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HomeMy WebLinkAboutR-418509AS -BUILT SET LO 00 T I W I— ATER PLAN GENERAL NOTES Standard Plan No. 300 r 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. W ti�Y o PUBLIC WORKS STD. PLAN - 300.0 •` ` DEPARTMENT WATER PLAN GENERAL NOTES MARCH 2O10 TESTING DETAIL t 10 FT EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER LINE n H— VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES 1 STD. PLAN - 300.5 a®� PUBLIC WORKS CONNECTION TO WATER MAIN 7� DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2O10 NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. FIRE HYDRANT SHALL BE COREY—TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY—MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF 0 MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. �> n 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY 2"-o 1 CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ \ \1� 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. �® EXPANSION JOINT AT fCONCRETE SIDEWALK OR PLANTING STRIP 36" MIN COVER BACK OF SIDEWALK (CONCRETE THRUST BLOCK CUT LEVEL ALL GROUND MIN 3' RADIUS ONE MAN ROCK- 1 6 6" CONCRETE PAD TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD El LL HYDRANT LOCATION IN CUT OR FILL Y PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT MARCH 2O10 PICKUP EXTERIOR SIGN SCHEDULE DESCRIPTION DIMENSIONS QUANTITY WAITING SPACES LEFT 18 X 24 — WAITING SPACES RIGHT 18 X 24 — WAITING SPACES AHEAD 18 X 24 — RESERVED WAITING 18 X 24 — PICKUP LEFT PHARMACY RIGHT 18 X 24 — PICKUP RIGHT PHARMACY LEFT 18 X 24 — STOP THANKS FOR ORDERING 18 X 36 — PICKUP HOURS 18 X 36 — RESERVED 18 X 18 41 PHONE NUMBER 8 X 18 41 VERTICAL PICKUP 18 X 36 41 PICKUP LEFT 18 X 24 2 PICKUP AHEAD 18 X 24 — PICKUP RIGHT 18 X 24 3 ALL PICKUP WAY FINDING AND STALL SIGNS ARE WALMART SUPPLIED AND CONTRACTOR INSTALLED. CONTRACTOR TO PLACE SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE. ORDER SHALL BE SENT VIA EMAIL TO GETTY THOMAS (Getty.Thomas©walmart.com) AND BRAD KEENER (Bradley. Keener©walmart. com). REQUEST SHALL CONTAIN A DELIVERY ADDRESS, DESIRED DELIVERY DATE, AND ANY SITE SPECIFIC SIGN SIZE AND/OR COLORS BASED ON APPROVED PLANS. PICKUP EXTERIOR SIGN SCHEDULE N.T.S. FINISH LEGEND P5E SAFETY YELLOW P76 WALMART BLUE NO. CCD #6 REVISION TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANI'F AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10—INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12—INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG D 1 VERTICAL CROSS FOR POLYPIGGING STATION: IIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY iREMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE ')ISINFECTION OF NEW WATER MAIN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF (! y DEPARTMENT WATER MAINS F: STD. PLAN - 300.6 MARCH 2O10 PICKUP PARKING SIGNAGE CENTERED BETWEEN STRIPES, MOUNTED ON BOLLARD SIGN POST IN LINE WITH CANOPY COLUMNS OR TO COLUMN POST. WALMART FURNISHED, CONTRACTOR INSTALLED. REF SITE PLAN BASE DETAILS. PICKUP LANE STRIPING. 12'-0" PAINT TRAFFIC WHITE, TYP. TYP G.C. TO SEAL COAT STRIPING PER SPEC z SECTION 02787 DJ J J J Q ~ 0 10'-0" TYP 0 z 2,-0„ S2 TYP X Lu U Q "PICKUP" PARKING STALL (AT CANOPY DETAIL 2'-6" NUMBERS SHALL BE PAINTED TO MATCH EXISTING STALL STRIPING COLOR 0 NOTE: M PAVEMENT MARKING SHALL MEET UNISPEC SECTION 02765 - PAVEMENT MARKING "PICKUP" PAVEMENT NUMBERS N.T.S. JSB 07/30/21 SURVEYED: JK SCALE: DESIGNED: AS NOTED JSB DRAWN: JSB CHECKED RCJ BY DATE APPR APPROVED: BDA SHACKLE RODS TYPE A BLOCKING ...• n, oo. i"• vronnn, Dr"mc J TYPE O PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 a® DEPARTMENT FITTINGS MARCH 2O10 30" . NOTE: - SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, rrSHEETING. WHITE LEGEND RED BACKGROUND R1-1 30"X30" STOP SIGN WITHIN PARKING LOT N.T.S. 30" ' NOTE: SIGNS SHALL HAVE HERE DIAMOND GRADE, ASTM TYPE XI, SHEETING. FOR LEGEND,BORDER -BLACK BACKGROUND WHITE (RETROREFLECTIVE) STOP SYMBOL RED (RETROREFLECTIVE) R1-5b STOP FOR PEDESTRIANS N.T.S. ® CITY OF RENTON Planning/Building/Public Works Dept. 30" DO NOT 0 ENTER WHITE REFLECTIVE SIGN WITH RED DISC, WHITE LETTERING AND HORIZONTAL WHITE LINE R5-1 "DO NOT ENTER" SIGN N.T.S. A F WAS" L56606 c_ R-418509 Z A O T-418504 in IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q X I..LI II i U_ WALMART #2516 07/29/2021 WALMART SUPERCENTER PICKUP EXPANSION FlEL°BOOK:BOOK Q CONSTRUCTION DOCUMENTS PAGE: PAGE DRAWIN SITE DETIALS (SHEET 3) C4,2 Q SHEET: OF: 9 17