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Home My WebLink AboutzW-2269SetI - 8"X6" REDUCER (RAJ X W) " ^ 7 - 6"xB.FV (ONE W%2" G 2")PLU(i ZL = RE U I S 1 O N) .,1,. 1, IDS L E T E 4" $5 � I-D G • SEW .Eli - 1 - B' PLUG W /2" TAP k 2" TEMP. S.D. ASSEMF,Lr 2, AELETE G "50 3• (3) D S To SPLASH BLOCK 5 7y WNC' BLOCK -:}•, CONNECT STD TO 0 S. _. _. 28. OF If D13o -1`�C S. CONNECT A" SS FROM fbL17G TO EX15TI�IC, �' gam'; _ _� I ___ W/ CONIC BLOCKO-(MJxMJ) _. i I 2 +21.5 +OR - - HYDRANT ABBY, -. - I $fE )ETtML SP PAGE 8102 9 1 - ' 1.- B'X6" TEE ZMJ X FL) • - I / E GATE VALVE (FL ) GENERAL NOTES W GONG. BLOCK EXISTING WATER MAIN. SS. SD AND UNDERGROUND POWER AND COMMUNICATIONS PRIOR TO BEGINNING NEW WATER 1:ONC B BEND OC _ X ' 1 STA ATEEVALV�E (xFl.� I. CONTRACTOR SHALL POT -HOLE AND LOCATE ALL EXISTING UTILITIES AT CROSSINGS WITH NEW WATER LINE INCLUDING W GONG. BLOCK ' MJ) - MAIN CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE AND Cltt OF RENTON INSPECTION j . ,,S A 2+00 1 DEPARTMENT 24 HOURS MINIMUM BEFORE DOING WORK. SHOULD ANY CONFLICTS ARISE THE ENGINEER SHALL BE 6" DDDV ASSEMBLY -- -- SEE DETAIL SP NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROCEED UNTIL CONFLCTS ARE MUTUALLY RESOLVED. PAGE 8099 RE DEPARTMENT 2. SEE SPECIFICACCN� SECTION 15300 FOR FIRE PROTECTION SPRINKLER SYSTEM BIDDER DESIGN REQUIREMENTS. -- x -- - - - -,- , . \`N CAS R 3. CONTRACTOR SHALL WORK FRAM LATEST EDITION OF CITY OF RENTON STANDARDS REFERENCED. " x METE 4. INSTALLAION OF ALL UNDER GRADE hNA1tdG SHALL BE INSTALLED PER CITY OF "TON STANDARD #BW18C, SP PAGE BD77. P.I.V. C 1 5. SEE DRAWING SU -1 FOR RECEHT SVRV6'lVLAN SHOWING EXISTING SURFACE PHYSICAL FEATURES AND SOME UTILITIES. 7' -li -T - �..: EXACT LOCATION OF EXISTING UTILITIES TIES $HALL BE VERIFIED. - 8 I G 6. SEE SECTION 15010 PARAGRAPH 4.0 FOR ABBREVIATIONS. I r Alf LOEh TE• 6h S.'r P INb 7. PIPE CONCRETE BLOCKING SHALL BE SIZED PER CITY OF, RENTON STANDARD BR25 -SP PACE 8005.. .. r= U -'f U ry 'i.. ,. �I15' 4 17 - - 2. MYJ rJ 171oN. 'j HIS A'RGA B. SEE DRAWING EMC -2 FOR'DETAILS OF PIPING AT STATIONS 2 +50 25'L AND 0 +11 5'R. D.I. r. POLY WRAP C 9. SEE SPECIFICATIONS FOR DETAILS REFERENCED. ��' '. " I I . l •GAS PIPING TO METER BY CAS APANY 10. SEE SECTION 19010 PARAGRAPH 3.1.19 FOR FLASHING REOUIREMENiS FOR VENT PIPES, ROOF OHMS, AND GAS PIPING. I�fI 11. SEE SECTION _15800 PARAGRAPH 3.1.3.2 FOR INSTALLATION OF DUCTWORK ON THE ROOF. - i� iI I IL E, "IL-1 - G 12. $E£ DRAWING M-1 FOR VfR'S. ROOF DRAINS AND ROOF MOUNTED EQUIPMENT. 1` � I . 2XIS ANGR 13. ALL SITE BELOW GRADE OUTSIDE BUILDING CONDUITS SHALL BE PVC AND ALL OUTDOOR CONDUCTORS SHALL BE #10 -- - - -- - -- 'REMAN 6 - - "- �l OTHERWISE. Tp , WIRE, UNLESS SPECIFIED 0 - - � I 7D.00' A 14. ALL PAVEMENT RESTORATION SHALL BE EQUAL OR BETTER THAN EXISTING. FAIR INTO EXISTING ADJACENT SURFACES. + 2" 11 �I" I_- REPAINT ANY PARKINGKER$ AFFECTED BY EXCAVATION, . 5.00 O 10 1; 15. PROVIDE NEW TELEPHONE SERVICE WITH A MINIMUM OF (3) LINES. CONTACT MS. JERRY HOLMAN AT PH: 5546233 FOR III - PLUGGED TEE.' I TELEPHONE SERVICE. CONTRACTOR SHALL ASSIST TELEPHONE COMPANY FOR PROVIDING THE INCOMING SERVICE. -1- 16. PUGET POWER ELECTRICAL SERVICE: CONTRACTOR SHALL REPORT TO PUGET POWER IMMEDIATELY AFTER RECEIVING r'F- .7.50' _ q- NOTICE TO PROCEED._ 'AT'PUGET POWER CALL MS. KAREN SHARP AT PH: 454 -6303 EXT. 81 -6327 AND MR. BRIAN LEE AT PH: 277- I" y`.I 50' h 4972. WATER MAIN TO PASS UNDER EX S.D. WITH V MIN CLEARANCE I TO t0 KEY NOTES GO- INSTALL SPRINKLER SYSTEM CROSS CONNECTON/SACKFLOW PROTECTION ASSEMBLY PER CRY OF RENTON STANDARDS 4" 1 li I BR56" FOR 6" PIPE ( SP PAGE 8 099) . INCLUDING POST INDICATOR V ALVE CHECK VALVE E AND FIRE DEPARTMENT CAMNEC TI N . I . G I " D,5 To SPLASH BLOCK n 2. INSTALL FIRE HYQRANT ASSEMBLY PER CVY OF RENTON STANDARDS NBR -24, SP PAGE 8102. a N 3. 6" SPRINKLER PIPE BELOW GRADE TO BUILDING. 70.5 a. EXISTING ELECTRICAL 'WEATHER HEAD. SEE DRAWING E -4 G0R NEW AERIAL ELECTRICAL SERVICE CONNECTION. 3LbCK 5. 1" GAS PIPE TO AHU -I. 6. 1" GAS PIPE TO GAS RANGE IN KITCHEN. INSTALL SHUT OFF COCK AND TERMINATE AT 36" AFF AND CAP. _ -7. 1" GAS -PIPETO =HOT WATER HEATER. INSTALL SHUT OFF COCK AND CONNECT TO HW -I. 9 - 8, NEW GAS METER BY GAS COMPANY, OLD METER SHALL BE REMOVED BY GAS COMPANY. - -- I.' -jo, _.. E6' fAtt -iron WaYN (inG 9. INSTALL MAIN VALVE PER CITY OF RENTON STANDARD. STA O +OD� 10. COORDINATE DOWN SPOUTS WITH DRAWING A -S. CONNECT TO 4" PVC BOOT FLUSH WITH GRACE. INSTALL - 1 - 6' %6" TEE (RAJ X FL) CUT -IN - -- I - Gr GATE VALVE (FL X NJ) BOOT IN- BETWEEN DOWN SPOUT AND PVC PIPE. ..:_,._ EX8" VERTICAL CROS-X -RAJ). _.... __. ` - 1 - 8• % @" VERTICAL CROSS MJ X FL) 2- 6" FLEX COVPUNG I - B" PLUG' W' /2" TAP A 2" TEMP. S.D. ASSY. _ - -' - 2 - 8" B.F. (ONE W /2" TAP & T PLUG W CONIC. BLOCKS - STA 0 +11 5'R - 11• INSTALL GAS PIPE ON THE ROOF. SUPPORT ALL GAS PIPE AS NOTED IN SPECIFICATIONS SECTION 15010 PARAGRAPH 3.10.8. EXISTING GAS 12. TRAFFIC GUARD. INSTALL PER SECTION 15010 PARAGRAPH 3.14. - -- -- _ _ MAIN 13. CGINIRACTOR SHALL PROVIDE EXCAVATION TRENCH FOR NEW GAS PIPING FROM GAS MAIN AT N.E. IOTH COURT AND THE - 'GAS METER. CONTRACTOR SHALL PROVIDE A SEPARATE COST PROPOSAL FOR INSTALLATION OF GAS PIPE FROM GAS METER TO CURB SIDE GAS VALVE AND PROVIDE FULL CREDIT TO THE OWNER IF THE WORK IS DONE BY WASHINGTON NATURAL GAS COMPANY. 14. CONCRETE ENCASE A 10' SECTION OF EXISTING SS AT NEW WATER LINE CROSSING: INSTALL PER CITY OF RENTON REQUIREMENT. -- 15. RISER FROM ROOF DRAINS. SEE DRAWING M -3. 16. EXISTING ELECTRICAL SERVICE WEATHERHEAD. REMOVE ALL OLD WIRES AND COORDINATE WITH PUGET POWER FOR J.� CHECKED FOR COMPLIANG_ WIRING FROM METER TO BUS DUCT. /; \ T�CISTANDARDS 17. 12" X 12" H.W. -1 COMBUSTION AIR INTAKE WITH GOOSENECK COVER OPENING WITH GALVANIZED STEEL BIRD SCREEN. \1 DED pate � -`pi RECOMtvfEP1UE� 18. INSTALL 24" % IE % 8" UTILITY VAULT ELECTRIC BOX WITH TOP GF BOX FLUSH WITH GRADE. SEE DRAWING DME -1 FOR gB(2_S- 2Z-ILp SITE PLAN FOR APPROVA'_. EXISTING STUBBED (2) 3/4" AND ONE T EMPTY CONDUITS APPROXIMATELY 24" BELOW GRADE. INSTALL W.P. 4" X C SCALE: 1 =20' JUNCTION BOX WITH W.P. GFCI (4) ALEX RECEPTACLE. CONNECT TO CIRCUIT A -23. THIS CIRCUIT SHALL BE SWITCHED BY THE -- - "'�'- O81e -- - - RYA.. OUTDOOR LIGHTING CONTROL PANEL. AT OTHER END, EXTEND CONDUITS IN JAN ROOM E -4 FROM EXISTING PANEL TO NEW PANEL, GRAPHIC SCALE 19. EXTEND EXISTING 314' C.O. LOCATED SOUTH OF EXISTNIG BUILDING BELOW GRADE. INSTALL RGS BELOW NEW BUILDING - AND JUNCTION BOX WITH FLOOR ACCESS IN NEW BUILDING. PROVIDE BOX HARDWARE WITH CARPET COVER FINISH LID. INSTALL CIRCUITS A -25 AND A -29 IN 24" X 16` X it UTILITY VAULT BOXES WITH .TOP OF BOX FLUSH WITH GRADE ON WEST AND EAST SIDE OF DRIVEWAY, INSTALL W.P. DOUBLE GANG BOX W.P. GFCI (4) PLEX OUTLETS IN EACH BOX, BOTH CIRCUITS ( IN FEEL') rt SHALL BE SWITCHED BY THE LIGHTING CONTROL PANEL. SEE DRAWING E -3 FOR LOCATION OF PANEL. 20. INSTALL LIGHTING BRANCH CIRCUIT A -15 TO A 12" % 12" X 8" UTILITY VAULT ELECTRICAL BOX WITH THE TOP OF SOX e FLUSH VA-,H GRADE, INSTALL W.P. JUNCTION BOX ANO CAP CIRCUIT, LOCATE NEAR EXISTING CROSS - COORDINATE '• "� LOCATION OF BOX WITH ARCHITECT. ANDRWEATC - EP 1KEY,TXT Z NO. ROtLL 14i-.9 CH MOMPLIA,1 TOMS AN ARDSAA I Date Date 4 I "AS P-)Li1L-[ so W_ z z (0 i O V CITY OF RENTON DEPARTMENT OF PUBLIC WORKS EMC- 1 ST'ANDREW T'RES, CHURCH UTILIT ICS DESIGNED DATA h1 AY 1496 FILE NO. DRAWN SCALD •' ^ 29' luo aooK -� CHECKED BY I APPR. DATE APPROVED 212 - BHEET�OFJ - PRESSURE GAUGE - TY CAL BACK FL.O p13EVENYER RATED A7 50 OPMI AND AP fED BY THE P WASHTINI':ON STATE HE DEPARTMENT. P ESSURE R CCING VALVE S N WATER METER AT SITE - EXISTING - SEE DWG. EMC -1 BUILDING P WATER SERVICE ••`•„ /- MAIN BUILDING SHUTOFF VALVE AT SITE — SEE DWG. EMC -1 I-- 2CWATER MAIN BELOW GRADE MAIN BUILDING WATER SUPPLY DETAIL SCALE: NONE GENERAL NOTES 1. SEE SECTION 15000 PARAGRAPH 5.0. FOR CITY OF RENTON REOUIREME�ITS AS NOTED BELOW: A. SANI Y SEWER NOTES AND SPECIFICATIONS B. STOR WATER DRAINAGE NOTES C. WATER UTILITY — GENERAL NOTES D. EROSION CONTROL NOTES F. CROSS CONNFCTION /BACKFLOW PROTECTION ASSEMBLY F. FIRE HYDRANT ASSEMBLY DETAIL G. PIPE BEDDING FOR SANITARY SEWERS H. STANDARD SIDE SEWER INSTALLATION 1. CONCRETE BLOCKING SIZING PROCEDURE K. TYPICAL BUILDING SEWER INSTALLATION PLAN ANDWEMC2 erg EX. 6" C.I. NEW 8" D.I. 1 MI I M EX. G' CAP W/ 2" B.O. ASSY 1 — B' VERTICAL CROSS {MJ X FL) 2 — e" B.F. (ONE W /2" TAP AND 2" PLUG) 1 — 8" PLUG W /2" TAP AND 2" TEMP B.O. ASSY. WITH GONG. BLOCK (HS BEFORE WORK IS DONE AT STA. 2 +50 251. SCALE: NONE E%15(ING 6 C.I, 1 — 8" X 6" REDUCER (MJ X MJ) 1 — 6" RO — MAC TRANSITION COUPLER NIPPLES SIZED TO FIT W /CONC. BLOCKS AFTER WORK IS DONE AT STA. 2 +50 251 SCALE: NON`: 0 MINIMUM 11 ;1/ (% ,Exisin� 6 A8 -1RoH Wnit2 Leue 1 — 6 "X6" TEE (MJ X FL) CUT —IN I — 6" GATE VALVE (FL X MJ) 1 — 8" XS" VERTICAL CROSS(MJ X FL) 1 — 8" PLUG W /2" TAP AND 2" TEMP B.O. ASSY. 2 — 8" B.F. (ONE W /2" TAP AND 2" PLUG) 2 — 5' RO — MAC TRANSITION COUPLERS NIPPLES SIZED TO FIT W /CONC. BLOCKS BEFORE WORK IS DONE AT STA. 0 +11 5'R. SCALE: NONE I — 6"X8" INCREASER (PE X MJ) 8" SOLD SLEEVE AND NIPPLES SIZED TO FIT W /CONC. BLOCKS AFTER WORK IS DONE AT STA. 0 +50 5'R. SCALE: NONE �il�V hFti. Y 9 RECONIMENDED MR PRO-VAL P.Y f 8 -it -y6 1! "A5 eUIL-T 2. IA_'q ?. W -ZZ G ?06 IiYq;.:.,.