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HomeMy WebLinkAboutWTR2703051.2I 2—#6 BARS PLACED AROUND PIPE FITTING AND EMBEDDED INTO THE CONCRETE THRUST BLOCKING 45°BEND 450BEND FOUR TIE RODS WITH TURNBUC . THREAD L— TABLE 1: BEARING VALVE OF SOIL SOIL TYPE LBS. .F. ALLUVIAL SOIL 1000 SOFT CLAY 2000 FIRM CLAY 4000 WET SAND 4000 SAND AND CLAY MIXED 4000 FINE DRY SAND 6000 HARD CLAY 8000 COARSE DRY SAND 8000 GRAVEL 12000 GRAVEL AND SAND, WELL 16000 CEMENTED HARDPAN OR HARD SHALE 20000 MEDIUM ROCK 40000 ROCK UNDER CAISSONS 50000 HARD ROCK 180,000 ® EM : �I i 1®0= _ Mmmarim©� smi-I � ®���L4�iETLJ�"L•�� SiiEWRIM �i00�7s•��ii VERTICAL THRUST BLACKING BMLIAPPROVED MUL Wem BRYN MAWR— KERIDGE WATER do SEWER DISTRICT munw a►rc- �i WA 2 3 WIRE FABRIC —� FILTER FABRIC —� MATERIAL \1STURbED D OR WRAP AROUND BA E�AT BASE EXIST. GRADE -II FILTER FABRIC, BAG FILL WITH PEA GRAVEL UNDISTURBED SUBGRADE SICTION/A—A 10` 4' MIN. 2.-0 SEE APPENDIX 'C ROJECT MANUAL FILTER FABRIC 2 "'x 14 GAUGE MATERIAL, WEL D WIRE FABRIC MIRAFI 10OX OR E AL OR EQUIVALENT W P INGS, EEL POST G' O.G. L ELEVATION �IrOT TO SCALE a\ecOC7� SILT FENCE 3 TAPPIP NOTE: n JCRETE BLOCKING 1 (FL) 1. ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE WITH BML PERSONNEL PRESENT, FOLLOWING REQUIRED TESTING OF NEW CONSTRUCTION. 2. STEEL PIPES SHALL BE RECOATED WHERE WRAPPING HAS BEEN DISTURBED (PER AWWA STANDARD C210). 3. A 3' X 3' X 4" ASPHALT PATCH IS REQUIRED IF VALVE BOX IS SET IN GRAVEL OR UNPAVED SURFACE. 4. PROVIDE SUPPORT BLOCK UNDER TAPPING VALVE. SUPPORT VALVE AND SLEEVE CONtINUOUSLY THROUGH INSTALLATION. 5. TAPPING SLEEVES FOR ASBESTOS CEMENT PIPE SHALL BE SMITH/BLAIR # 662720, ROMAC # SST, OR APPROVED EQUIVALENT. TAPPING SLEEVES FOR DUCTILE AND CAST IRON `HALL BE JCM 412, APAC 532 OR APPROVED EQUIVALENT. TAPPING SLEEVES FOR PVC PIPE SHALL BE JCM 422, NO EQUIVALENTS CONSIDERED. STRAW BETWEEN BALES POINT A SHOULD BE HIGHER THAN POINT B PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY IANCHOR STAKE TOWAF PREVIOUSLY LAID BALE INOT TO BALE TIES -EBARS, STEEL PICr\ETS 2'x2` STAKES 1 1/2 2' IN THE GROUND VG GALES STRAIT AND HAY BALE BARRIERS32 2 1/2" X 2" ADAPTER WATER METER (SUPPLIED BY BML) DOUBLE CHECK ASSEMBLY 2" X 2 1/2" NST ADAPTER 9 O SUPPLY HOSE 2" DISCHARGE 2" X 2 1/2" NST ADAPTER 2 " CONTROL VALVE 2" CONTROL VALVE 12" MIN. ♦ f ,11111-I I I=I I I -III 1,1 III ,. I NEW WATER MAIN r 1II„I I I :• f : •r f� • TEMP. CAP (MJ) CONNECTION TOA W/2" TAP IP) EXISTING MAIN 3' MIN. (CAP SIZE TO MATCH WATER MAIN SIZE) 12' MAX. TEMP. TEST BLOCKING (TYP.) NOTES: TEMPORARY FLUSHING/TESTING CONNECTIONS 1. DISTRICT SHALL OPERATE ALL VALVES 2. ALL FITTINGS TO BE DUCTILE IRON. ALL EXCAVATION SHALL PROVIDE A MINIMUM OF 12" CLEARANCE AROUND PIPE & FITTINGS. 3. CONTRACTOR TO DETERMINE ALIGNMENT & GRADE OF EXISTING FACILITIES PRIOR TO INSTALLATION OF NEW WATER MAIN. OUTSIDE DIAMETER OF EXISTING WATER MAIN TO BE DETERMINED AT THE SAME TIME THE CONTRACTOR EXCAVATES FOR ALIGNMENT & GRADE. 4. ALL EXCAVATION, PIPE, FITTINGS (EXCEPT AS NOTED), OTHER MATERIAL, BACKFILL, COMPACTION & STREET RESTORATION BY CONTRACTOR. ALL MATERIALS TO BE ON JOB SITE PRIOR TO SCHEDULED SHUT -DOWN OF EXISTING WATER MAIN(S). 5. D.I. SLEEVE (MJ) TO BE INSERTED AT TIME OF CONNECTION FOR CUT INTO EXISTING WATER MAIN. 6. D.I. SLEEVE(S) FURNISHED BY CONTRACTOR FOR CUT INTO EXISTING WATER MAIN. 7. THE CONTRACTOR SHALL COMPLY WITH ESA BMP'S AND MEET REGULATORY AGENCY REQUIREMENTS WHEN FLUSHING NEW CONSTRUCTION AND DISCHARGE WATER FROM THE SYSTEM 8. COORDINATE WITH SEWER UTILITY BEFORE DISCHARGE TO SEWERS. 9. FITTINGS & HOSE SIZE SHOWN ARE MINIMUM SIZE. USE LARGER SIZE AS NEEDED FOR 2.5 F.P.S. FLUSHING. 10. DISTRICT HYDRANT PERMIT REQUIRED TEMPORARY FLUSHING/TESTING SETUP FOR CONNECTION TO EXISTING WATER MAINS APPROVED MAMtpem L BML I MTwT 04CHM DAIr BRYN MAWR—LAKERIDGE WATER do SEWER DISTRICT e"M7W DAM WA28 EX. 12` DI - RENTON WATER R/W — - --� SEE NOTE 4 SEE NOTE 4 R/W —� — g So 124TH ST. G 5G L F = 1' 0— TYPE K COPPERS Tg' I NEW METER INSTALLATION LOCATIONS s , - Tx 'Sc�7- -�— T — - R / W 6433 124TH ST ^1 EXISTING WATER SERVICE INTERCEPT POINT ( 3 L� 8441 3 I 124TH ST WATER SERVICE TO { BE ABANDONED �G 3 I w W SEE SHEET W-2 3 RETAINING WALL NOT TO SCALE STA 153 70 , 75 LT J EXISTING CATCH BASIN W/ GRATE :XISTING ;ATCH BASIN V/ GRATE LT FABRIC BAG PER TESL )TE #2, SHEET G-2, 1ALL BE USED IN ALL aTCH BASINS AND INLETS. SIDE VIEW MAINTENANCE NOTES: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC, PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON —SITE OR HAULED OFF —SITE. 2. REGULAR MAINTENANCE IS CRITICAL FOR CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. NOT TO SCALE I:\acad\detail\rca\ec001 MTAL NLM=s INTERIM GRATE PROTECTION 3 wwb305102 1. WATER SERVICES SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE SERVICE CONNECTIONS WITH BRYN MAWR/ LAKERIDGE WATER AND SEWER DISTRICT AND CITY OF RENTON WATER DEPARTMENT. EXISTING WATER SERVICES SHALL NOT BE ABANDONED UNTIL NEW CITY OF RENTON WATER SERVICES ARE CONNECTED. 3. WATER SERVICE INTERCEPT POINTS SHALL BE DEPENDENT UPON EXACT FIELD LOCATION OF EXISTING WATER SERVICES. 4. RENTON WATER DEPARTMENT SHALL PROVIDE SERVICE TAP AND 3/4' SERVICE LINE TO WATER METER. 1GO LF= 1` TYPE K COPPER ING WALL EXISTING 11 WATER SERVICE INTERCEPT POINT — — P/L WATER SERVICE TO BE ABANDONED NORTH HU11,�, Land Planning • Civil Engineering 13ML��"~U BRYN MAWR-LAKERIDGE WATER & SEWER DISTRICT -� �'` o� �` APPROVALS JOB NO. 15-0317-OG reV151on5 DATE MAY, 2002 2. WATER MAIN REPLACEMENT DRAWING NO. DESIGNED EVL, CMG DRAFTED GMC, SCHL PRIVATE A'�'GEASEMENT _2 11909 RENTON AVENUE SOUTH 5EATTLE, WA 98178 PHONE C20G) 772-7343 FAX C20G) 772-55GO Landscape Architecture •Surveying •Environmental Services 814 E. Pike St, Seattle, Wa 98122 Phone (206)324-5500 Fox (206)328-1880 ®; Gv °.� 27�U7 �4 �'s, `��'c1STV-V: v! ,Vti `SIpNL 10-1 Deetrtet Englnaar Data CHECKED DJH SCALE DETAILS SHEET NO. www.huitt--zol lars.com Approvd Exp. E 0 G V] 0 y N z r CD � m N � z z Y r r a z � C�0; w-3o r/612 5%kA* SCANNED MAR 2 8 2003