNECTION 8 TO EXISTING WATER MAIN EX WATER NEW 12" 22.5' BEND NOTES: STEP I REMOVE TEMPORARY SERVICE LINE, SEE WATER BYPASS PLANS, SHT 161. REMOVE SECTION OF EXISTING 18' AND 8" WATER LINES, 18 "x8" TEE, VALVE, BEND AND BLOCKING AND CUT -IN NEW 18 °x12' TEE, 18° BUTTERFLY VALVE AND 12" GATE VALVE. STEP 2: AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION AND FLUSHING, CONNECT NEW 12" D.I. WATER TO NEW 12" VALVE WITH 12' SOLD SLEEVE COUPLING (MJ) NEW 12" D.I. WATER `</N // '// <�`/ NEW 8° D.I. WATER STUB CONNECTION 7 DETAIL NOTES: SEE PLAN SHT 136 REMOVE TEMPORARY FIRE HYDRANT, CONNECTION 7 - APPROXIMATE STA 2fi +11.2, 40.3' RT 8° END CAP AND 2" SERVICE UNE. SEE WATER BYPASS PLANS, SHT 161. CONNECT NEW 8° D.I. STUB TO EXISTING 8" C.I. WATER WITH 8" SOLD SLEEVE COUPLING PER CITY OF RENTON STD. PLAN 300.5 3a EX. 8° D.I. WATER a CONNECTION 9 TO EXISTING WATER MAI Nx Qo NEW 12' D.I. - WATER NEW 10" D.I. 4 ° a WATER STUB T !L� a E%. 10" D I. WATER 7 I IttF�'I � CONNECTION 8 DETAIL NOTES CONNECTION 9 DETAIL SEE PLAN SHT 136 SEE PLAN SHT 136, PROFILE SHT 157 CONNECTION 5A, 5B, $ 5C DETAIL NOTES: CONNECTION 9 - APPROXIMATE STA 27 +26.3, 72.8' LT REMOVE TEMPORARY 3" SERVICE LINE, CONNECTION 9 - APPROXIMATE STA 28 +61.6, 60.5' RT SEE WATER BYPASS PLANS, SHT 161. SEE PLAN SHT 135, PROFILE SHT 157 STEP 1: CUT -IN 2 NEW BUTTERFLY VALVES (5C & 5D) ON EXISTING 18" C.I. WATER LINE AT STA CONNECT NEW 8" D.I. STUB TO CONNECTION 5A - APPROXIMATE STA 22 +73.0, RT, 39.7' RT 248+123, 11.1' RT & 251 +30.5, 8.1' RT. ON 50, FIRE HYDRANT ASSY PER C.O.R. STD PLAN 310.1 EXISTING 8" C.I. WATER WITH 8" SOLID NOTES: CONNECTION 5B - APPROXIMATE STA 22 +85.8, 54.2' RT SLEEVE COUPLING PER CITY OF CONNECTION 5C - APPROXIMATE 7TH AVE STA 251 +30.5, B.1' RT STEP 2: CUT -IN 2 NEW 18'x12' TEES, 18' BUTTERFLY VALVES AND 12' GATE VALVES AT STA 22 +73.1, RENTON STD. PLAN 300.5 REMOVE TEMPORARY FIRE HYDRANT AND 10" END CAP. SEE WATER 39.7' RT (5A) AND 22 +85.8, 54.2' RT ISE). BYPASS PLANS, SHT 161. CONNECT NEW 10" D.I. STUB TO EXISTING 10" D.I. WATER WITH 10' SOLID STEP 3; AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION, AND FLUSHING OF NEW UNES, CONNECT 0 5 10 20 30 SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5 2 NEW 12' WATER UNES TO ABOVE NEW 12" VALVES WITH 12" SOLID SLEEVE COUPLINGS (MJ) AND D.I. SCALE IN FEET SPOOLS. RECORD DRAWINGS I JLF I JAF 1 3/20141 suavFYFD. KPG All RAINIER AVENUES (SR 167) DRAWING NG. 143 DRAWN BY. SOD KpG CITY OF RENTON RECORD N S GRADY WAY TO S 2ND ST PRDJEGTNO TEDaos(04 DESIGN BY SOD i6{g�,q�pN 75PtJNTetmAUnu P„eu�wo,ks Department CHECK BY JLF Batlb,W,1BB14B TpxIq WAS DRAWINGS DATE IJG. -0MO�B) PFGJ MGW. JF 211140 V4&I DRAWINGS APPROVED FOR CONSTRUCTION WATER DETAILS ATE MAR 2014 w¢Ypgmn BY DATE SHEET NO iaa of aoa uuMBER REmsiou RESOD wnou By APP. DATE File �owaoeraI.aa / NEW 18" D.I. WATER — CONNECTION 5A TO EXISTING WATER MAIN — (J A NEW 127 D.I. WATER AD DO 1 SEE STEP 3 BELOW 251 NEW 18° D.I. WATER 1 — EX. 18" C.I. WATER 40 CA �JI ^YL JI IL IL J X400, SEE STEP 2 SEE STEP 1 BELOW BELOW CONNECTION 5C TO r ' CONNECTION SB TO EXISTING WATER MAIN - EXISTING WATER MAIN SEE STEP I CONNECTION 6 DETAIL SEE PLAN SHT 135, PROFILE SHT 157 CONNECTION 50 - APPROXIMATE STA 22 +04.0, 39.3' LT NEW S' D.I. WATER STUB CONNECTION 8 TO EXISTING WATER MAIN EX WATER NEW 12" 22.5' BEND NOTES: STEP I REMOVE TEMPORARY SERVICE LINE, SEE WATER BYPASS PLANS, SHT 161. REMOVE SECTION OF EXISTING 18' AND 8" WATER LINES, 18 "x8" TEE, VALVE, BEND AND BLOCKING AND CUT -IN NEW 18 °x12' TEE, 18° BUTTERFLY VALVE AND 12" GATE VALVE. STEP 2: AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION AND FLUSHING, CONNECT NEW 12" D.I. WATER TO NEW 12" VALVE WITH 12' SOLD SLEEVE COUPLING (MJ) NEW 12" D.I. WATER `</N // '// <�`/ NEW 8° D.I. WATER STUB CONNECTION 7 DETAIL NOTES: SEE PLAN SHT 136 REMOVE TEMPORARY FIRE HYDRANT, CONNECTION 7 - APPROXIMATE STA 2fi +11.2, 40.3' RT 8° END CAP AND 2" SERVICE UNE. SEE WATER BYPASS PLANS, SHT 161. CONNECT NEW 8° D.I. STUB TO EXISTING 8" C.I. WATER WITH 8" SOLD SLEEVE COUPLING PER CITY OF RENTON STD. PLAN 300.5 3a EX. 8° D.I. WATER a CONNECTION 9 TO EXISTING WATER MAI Nx Qo NEW 12' D.I. - WATER NEW 10" D.I. 4 ° a WATER STUB T !L� a E%. 10" D I. WATER 7 I IttF�'I � CONNECTION 8 DETAIL NOTES CONNECTION 9 DETAIL SEE PLAN SHT 136 SEE PLAN SHT 136, PROFILE SHT 157 CONNECTION 5A, 5B, $ 5C DETAIL NOTES: CONNECTION 9 - APPROXIMATE STA 27 +26.3, 72.8' LT REMOVE TEMPORARY 3" SERVICE LINE, CONNECTION 9 - APPROXIMATE STA 28 +61.6, 60.5' RT SEE WATER BYPASS PLANS, SHT 161. SEE PLAN SHT 135, PROFILE SHT 157 STEP 1: CUT -IN 2 NEW BUTTERFLY VALVES (5C & 5D) ON EXISTING 18" C.I. WATER LINE AT STA CONNECT NEW 8" D.I. STUB TO CONNECTION 5A - APPROXIMATE STA 22 +73.0, RT, 39.7' RT 248+123, 11.1' RT & 251 +30.5, 8.1' RT. ON 50, FIRE HYDRANT ASSY PER C.O.R. STD PLAN 310.1 EXISTING 8" C.I. WATER WITH 8" SOLID NOTES: CONNECTION 5B - APPROXIMATE STA 22 +85.8, 54.2' RT SLEEVE COUPLING PER CITY OF CONNECTION 5C - APPROXIMATE 7TH AVE STA 251 +30.5, B.1' RT STEP 2: CUT -IN 2 NEW 18'x12' TEES, 18' BUTTERFLY VALVES AND 12' GATE VALVES AT STA 22 +73.1, RENTON STD. PLAN 300.5 REMOVE TEMPORARY FIRE HYDRANT AND 10" END CAP. SEE WATER 39.7' RT (5A) AND 22 +85.8, 54.2' RT ISE). BYPASS PLANS, SHT 161. CONNECT NEW 10" D.I. STUB TO EXISTING 10" D.I. WATER WITH 10' SOLID STEP 3; AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION, AND FLUSHING OF NEW UNES, CONNECT 0 5 10 20 30 SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5 2 NEW 12' WATER UNES TO ABOVE NEW 12" VALVES WITH 12" SOLID SLEEVE COUPLINGS (MJ) AND D.I. SCALE IN FEET SPOOLS. RECORD DRAWINGS I JLF I JAF 1 3/20141 suavFYFD. KPG All RAINIER AVENUES (SR 167) DRAWING NG. 143 DRAWN BY. SOD KpG CITY OF RENTON RECORD N S GRADY WAY TO S 2ND ST PRDJEGTNO TEDaos(04 DESIGN BY SOD i6{g�,q�pN 75PtJNTetmAUnu P„eu�wo,ks Department CHECK BY JLF Batlb,W,1BB14B TpxIq WAS DRAWINGS DATE IJG. -0MO�B) PFGJ MGW. JF 211140 V4&I DRAWINGS APPROVED FOR CONSTRUCTION WATER DETAILS ATE MAR 2014 w¢Ypgmn BY DATE SHEET NO iaa of aoa uuMBER REmsiou RESOD wnou By APP. DATE File �owaoeraI.aa SEE STEP I CONNECTION 6 DETAIL SEE PLAN SHT 135, PROFILE SHT 157 CONNECTION 50 - APPROXIMATE STA 22 +04.0, 39.3' LT NEW S' D.I. WATER STUB CONNECTION 8 TO EXISTING WATER MAIN EX WATER NEW 12" 22.5' BEND NOTES: STEP I REMOVE TEMPORARY SERVICE LINE, SEE WATER BYPASS PLANS, SHT 161. REMOVE SECTION OF EXISTING 18' AND 8" WATER LINES, 18 "x8" TEE, VALVE, BEND AND BLOCKING AND CUT -IN NEW 18 °x12' TEE, 18° BUTTERFLY VALVE AND 12" GATE VALVE. STEP 2: AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION AND FLUSHING, CONNECT NEW 12" D.I. WATER TO NEW 12" VALVE WITH 12' SOLD SLEEVE COUPLING (MJ) NEW 12" D.I. WATER `</N // '// <�`/ NEW 8° D.I. WATER STUB CONNECTION 7 DETAIL NOTES: SEE PLAN SHT 136 REMOVE TEMPORARY FIRE HYDRANT, CONNECTION 7 - APPROXIMATE STA 2fi +11.2, 40.3' RT 8° END CAP AND 2" SERVICE UNE. SEE WATER BYPASS PLANS, SHT 161. CONNECT NEW 8° D.I. STUB TO EXISTING 8" C.I. WATER WITH 8" SOLD SLEEVE COUPLING PER CITY OF RENTON STD. PLAN 300.5 3a EX. 8° D.I. WATER a CONNECTION 9 TO EXISTING WATER MAI Nx Qo NEW 12' D.I. - WATER NEW 10" D.I. 4 ° a WATER STUB T !L� a E%. 10" D I. WATER 7 I IttF�'I � CONNECTION 8 DETAIL NOTES CONNECTION 9 DETAIL SEE PLAN SHT 136 SEE PLAN SHT 136, PROFILE SHT 157 CONNECTION 5A, 5B, $ 5C DETAIL NOTES: CONNECTION 9 - APPROXIMATE STA 27 +26.3, 72.8' LT REMOVE TEMPORARY 3" SERVICE LINE, CONNECTION 9 - APPROXIMATE STA 28 +61.6, 60.5' RT SEE WATER BYPASS PLANS, SHT 161. SEE PLAN SHT 135, PROFILE SHT 157 STEP 1: CUT -IN 2 NEW BUTTERFLY VALVES (5C & 5D) ON EXISTING 18" C.I. WATER LINE AT STA CONNECT NEW 8" D.I. STUB TO CONNECTION 5A - APPROXIMATE STA 22 +73.0, RT, 39.7' RT 248+123, 11.1' RT & 251 +30.5, 8.1' RT. ON 50, FIRE HYDRANT ASSY PER C.O.R. STD PLAN 310.1 EXISTING 8" C.I. WATER WITH 8" SOLID NOTES: CONNECTION 5B - APPROXIMATE STA 22 +85.8, 54.2' RT SLEEVE COUPLING PER CITY OF CONNECTION 5C - APPROXIMATE 7TH AVE STA 251 +30.5, B.1' RT STEP 2: CUT -IN 2 NEW 18'x12' TEES, 18' BUTTERFLY VALVES AND 12' GATE VALVES AT STA 22 +73.1, RENTON STD. PLAN 300.5 REMOVE TEMPORARY FIRE HYDRANT AND 10" END CAP. SEE WATER 39.7' RT (5A) AND 22 +85.8, 54.2' RT ISE). BYPASS PLANS, SHT 161. CONNECT NEW 10" D.I. STUB TO EXISTING 10" D.I. WATER WITH 10' SOLID STEP 3; AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION, AND FLUSHING OF NEW UNES, CONNECT 0 5 10 20 30 SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5 2 NEW 12' WATER UNES TO ABOVE NEW 12" VALVES WITH 12" SOLID SLEEVE COUPLINGS (MJ) AND D.I. SCALE IN FEET SPOOLS. RECORD DRAWINGS I JLF I JAF 1 3/20141 suavFYFD. KPG All RAINIER AVENUES (SR 167) DRAWING NG. 143 DRAWN BY. SOD KpG CITY OF RENTON RECORD N S GRADY WAY TO S 2ND ST PRDJEGTNO TEDaos(04 DESIGN BY SOD i6{g�,q�pN 75PtJNTetmAUnu P„eu�wo,ks Department CHECK BY JLF Batlb,W,1BB14B TpxIq WAS DRAWINGS DATE IJG. -0MO�B) PFGJ MGW. JF 211140 V4&I DRAWINGS APPROVED FOR CONSTRUCTION WATER DETAILS ATE MAR 2014 w¢Ypgmn BY DATE SHEET NO iaa of aoa uuMBER REmsiou RESOD wnou By APP. DATE File �owaoeraI.aa 7 I IttF�'I � CONNECTION 8 DETAIL NOTES CONNECTION 9 DETAIL SEE PLAN SHT 136 SEE PLAN SHT 136, PROFILE SHT 157 CONNECTION 5A, 5B, $ 5C DETAIL NOTES: CONNECTION 9 - APPROXIMATE STA 27 +26.3, 72.8' LT REMOVE TEMPORARY 3" SERVICE LINE, CONNECTION 9 - APPROXIMATE STA 28 +61.6, 60.5' RT SEE WATER BYPASS PLANS, SHT 161. SEE PLAN SHT 135, PROFILE SHT 157 STEP 1: CUT -IN 2 NEW BUTTERFLY VALVES (5C & 5D) ON EXISTING 18" C.I. WATER LINE AT STA CONNECT NEW 8" D.I. STUB TO CONNECTION 5A - APPROXIMATE STA 22 +73.0, RT, 39.7' RT 248+123, 11.1' RT & 251 +30.5, 8.1' RT. ON 50, FIRE HYDRANT ASSY PER C.O.R. STD PLAN 310.1 EXISTING 8" C.I. WATER WITH 8" SOLID NOTES: CONNECTION 5B - APPROXIMATE STA 22 +85.8, 54.2' RT SLEEVE COUPLING PER CITY OF CONNECTION 5C - APPROXIMATE 7TH AVE STA 251 +30.5, B.1' RT STEP 2: CUT -IN 2 NEW 18'x12' TEES, 18' BUTTERFLY VALVES AND 12' GATE VALVES AT STA 22 +73.1, RENTON STD. PLAN 300.5 REMOVE TEMPORARY FIRE HYDRANT AND 10" END CAP. SEE WATER 39.7' RT (5A) AND 22 +85.8, 54.2' RT ISE). BYPASS PLANS, SHT 161. CONNECT NEW 10" D.I. STUB TO EXISTING 10" D.I. WATER WITH 10' SOLID STEP 3; AFTER ALL TESTING, POLY -PIG CLEANING, DISINFECTION, AND FLUSHING OF NEW UNES, CONNECT 0 5 10 20 30 SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5 2 NEW 12' WATER UNES TO ABOVE NEW 12" VALVES WITH 12" SOLID SLEEVE COUPLINGS (MJ) AND D.I. SCALE IN FEET SPOOLS. RECORD DRAWINGS I JLF I JAF 1 3/20141 suavFYFD. KPG All RAINIER AVENUES (SR 167) DRAWING NG. 143 DRAWN BY. SOD KpG CITY OF RENTON RECORD N S GRADY WAY TO S 2ND ST PRDJEGTNO TEDaos(04 DESIGN BY SOD i6{g�,q�pN 75PtJNTetmAUnu P„eu�wo,ks Department CHECK BY JLF Batlb,W,1BB14B TpxIq WAS DRAWINGS DATE IJG. -0MO�B) PFGJ MGW. JF 211140 V4&I DRAWINGS APPROVED FOR CONSTRUCTION WATER DETAILS ATE MAR 2014 w¢Ypgmn BY DATE SHEET NO iaa of aoa uuMBER REmsiou RESOD wnou By APP. DATE File �owaoeraI.aa a m M i `o 'o i IIt u EX. B' D.I. WATER NEW 12' D.I. WATER NEW 12" D.I. WATER ­` 3151 EX. B" D.I. WATER T — NEW B" D.I. WATER STUB 1 —W 1 �U 12 "x8" REDUCER J CONNECTION 11 TO — EXISTING WATER MAIN — II I I I SEE PLAN SHT 138, PROFILE SHT 158 1—%i EX. 8" D.I. WATER CONNECT NEW 12' D.I. WATER STUB TO CONNECTION 10 DETAIL NOTES: CONNECTION 11 DETAIL NOTES: SEE PLAN SHT 137 CONNECTION 10 — APPROXIMATE STA 30 +41.1, 66.0' LT CONNECT NEW 8' WATER STUB TO EXISTING B" SEE PLAN SHT 138, PROFILE SHT 158 REMOVE TEMPORARY 8' END CAP. SEE WATER WATER LINE WITH 8" SOLID SLEEVE COUPLING CONNECTION 11 — APPROXIMATE STA 33 +92.2, 116.3' RT (MJ) PER CITY OF RENTON STD. PLAN 300.5. BYPASS PLANS, SHT 162. CONNECT NEW 8' D.I. WATER STUB TO EXISTING 8' D.I. WATER WITH 8' SOLID SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5. EX. 8 " D.I. WATER 449 + NEW 8' D.I. WATER STUB i 12 "x8" REDUCER eCONNECTION 13 EXISTING WATER NEW 12" D.I. WATER CONNECTION 13 DETAIL SEE PLAN SHT 139, PROFILE SHT 158 CONNECTION 13 — APPROXIMATE STA 40 +93.1, 79.2' LT NOTES REMOVE TEMPORARY FIRE HYDRANT, 2' SERMCE LINE AND 8" END CAP. SEE WATER BYPASS PLANS, SHT 162. CONNECT NEW 8" D.I. WATER STUB TO EXISTING 8" D.I. WATER PATH 8" SOLD SLEEVE COUPLING (NJ) PER CITY OF RENTON STD. PLAN NO. 300.5. NEW 12' D.I. WATER — EX. 16' C.I. WATER � b CONNECTION 14 DETAIL CONNECTION 14 TO EXISTING WATER MAIN NEW 16' D.I. WATER STUB � 12'x16" REDUCER � EX. 16' C.I. WATER SEE PLAN SHT 139, PROFILE SHT 158 CONNECTION 14 — APPROXIMATE STA 41 +27.3, 96.7' RT NOTES REMOVE TEMPORARY FIRE HYDRANT AND 16" END CAP. SEE WATER BYPASS PLANS SHT 162 CONNECT NEW 16" D.I. WATER STUB TO EXISTING 16" C.I. WATER PATH 16' SOLID SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5. 10 EX. 12' D.I. NEW 12' D.I. WATER WATER NEW 12* D.I. WATER STUB MANHOLE Y REMOVE0 CONNECTION 12 TO EXISTING WATER MAIN (LOCATION MOVED SOUTH) � 7 I tl 0 5 10 20 30 SCALE IN FEET CONNECTION 12 DETAIL NOTES SEE PLAN SHT 138, PROFILE SHT 158 1 3/2014 CONNECTION 12 — APPROXIMATE STA 34 +23.8, 51 LT CONNECT NEW 12' D.I. WATER STUB TO ?I RECORD 7gBNA�mieN 2iPdJdieauAUnu Batlb,WABBI4B TpYIq WA9BIfQ DRAWINGS 71&IN V4677 DRAWINGS xx¢Ypgmn EXISTING 12' D.I. WATER WITH 12" SOLD RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER DETAILS SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN 300.5. 0 5 10 20 30 SCALE IN FEET RECORD DRAWINGS I JUL I JAL 1 3/2014 1 1 suavFYFO. KPG DESIGN BY. SOD DesicN BY. so0 CHECK BY JLF PFGJ MGW. JF File �owaoI ?I RECORD 7gBNA�mieN 2iPdJdieauAUnu Batlb,WABBI4B TpYIq WA9BIfQ DRAWINGS 71&IN V4677 DRAWINGS xx¢Ypgmn All CITY OF RENTON "X P„eu�wo,ks Department APPROVED FOR COmslEUCliom BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER DETAILS DRAWING NG. 144 PROJECT NO TEDaoaao FEDAID IJD. -0MOB) DATE MAR 2014 SHEET NO iaa of aoa NUMBER EEmsioN DescawnoN By APP. DATE a i 0 'o i ,4 P.I. „m,Rn ~� ° -Q-® 1 NEW 12' D.I. WATER J CONNECTION 16 DETAIL ° a° Q a a NEW B' D.I. WATER STUB 12'x8' RED UCER CONNECTION 16 TO L� I EXISTING WATER MAIN E %. 8' D.I. WATER a SEE PLAN SHT 141, PROFILE SHT 159 CONNECTION 16 — APPROXIMATE STA 45 +69.8, 131.6' RT NOTES REMOVE TEMPORARY FIRE HYDRANT, 2' SERVICE LINES, AND B" END CAP. SEE WATER BYPASS PLANS, SHT 163. CONNECT NEW 8' D.I. WATER STUB TO EXISTING 8" D.I. WATER PATH 8" SOLD SLEEVE COUPLING (MJ) PER CITY OF RENTON STD. PLAN NO. 300.5. 0 CONNECTION 15A & 15B DETAIL NOTES: SEE PLAN SHT 141, PROFILE SHT 155 EX 12" C.I. WATER CONNECTION 15 — APPROXIMATE STA 45 +73.6, 60.7' LT CONNECTION CONNECT NEW 12° D.I. CONNECTION 153 B — APPROXIMATE STA 47 +08.4, 64.0' LT EXISTING WATER TO E%ISDNG 12' A.C. WATER PATH 12' ADAPTOR PER CITY OF RENTON STD. PLAN 300.5. 49 CONNECTION 153: CONNECT NEW 12" D.I. WATER TO EXISTING 12' C.I. WATER WITH 12" _ _ SOLID SLEEVE COUPLING (NJ) PER CITY OF RENTON STD. PLAN 300.5. CONNECTION 17A TO EXISTING WATER MAIN CONNECTION 17B TO EXISTING WATER MAIN NEW 12' D.I. WATER STUBS EX. 12' C.I. WATER W� Tv ®° 0 CONNECTION 17A & 17B DETAIL NOTES: SEE PLAN SHT 141, PROFILE SHT 155 CONNECTION 17A — APPROXIMATE STA 413+62.0, 15.0' RT CONNECT NEW 12' D.I. WATER UNES TO E%. 12" C.I. CONNECTION 17B — APPROXIMATE STA 48 +77.9, 29.9' RT WATER LINES 'NTH 12° SOLID SLEEVE COUPLINGS PER CITY OF RENTON STD. PLAN 300.5. RECORD DRAWINGS I JLF I JAF 1 3/20141 Or RVFYFD. KPc DESIGN BY. SOD DeslcN eY. SOD CHECK BY JLF PFGJ MGW. JF FILE �owaoI KpG ?M NAB N ZiPtJdieauiA�enu Batlb,WA4B14B TpYIq WAS 7114 V4677 .kp;w RECORD DRAWINGS DRAWINGS All CITY OF RENTON .0 P°eu�wo,ks Department APPROVED FOR CON BY DATE. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER DETAILS DRAwwG NG. PROTECT NO DATE IJD. DATE SHEET NO 145 TEDaoaao -0M0�8) MAR eoa 145 OF soa NUMBER REVISION DescawnoN BY APP. DATE WEST GUTTER LINE EAST GUTTER LINE GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE LINES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. B. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPUNGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). B. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOWTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. 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 INCWDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN 330.2. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLAN 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 154 JOINT UTIUTY TRENCH PROFILES 1BO PROPERTY RESTORATION PLANS 195 CHANNEUZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 rtCwrzu UNAPINUC I OLr I JAL I SURVEYED. HPc DESIGN 6Y. SOD DESIGN SY. SOD CHECK BY w0 PFGJ MGE. JF File msmxemarnI.aq KpG 79BWMaueN 7RQJNkam&mue RECORD 8stlb,WABMOB T�na,WA9B1� DRAWINGS �I�1�W M�� DRAWINGS kI AL CITY OF RENTON � P�eu�wo,ks DaPaamam APPROVED FOR COmslEUCliom BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE STA 8 +00 TO STA 12 +00 DRAWING NO. 146 PEaecT NO TEDaoaao FED AID NO. cMO s7 DATE MAR 2014 SHEET NO 146 OF soa NUMBER EEmsioN DescawnoN BY APP. DATE WEST GUTTER LINE 12 13 14 15 EAST GUTTER LINE GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE UNES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REWIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOUD SLEEVE COUPLINGS (NJ). 8. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR 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 NTH 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. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN 82 ALIGNMENT PROFILE 94 DRAINAGE PLAN 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 165 JOINT UTIUTY TRENCH PROFILES 1B1 PROPERTY RESTORATION PLANS 196 CHANNEUZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 rzCwrzu UKARINU3 aLr JIV i SURVEYED. HPc DESIGN 6Y. SOD DESIGN DY. SOD CHECK BY NJD PFOJ MGE. JF FlLE. 0655GWATPFN1.Mq ?I RECORD 753BWbrueN 75PtJMeamAKnm �WA��Q TpYIq WA9BIfQ DRAWINGS PNWiMO ��� DRAWINGS .kp;m All CITY OF RENTON .0 P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE STA 12 +00 TO STA 15 +50 DRAWING NG. 147 PROJECT NO TEDaoaao FEDAID IJO. -0M0 8) DATE, MAR 2014 SHEET NO 147 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE WEST GUTTER LINE 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BO . . . . . . . 60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 . . . . . . . DRAINAGE PROFILE ............................... .:............................................................................................................................. WATER PLAN 134 .:............................... ............................ ................ ��EX.�ONDERGROUNO POWER,INB.�ONK. JOINT UTIUTY TRENCH PLAN 166 JOINT UTIUTY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CONTR. TO VERIFY LOCATION & DEPTH 219 ILLUMINATION PLANS 230 Ex. GAS, INV. UNK. 284 LANDSCAPE PLAN 296 NUMBER 40 BY CONTR. TO VERIFY: LOCATION & DEPTH PATE EX, PE GAS, TOP ELEV 23.5': 40 ............................. ........ ... .. . E ... ..... ,.................................................................................................................................................................................................................................................... EX: 16 11C WATER, IE 18.8 ....:. CGYilTR: Tp.. ........ pN .:.... ............................... VERIFY LOCATI ........... .... .... ......... ..................... ...... CONTR. TO VERIFY LOCATION EXISTING GROUND AT CENTERLINE &DEPTH EAST GUTTER PROFILE EX, 2" PVC UNDERGROUND POWER, IE 231' CONTR. TO VERIFY LOCATION & DEPTH E%. UNDERGROUND POWER, INV. LINK. ............ -- ............................................. - ------- .:............................. — — ` - - -__ Co — TO VERIFY .... CATION LOCATION &DEPTH .. ......................... ......................... ... .. ....... ...... ...f.. — ....... .............. 20 ......... - - - -- ...I 2" GAS, 4.3' DEEP ......... .... ......... ......... ......... ......... ......... ......... ...... .. N ......... ......... .............. ......... ..... ......... 20 STA 19 +00.0 STA 19 +19 STA 17 +12.8 GATE VALVE 1" WATER CONNECTION CORN CTION TO HARDIE AVE SW CONNECTION TO FIRE HYDRANT 12" DI STORM DRAIN, IE 21.9' $TA. 15 +99,3,,,,,,,,,,,,,,,,,,,,,,,, ; : �EX. , ..... JUT SEE SHT 156 :....... ......... ....... ......... ........ ......... ......... ..... STA 18 +33.4....... ......... 1 GO TG VERIFY CI]GATInN &DEPTH. ......... IE 10.5 CONNECTION TO E XISTING WATER STA 19 +71.7 CONNECTION TO FIRE HYDRA14T 0 RESTRAINED JOINTS 60' — RESTRAINED JOINTS ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ............... ......... ......... ......... 0 .... 15 +50... 16 17 18 19 20.... EAST GUTTER LINE GENERAL WATER CONSTRUCTION NOTES 1. E XISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REWIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT —IN CONNECTIONS TO E XISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. E XISTING SERVICE UNES, METER SETTERS, AND METER BOXES ARE TO BE REPLACED AS PART OF THIS PROJECT. E XISTING METERS ARE TO BE RESET WITHIN THE NEW SETTERS. COORDINATE W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. E XISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MI B. ALL CONNECTIONS TO EXISTING WATER UNES SHALL BE MADE ONLY AFTER ALL THE NEW WATER UNES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER UNES. WATER SHALL CROSS OVER EXISTING SEWER WITH 18' MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES 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. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERY. SCALE =1 2 HORIZ. SCALE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLAN 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 166 JOINT UTIUTY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNEUZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 1 RLYIY rIAL NTUKMIYI LUUAIIM Al LL] 3611NAE RECORD DRAWINGS I ]W JLF JAE 3/2014 SURVEYED. KPG DRAWN 6Y. SOD DESIGN aY. sop CHECK BY NJp PFOJ MGR'. JF FILE 0655GWATPFN1.MIp KpG 79BWA'mueN 75PtJMeamAKnm RECORD Batlb,WABM4B TpYIq WAS DRAWINGS MN�iMO ��� DRAWINGS 'kp;w 11 CITY OF RENTON .0 P�eu�wo,ks DaPaamam APPgovep FOR comsTqucTlom BY DATE'. RAINIER AVENUES SR 167 ( ) S GRADY WAY TO S 2ND ST WATER PROFILE STA 15 +50 TO STA 20 +00 DRAWING NO 148 PROJECT NO TEpaoaao FEp AIp IJO. -0M0 8) DATE, MAR 2014 SHEET NO 14e OF 304 NUMBER REVISION DESCRIPTION BY APP. PATE WEST GUTTER LINE 20 21 22 23 24 EAST GUTTER LINE GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NONCE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE LINES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED DUSTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS — CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE NTH LONG SOLD SLEEVE COUPLINGS (MJ). B. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES WATER SHALL CROSS OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTILITIES WHH 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. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 94 ALIGNMENT PROFILE 96 DRAINAGE PLAN 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 167 JOINT UTIUTY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 196 CHANNEUZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 265 LANDSCAPE PLAN 297 nw[nuum RECORD DRAWINGS wu JLF I JAE I t ,i 3/2014 SURVEYED'. HPG DRAWN BY. SOD DESIGN BY SOD CHECK BY NJD PFOJ MGR'. JF FILE �UVATPNN1.M,p KpG 79BWA'mueN 75PtJMetmAKnue RECORD SoakwABBI4B TpYIq WA9BIfQ DRAWINGS MN�iMO ��� DRAWINGS kp;w 11 CITY OF RENTON .0 PUeu�wo,9s 0a9aamam APPROVED FOR CONSTRUCTION BY DATE. RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE STA 20 +00 TO STA 24 +50 DRAWING NO. 149 PROJECT NO TEDaoaao FEDAID IJO. -0MD B) DATE, MAR 2014 SHEET NO 149 OF soa NUMBER REVISION DESCRIPTION BY APP. DATE WEST GUTTER LINE EAST GUTTER LINE GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS 3. EXISTING SERVICE LINES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (NJ). B. ALL CONNECTIONS TO EXISTING WATER UNES SHALL BE MADE ONLY AFTER ALL THE NEW WATER UNES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED 0 SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES ARE PARTIALLY BASED ON RECORD DRAWING INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFECT IS FOUND. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER UNES. WATER SHALL CROSS OVER EXISTING SEWER WITH 18' MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES 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. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE 0 SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLAN 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 168 JOINT UTIUTY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNEUZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 rzCwrzu UKARINU3 aLr JIV i SURVEYED. HPc DESIGN 6Y. SOD DESIGN DY. so0 CHECK BY NJD PFOJ MGE. JF FILE 0655GWATPFN1.Mq KpG 753BWbrueN 75PtJMeamArenm RECORD SI TpYIq WA9BIfQ DRAWINGS MNWiMO ��� DRAWINGS m.Yp;w All CITY OF RENTON .0 P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE STA 24 +50 TO STA 29 +00 DRAWING NG. 150 PROJECT NO TEDaoaao FEDAID IJO. -0M0 8) DATE, MAR 2014 SHEETNO. 150 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE CB ...................:.............................................................................................:...............................:................................. . ......... ..................................................................................................................................................................... . ............................... ION & DEPTH C. TELE. COMM., INV. UNK. )NTH. TO VERIFY LOCATION & DEPTH ..............: ............................... i i..............................;..............................................................: . ............................... i. EX. UNDERGRDUND� POWER, INV. UNK. CONTR. TO VERIFY LOCATION & DEPTH EX. UNDERGROUND POWER, INV. UNK. E EX. UNDERGROUND P POWER,.INV. U UNK. CONTR. TO VERIFY LOCATION & DEPTH C ......... ......... . CONTR. TO VERIFY L LOCATION &DEPTH ............................... WEST GUTTpR P PROFILE E EX. 2" : :UNDERGROUND POWER, IF 18.3': EXISTING G GROUND AT CENTERUNE C CONTR.: T TO VERIFY LOCATION & DEPTH: DENSITY ZONE BEDDING E EX. 12" DI STORM DRAIN, MV. UNK. ......... ......... . ...................:.... T TO' BE REVOKED OR ABANDONED.................. :...................STA 3 CONTROLLED DENSITY E %. TELE COMM.,;INV. UNK. C 33 +30.0 — — — — F FILL FOR PIPE ZONE BEDDING E — WEST GUTTER LINE SU S1 EAST GUTTER LINE JLF JAE 3 2014 SURVEYED. KPG DRAWN BY SOD DESIGN BY SOD CHECK BY NJD PRGJ MGR. JF BY APP. DATE FILE �DWATPRNt.M,p SZ JS GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REWIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN NTH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED NTH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPUNGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). B. ALL CONNECTIONS TO EXISTING WATER ONES SHALL BE MADE ONLY AFTER ALL THE NEW WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED NTH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER ONES. WATER SHALL CROSS OVER EXISTING SEWER WITH 1B" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES NTH 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. CORRESPONDING SHEETS 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE 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 137 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 169 JOINT UTIUTY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNEUZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 1 299 KPG All CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWINGN 151 RECORD .0 S GRADY WAY TO S 2ND ST PROJECT NO TED403430 79BWkmRN @SPdJdietmAwnu: P�eu�wo,ks DaPaamam FEDAID no. cMOs7 B�b,WABMW VA67' DRAWINGS APPROVED FOR CONSTRUCTION WATER PROFILE DATE MAR 2014 �iffi1M0 R531LQ/4I20 mkp;w BY DATE STA 29 +00 TO STA 33 +50 SHEETNO. 151 OF 304 SZ JS GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REWIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN NTH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED NTH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPUNGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). B. ALL CONNECTIONS TO EXISTING WATER ONES SHALL BE MADE ONLY AFTER ALL THE NEW WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED NTH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER ONES. WATER SHALL CROSS OVER EXISTING SEWER WITH 1B" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES NTH 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. CORRESPONDING SHEETS 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE 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 137 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 169 JOINT UTIUTY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS 200 CHANNEUZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 1 299 KPG All CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWINGN 151 RECORD .0 S GRADY WAY TO S 2ND ST PROJECT NO TED403430 79BWkmRN @SPdJdietmAwnu: P�eu�wo,ks DaPaamam FEDAID no. cMOs7 B�b,WABMW VA67' DRAWINGS APPROVED FOR CONSTRUCTION WATER PROFILE DATE MAR 2014 �iffi1M0 R531LQ/4I20 mkp;w BY DATE STA 29 +00 TO STA 33 +50 SHEETNO. 151 OF 304 KPG All CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWINGN 151 RECORD .0 S GRADY WAY TO S 2ND ST PROJECT NO TED403430 79BWkmRN @SPdJdietmAwnu: P�eu�wo,ks DaPaamam FEDAID no. cMOs7 B�b,WABMW VA67' DRAWINGS APPROVED FOR CONSTRUCTION WATER PROFILE DATE MAR 2014 �iffi1M0 R531LQ/4I20 mkp;w BY DATE STA 29 +00 TO STA 33 +50 SHEETNO. 151 OF 304 WEST GUTTER LINE EAST GUTTER LINE GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE UNES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REWIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOUD SLEEVE COUPLINGS (NJ). 8. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR 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. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLAN 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 170 JOINT UTIUTY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNEUZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 rzCwrzu UKARINU3 aLr JIV i SURVEYED. HPc DESIGN 6Y. SOD DESIGN DY. so0 CHECK BY NJD PFOJ MGE. JF FILE 0655GWATPFN1.Mq ?I RECORD 753BWbrueN 75PtJMeamAKnm �WA��Q TpYIq WA9BIfQ DRAWINGS PNWiMO ��� DRAWINGS .kp;m All CITY OF RENTON .0 P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE STA 33 +50 TO STA 38 +00 DRAWING NG. 152 PROJECT NO TEDaoaao FEDAID IJO. -0M0 8) DATE, MAR 2014 SHEET NO 152 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE 38 39 40 41 42 WEST GUTTER LINE EAST GUTTER LINE GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REWIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (NJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). B. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER UNES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER UNES. 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. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLAN 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 171 JOINT UTIUTY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNEUZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 rzCwrzu urznrviNb] aLr JIr I SURVEYED. HPc DESIGN 6Y. SOD DESIGN SY. so0 CHECK BY NID PFGJ MGE. JF Fire OSSOWAlPNN1.Mq KpG 753BNMrueN 25IQJdlaariArmm RECORD $�WA��Q Tmm,NMBBIM DRAWINGS P1�iM0 M�� DRAWINGS .4- All CITY OF RENTON `N P�eu�wo�ks DaPaamam APPROVED FOR COmslEUCliom BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE STA 38 +00 TO STA 42 +00 DRAWING NO. 153 PEaecT NO TEDaoaso FED AID NO. -0M0 8) DATE MAR 2014 SHEET NO 153 OF 304 NUMBER EEmsioN DescawnoN BY APP. DATE WEST GUTTER LINE 42 43 44 45 EAST GUTTER LINE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE UNES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REWIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPUNGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLD SLEEVE COUPLINGS (NJ). 8. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER UNES. 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 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLAN 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 172 JOINT UTIUTY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNEUZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 rzCwrzu UKARINU3 aLr JIV i SURVEYED. HPc DESIGN 6Y. SOD DESIGN DY. so0 CHECK BY NJD PFOJ MGE. JF FlLE. 0655GWATPFN1.M,p ?I RECORD 759BWA'mueN 75PtJtlieamArenm Batlb,WABM4B TpYIq WAS DRAWINGS �N�iMO ��� DRAWINGS xrw .Ypgmo All CITY OF RENTON .0 P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION DY. DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE STA 42 +00 TO STA 45 +00 DRAWING NG. 154 PROJECT NO TEDaoaao FEDAID IJO. -0M0 8) DATE, MAR 2014 SHEETNO. 154[ OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE ........................ :.............................................................. ............................... :. SW SUNSET BLVD ................................. ......:................................................................................... ..........._EX. _l0'.x6:.. BOX _OULVERT,- TOP _ELEI STA 46 +31.2 CaNTR. To VERIFY LOCATION & of CROSS CONNECTION TO SW SUNSET BLVD, SEE SHT 159 30 LF 12" DI WATER PIPE .........................STA 46+ 28. 8................ ......................L.......; BACKFlLL. W(1H.CDF........... TEE CONNECTION TO SW SUNSET BLVD, SEE SHT 159 E% EX. GAS, INV. UNK. OR COSTS. TO VERIFY LOCATION & DEPTH JUT: PeOVIDR cETNOFOAM WEST C -0TTER PROFILE: CULVERT AND WATER PIPE .. .. ..�.. .. .... .......... ..` .. .. .. .. ... .. I 1� 33 OF 12' DI O u : WATER PIPE aremeluFn .Inlurt BACKFILL WITH RESTRAINED JOINTS STA 46 +58. STA 46 +B6.1 45' BEND: 45' BEND ....:................. ..... ........... ................ EX. UNDERGROUND POWER,INV. UNK. M" TOP CONTR. To VERIFY LOCATION & DEPTH 5.0 301 EX. 12" SANITARY SEWER, IE 25.2' LUNTR, TO VERIFY LOCATION & DEPTH AT CENTERLINE r _ _ _ _ .............................:.............................................................. .............................. WEST GUTTER LINE 45 46 47 48 49 EAST GUTTER LINE GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS — CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). B. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WTH POLY —PIGS, DISINFECTED WTH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER UNES. 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. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLAN 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE — JOINT UTIUTY TRENCH PLAN 173 JOINT UTIUTY TRENCH PROFILES 1B9 PROPERTY RESTORATION PLANS 204 CHANNEUZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 rzCwrzu urz ARINUA I JLr I JIr I SURVEYED. HPc DESIGN 6Y. SOD DESIGN SY. so0 CHECK BY NID PFGJ MGE. JF File oasvweTaarnKaa KpG 753BNAmieN 25IQJdlaariArmm RECORD SaNb,WABM4B Tmm, WAS DRAWINGS PI�iMO M�� �i M.4' All CITY OF RENTON `N P�eu�wo,ks DaPaJmam APPEOVeoFDECOmslEUCliom BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE STA 45 +00 TO STA 49 +00 DRAWING NO. 155 PEaecT NO TEDaoaao FED AID NO. -0M0 8) DATE MAR 2014 SHEETNO. 155 of 304 NUMBER EEmsioN DescawnoN BY APP. DATE GRADY WAY WATER MAIN CROSSING PROFILE -RAINIER AVE S STA 11 +30 HARDIE AVE SW WATER MAIN CROSSING PROFILE - RAINIER AVE S STA 15+90 GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE UNES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPUNGS (MI B. ALL CONNECTIONS TO EXISTING WATER UNES SHALL BE MADE ONLY AFTER ALL THE NEW WATER UNES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED NTH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 16 HORIZONTAL SEPARATION FROM PARALLEL SEWER UNES. WATER SHALL CROSS OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES 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. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE rzCww VrznrviNw I JLr i JMr i SURVEYED. HPc DRAWN BY SOD KpG All CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO 156 u S GRADY WAY TO S 2ND ST PROJECT NO TEDaoaass DesicN SY. so0 79BNkmxN @SPdJdietmAUnu RECORD P�eu�wo,ks Department CHECK BY NJD uetlgWABbIDB Tpm,WABBVQ DRAWINGS DRAWINGS WATER PROFILE EEDAiO no. cMSs7 �Mp VA6Q7 APPROVED FOR CONSTRUCTION DATE MAR 2014 PROD MCIY. JE w¢Ypg mn GRADY WAY AND HARDIE AVE SW CROSSINGS SHEET NO. iss of aoa NUMBER REVISION DESCRIPTION sv APP. DATE EiLe O�UVATPFNt.Mq DY. DATE. EXISTING SURFACE ELEVATION ............. ............................:.. EX. 12° STORM DRAIN. IE UNK AVE S JOINTS SW 7TH WATER MAIN CROSSING PROFILE - RAINIER AVE S STA 22+40 CONNECTION TO RAINIER AVE S, TO EAST SIDE OF ................. .AVE . S, . SEE SHT 149 ..................... JOINTS .............................................. ..............................: 1� STIX2M DRAIN EX. TELE. COSM. & POWER, INV. UNK. IE 30.8 CONTE. TO VERIFY LOCATION & DEPTH ...................... ............................... : .EX�: �GA5;.. fNU: �liNK :......... ..............................: CONTR. TO VERIFY LOCATION & DEPTH E%. WATER ;TO BE REMOVED CONTR. TO:VERIFY LOCATION & DEPTH . ............................... ............: ............................... GROUND POWER, INV. UNK. VERIFY LOCATION & DEPTH ......... ............................... r ........... .... ... .... . .... ............................... EXISTING SURFACE ELEVATION : RESTRAINED JOINTS H RAINIER AVE S STA NOT PROVIDED CONNECTION TO S 4TH PL ........... ..............................: S STA 34 +210 UNK LF 12" DI WATER PIPE TO WEST SIDE OF RAINIER AVE S. SEE SHT 152 GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REWIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE UNES, 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 W /CITY OF RENTON. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). 8. ALL CONNECTIONS TO EXISTING WATER ONES SHALL BE MADE ONLY AFTER ALL THE NEW WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED NTH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. WATER SHALL CROSS OVER EXISTING SEWER WITH 1B* MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTIUTIES 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. S 4TH PL WATER CONNECTION - RAINIER AVE S STA 34 +20 STA 28 +60 WATER CONNECTION 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE RECORD DRAWINGS I JLF I JAF 13/2014 1 1 Or RVFYFD. KPc DRAWN BY SOD DESIGN BY SOD CHECK BY NJD PROJ MCIY. JF FlLE. 0655GWATPFN1.Mq KpG ?MlhkI eN 75PtJMmmAUnu RECORD Batlb,W1BB14B TpYIq WAS DRAWINGS 2014W V46Q7 DRAWINGS w¢Ypg mn All CITY OF RENTON "N P�eu�wo,ks DaPaamam APPaoveo FOR comsTaucTiom BY. DATE. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE SW 7TH ST AND STA 28 +60 CROSSINGS DeAwwc NC. PROJECT NO FEDADIJD. DATE SHEET NO. 157 TEDaoaas -0M0 8) MAR 2014 iss of aoa NUMBER REVISION DEBGRIPTION BY APP. DATE S 3RD PLACE WATER MAIN CROSSING PROFILE -RAINIER AVE S STA 41 +00 GENERAL WATER CONSTRUCTION NOTES I JLr 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT SURVEYED. HPc DRAWN BY. SOD DESIGN BY so0 CHECK BY NJD PROJM D JF FILE LBSGWATPFW1.d�y THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR All CITY OF RENTON "N P„eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION DY. DATE. RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE S 4TH PL AND S 3RD PL CROSSINGS INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 60 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY ..................................................................................................................................... ............................... ..... ............................... .......... ............................... ...... AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED TESTED, AND EX. GAS, INV. UNK. CONTR. TO VERIFY LOCATION &DEPTH EX, GAS, INV. UNK. APPROVED BY THE CITY OF RENTON. EX. UNDERGROUND POWER, INV. UNK. CONTR. TO VERIFY LOCATION & DEPTH 2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT —IN CONNECTIONS TO UNK. OFFER. TO VERIFY LOCATION & DEPTH REVISION DESCRIPTION BY APP. DATE EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE FE'pEH EX. 12" STORM DRAIN, IE:U NK RAINIER AVE 5 STA 33+ 9.2 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. CONTE. TO VERIFY LOCATION & DEPTH REDUCER, 12' TO B' 3. EXISTING SERVICE LINES, METER SETTERS, AND METER BOXES ARE TO BE REPLACED AS PART RAINIER AVE S STA CONNECTION TO S 43H 33 +92.2 PL OF THIS PROJECT. EXISTING METERS ARE TO BE RESET WITHIN THE NEW SETTERS. COORDINATE 40 ........................... .............................40 W /CITY OF RENTON. ........qp: 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE RAINIER A TE 5 APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM URFACE ELEVATION JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. ....... F�EXISTING .............................. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY - - --- IMPROVEMENTS. 20 " " " " " " " " " " " " " " " " " " " " " " " " " " " " "" 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE " " " "L0 RAINI 45' BEND R AVE S STA 3 +95.0 CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. RAINIER AVE JuT 0 5 10 20 40 60 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR ...................E 139'........... ............................... TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF MNIER AVE S STA 34+07.1 ............................... RA1NIfRAVfSSTA34+ O6'. 4............................... 45' BEND HORIZONTAL SCALE IN FEET ALL EXISTING CAST —IRON AND ASBESTOS — CEMENT PIPES, AND PROVIDE THE PROPER E VERT. SCALE =1 2 HORZ. SCALE LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY NNECTION TO EAST SIDE OF RAINIER AVE S, SEE SHT 152 FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE W1TH LONG SOLID SLEEVE RESTRAINED JOINTS 0 COUPLINGS (MJ). ................................................................................................................:................................................................................................................................. ............................... B. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, S 4TH PLACE WATER MAIN CROSSING PROFILE - RAINIER AVE S STA 34 +10 CLEANED NTH POLY —PIGS, DISINFECTED H CHLORINE SOLUTION, AND HAVE SATISFACTORY BACTERIOLOGICAL LEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. B FLUSHED. 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 CONFECT IS FOUND. 10. ALL WATER MAINS, FITTINGS AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 60 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. WATER SHALL CROSS ......... ......... ......... ......... ......... ......... ....... ......... ..... ......... ............. OVER EXISTING SEWER WITH 16" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTILITIES NTH 12" MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE EX. 6" CONC STORM DRAIN, IF LINK NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET. CORER. TO VERIFY LOCATION & DEPTH AINIER AVE S STA 41 +00.0 13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON QROSS PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST CONNECTION TO WEST SIDE OF RAINIER AVE 5 v n' . ,a '. 11 BLOCKING PER RENTON PLAN 330.2. S 3RD PLACE WATER MAIN CROSSING PROFILE -RAINIER AVE S STA 41 +00 rtCwrzU UNARIIVUC I JLr i JIV i i SURVEYED. HPc DRAWN BY. SOD DESIGN BY so0 CHECK BY NJD PROJM D JF FILE LBSGWATPFW1.d�y KpG 79BWbaueN @SPdJNimmAwim RECORD Satlb,W1�NB TJAIq WA9BIfQ DRAWINGS MNIN V46774✓ID DRAWINGS �%+NN� All CITY OF RENTON "N P„eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION DY. DATE. RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE S 4TH PL AND S 3RD PL CROSSINGS CRAW FORD. 158 PROJECT NO TEDaoaao FEDAID IJD. -0M0 8) DATE MAR 2014 SHEET NO. ise of aoa NUMBER REVISION DESCRIPTION BY APP. DATE An GENERAL WATER CONSTRUCTION NOTES 1. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. FOR INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER BYPASS PLANS, SHTS 160 -163. ABANDONMENT AND /OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. 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 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 3. EXISTING SERVICE LINES, 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 W /CITY OF RENTON. C DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REWIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY An IMPROVEMENTS. ......... ......... ......... ......... ......... ......... ......... ......... EXISTING SURFACE ELEVATION ......... .......... ......... ......... ......... ......... ......... ......... ......... i RAINIER AVE S STA 46 +2B.8 SURVEYED. HPc DRAWN BY. SOD DesicN BY. SOD CHECK BY NJD PROJ MCW JF FILE OBSSGWATPFN1.Mq KpG ?Mb mpN @SPdJNTetmAUnu RECORD Batlb,WABb14B TpTU, WAS DRAWINGS HIMN VA677 DRAWINGS w¢ Ypgmn RAINIER AVE S STA 46 +28.8 TEE DRAWING NC. 159 PROJECT NO TED403430 FEDAID IJD. -0MO B) DATE MAR 2014 SHEET NO. 159 of 304 225 BEND CONNECTION TO WEST SIDE OF RAINIER AVE S ...... ........ ......... ......... ......... SEE SHTi55 ......... .............. RANIER'AVE S STA 45 +846 ......... ......... ......... RAINIER AVE S STA 46 +31.2 RAINIER AVE S RAINIER : k 22.5' BEND TEE VE S STA 46 +29.2 CONNECTION TO FIRE HYDRANT (N) CROSS CAP OR BLIND FLANGE RAINIER AVE S STA NOT PROVIDED 40 CONNECTION TO WEST SIDE OF RAINIER AVE S NUMBER TEE : 40 CONNECTION TO FIRE HYDRANT ASSY REMOVED DATE CONNECTION TO FIRE LYDRANT (S) SEE SHT 155 STO 45 + CONNECTION TO S 3RD ST ......... ......... ........ ....... ........ ....... I ...... ......... ......... ......... ......... ❑N ........ ......... ......... .......... 20 RAINIER AVE 5 STA 46 +297 20 ......... ap EX. ......... ......... ......... GAS, INV. UNK. TEE CONNECTION TO EAST SIDE OF CO TR, TO VERIFY OCATION &DEPTH RAINIER AVE S, SEE SHT 141 EX. UNDERGROUND PO ER, INV. LINK. E4. TELE COMM. POWER, INV. I RE. TO VERIFY LO ALIGN & DEPTH CONTR EX. UNDERGROUND POWER,INV. EX. GAS INV. UNK. MIT UNDERGROUND CONTR TO VERIFY LOCATION &DEPTH POWER, INV. UNK EX. WATER TO BE REMOVED EX. 1028 BOX CULVERT TOP ELEV, 27.0 CONTR. TO VERIFY CONTR. TO LOCATION & DEPTH VERIFY LOCATION &DEPTH LOCATION DEPTH CONTR. TO VERIFY O CONTR. TO VERIFY LOCATION ..DEPTH ........ ......... ......... ......... ......... ......... .......... ......... ......... ......... ......... ......... ......... ...... SW SUNSET BLVD WATER MAIN CROSSING PROFILE -RAINIER AVE S STA 46 +30 6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS. 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST —IRON AND ASBESTOS— CEMENT PIPES, AND PROVIDE THE PROPER LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). B. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY —PIGS, DISINFECTED NTH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 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. 10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 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 FOR THESE LOCATIONS. 12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. WATER SHALL CROSS OVER EXISTING SEWER NTH 18' MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL OTHER UTILITIES NTH 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. 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE rzCww VrznrviNw I JLr i JMr i SURVEYED. HPc DRAWN BY. SOD DesicN BY. SOD CHECK BY NJD PROJ MCW JF FILE OBSSGWATPFN1.Mq KpG ?Mb mpN @SPdJNTetmAUnu RECORD Batlb,WABb14B TpTU, WAS DRAWINGS HIMN VA677 DRAWINGS w¢ Ypgmn A� CITY OF RENTON `N PUeu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY. DATE. RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST WATER PROFILE SW SUNSET BLVD CROSSING DRAWING NC. 159 PROJECT NO TED403430 FEDAID IJD. -0MO B) DATE MAR 2014 SHEET NO. 159 of 304 NUMBER REVISION DESCRIPTION BY APP. DATE