The URL can be used to link to this page

Home My WebLink AboutS-276501¢i N I M E 0 it 0 v o° 0 0 w n i a Y 0 a WATER Ur TY - GBERAL NOTES t. ALL WORK MATLRWS SHALL BE IN CONFORMANCE W/ THE STANDARDS & SPECIFICATIONS OF THE CITY OF RENTON U71U Y DEPARTMENT A THE LATEST EDITION OF THE WSDOl /APWA STANDARDS & SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. - 2. THE HOURS OF WORT( IN THE STREET RIGHT -OF -WAY SILL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE DEPARTMENT, & 911 SILL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE & B SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE & CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48 -HOUR LOCATORS, 1- 800 - 424 -5555, 4, AI I WATERIMAINN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA Cl 10 & C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR UNRNG & SEAL COATING SHALL CowoRM TO AIWA clo4 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. 5. CAST IRON & DUCTILE IRON FITTINGS SHALL BE CEMENT UNED, PRESSURE RATED AS NOTED ON PLANS, & IN ACCORDANCE W/ ANSI /AWWA C110/A21.10 -82 CEMENT LINING SCULL BE IN ACCORDANCE W/ ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER & HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE W/ EITHER ANSI /AWWA Cl IO/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 -INCH M 12 -INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE W/ ANSI /AWWA C11o/A21.10.82 OR A COMBINATION OF ANSI /AWWA C71o/A21.10.82 & ANSI /AWMU C153/A21.53 -84 SUM THAT THE PORTION O THE FITTING W/ A MECHANICAL JOINTS), MAY BE IN ACCORDANCE WITH MIST /AIwW1 C753/A21.53 -84 &THAT PORTION THE FfTTIiHG W/ FLANGED JOINTS) SHAT. BE IN ACCORDANCE W/ ANSI AWWA CIIO A21.10 -82. ACCEPTANCE 1ES11NG IN ACCORDANCE W/ SECTION 53-5.3 O AN51 /AIWA C753/A21.53 -84 OR w/ SECTIONI 10-4.3 OF ANA AWWA ClIO A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR & TRAMSMRTED TO THE OWNER 6. GATE VALVES SHALL CONFORM TO AWWA C500 & SHILL BE IRON BODY, BRONZED- MOUNTED DOUBLE DISC W/ BONZE WEDGING DEVICE & O-RING STUFFING 80X. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSL GATE VALVES SHALL BE CLOW UST 14, MUEllFA COMPANY NO. A2380, OR M&H. ALL VALVES 12' IN DWLTER & LARGER, SMWI BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAL FOR 12' GATE VALVE ASSEMBLY VAULT & 1' BYPASS INSTAUATIat 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING W/ TIE PRESSURE) CONFORMING TO AWWA C- 504-80 W/ A 6 -INCH INLET & A M.V.O. OF 5 INCHES, TWO 2/ 1/2 INCH HOSE NOZZLES W/ NATIONAL STANDARD 7 -INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 & ROOT DWIETER 4.6263, 1 1/4 -INCH PENTAGON OPERATING NUT OPENED BY TURMIUC COUNTER CLOCKWISE (LEFT). B. ALL WATERMAN 10 INCHES & SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERWWt 12 INCHES & LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINSH GRADE WHERE UTILITY CONFLICTS OCCUR, WATERMVNS ARE TO BE LOWERED TO CLEAR. 9. ALL WATERAWNS SIX (6) INCHES IN DIAMETER & LARGER SHALL BE CLEANED W/ PIPE CLEANBtC °PALS' PRIOR TO DISIFECFOI THE -POLY PITS° SHILL BE GIRMLD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL 2 LB /CU FT. DENSITY FOAM W/ 90A DUROMEIER URETHANE RUBBER COATING ON THE REAR OF 'PIG' ONLY ° PIGS' SHALL BE CYLINDER SHAPED W/ BILLET NOSE OR SaAfff ENO. THE CONTRACTOR WALL PERFORM THE CLEANING OPERATION, 9A ALL WMTERMAINS & SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE W/ THE SPECIFICATOtS OF THE CRY OF RENTON & THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RE HM 913. ALL WATERIWNS & SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM ( MINIMM CONCENTRATION) CHLORINE/WATER SOLUTION, DRY CALCIUM HVPOCHLORIIE SHALL NOT BE PLACED IN THE PIPE AS LAO. CHLORITE SCULL BE METES /INJECTED IN ACCORDANCE W/ SECTION 7- 11.3(12)E OR 7- 11.3(12) OF THE STANDARD SPEGFICANDS REFERENCED IN 1 ABOVE 10. A PRECONSfRUCION CONFERENCE IS REQUIRED PRIOR TO ANY COISTRlCTM A MINIMUM OF 3 ( THREE) WORKING DAYS NOTICE S REQUIRED FOR SCHEDULING, PRIOR TO SCHEDULING THE PRECoK A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGOEER'S OFFICE. TWENTY-FOUR HOER NOTICE WILL BE REQUITED PRIOR TO STARTING NEW CONSTRUCTM 11. IT SHALL BE THE CONTRACTORS RESFMSIBIUTY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12 INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES & METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS. METER APPLICATIONS, CONSTRUCTION PERMITS, & PAYMENT O FEES HAVE BEEN MADE TO THE CITY OF RELATOR 13. ALL CONNECTION TO IDOSING MANS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT YET TAPS TII(7N MAY BE MADE BY APPROVED WET TAP CONTRACTORS W/ PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS ALL NECESSARY EXCAVATION & MATERIALS TO BE SUPPLIED BY THE CONTRACTOR & BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY 0--- 'RIMENT 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTi0N. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BOLT DRAWINGS. 15. CONTMVICTOR TO PROVIDE PLUGS & TEMPORARY BLOW -OF ASSEMBLIES FOR TESTING & PUr7RY ACCEPTANCE PRIOR TO FINk DE -IN. 1& ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, WIS. BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS. OHO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 17. ASPHALT & CONCRETE STREET PAVING SHALL BE SAWCUT TO A W41UM 00" OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEIENF, SMIIALKS, CURB, GUTTERS, & DRNEYAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AM DUSTING EXPANSION JOINT. I& A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INTIML EXCAVATION W/ A PERMANENT STALED PATCH TO BE RACED, TO CITY OF RENTON PL ff, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PIACEIE.W OF FINAL PATCR TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR 19. FOR CITY PROJECTS SUCH A TELE]AETRY CONDUIT, THE PVC PIPE USED SMALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROV€D AREAS. ALL CHHEMI & PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE l,pm Imo.•::::.•: WATER AND SEWER P! HAS A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTION, KING COUNTY, WASHINGTON 396 w �'__- -_ -- -- --{ 314 3 CONTRACTOR TO FIELD VERIFY -- _ -- + -- LOCATION AND CONNECT SIDE SEWER i2 j PER CITY CITY OF RENTON SPECIFICATIONS IE =3M.98 O I I EXISTING CB -B RIM= 393.55 I .. IE= 390.11(6" CONC E) - SAWCUT PAVEMENT, SIDEWALK, T6 = 1 -- CURB AND GUTTER. REPLACE EXISTING WON. WELL TI IN KIND PER CITY OF I I RENTON STANDARDS EXS I TING POWER VAULT EXISTING uGHT J -DGx EXISTING -'RE HYDRANT AND WATER VALVE CONTRACTOR TO FIELD VERIFY LOCATION AND CONNECT WATER SERVICE PER CITY OF RENTON SPECIFICATIONS SAWCUT PAVEMENT, SIDEWALK, EXISTING CB -D CURB AND GUTTER. REPLACE RIM= 394.82 IN KIND PER CITY OF 'E= 389.09(18' CON' N) RENTON STANDARDS E= 384.27 EXISTING C8 -E RIM= 395.06 INSTALL TN OAK VAuAS IE= 38.66(18' CONE. S) E= 3844.66 1 -4 NK CONNECTED W1H 23 LF 4' EXI H -B - DI WATO MAN. SEE DETAIL RIM= 395.ti ON SHEET C5 FOR VAULT SIZE IE= 386.43 8" CONE IE= 386.51 8' CONC S IE= 386.91 8° PVC W) FOUND BRASS NAIL W /PUNCH SET IN A 4" CONIC. MON. IN CASE OIL RETAINER BAFFLE GRIT/SLUDGE RETAINER WEIR (2) PLA PLATE COVER FIELD LOCATE AN WET TAP (2) PLATE INSPECTION COVERS INSTALL EX >i C1 WATERMAIi FLOW DIFFUSER BAFFLE �" Y BASE PLAN OVER p1ALa 1- TAPPING TEE EXISTING MH -C 4� GATE VALVE (FLxMJ) IE =386.82 8° CONC S) OIL./WATER SEPARATOR CHAMBER DIAMOND PLATER INSPECTION COVERS' IE= 386.968' PVC SE) .E= 387.13448" PVC SW) .E=386.53(8 CONIC C= OIL RETAINER BAFFLE FLOW DIFFUSER PLAIN ACCESS DOOR GR1 /SLUDGE RETAINER WEIR TELEPHONE INSPECTION TEE 6' INLET MANHOLE EXISTING LIGHT BOX - 6' OUTLET 3/16' GALV STEEL PLATE AND LUMINAIRE TO SEWER BAFFLES AND WIER Ex:SnNG WATER VALVE - EXISTING SOMH -B - RIM= 395.54 IE= 38989(18' CONC N) E- 389.99 18' CONC S iE= 390.44 15' CMP NW IE= 390.28 12° CMP SE) EXISTING CB -F RIM= 395.41 C� IE=340.24 12" CMP E) IE =389.8 12' CMP NW) IE= 393.86 8° CMP) - IE =390 -11 12° CMP S) a 62 1/2° J SECTION A -A SECTKXN B -B Off: /WATER SEPARATOR PIPE ANC (NO. 25-S) NUT TO SCALE W - a 8 - ww'- Nq - &2sr WATI7tI II Li* PER II 1 t 396 EXISTING SSMH -A �/ RIM = 395.17 IE= 385.61(8' CONC N) E= 385.73(8" CONC S) EXISTING SDMH -A RIM = 394.93 IE= 389.00(18° CONC 5) E =389- 18' CONC N) EXISTING CB -B RIM= 394.21 IE= 390.46((24' CMP NW) IE= 393.D1(8' CMP) ,E=389.70 8* CMP S) EXISTING �Sg4 PAVEMENT OIL- ML F v S a f E e v v. C st. C e o v 'o v B o S 70 S almAll will II g6 / HIT (rx)� 8- 3967 CHAJN LINK FENCE ISTING 36' CMP IE =391 80 - M',TNNG CONC WALL WITH CHAIN UNK FEN, ��- EXISTNG 36' CMP i� IE= 34t.e4 EXSnNG 20 ORANAGE EASEMENT (PER SHORT \ PLAT) CB A TYPE 1 IE= .70(6") W/6* DA 9Q DOWNITURNED ELBOW CONNETED TO OUTLET PPE BY WATER 17 1F CONNETXK 44 ,S CB I7, TYPE i ` RIW394.00 IE =391.00(67 W 18' DA 96 DOWNNIURNED ELBOW COYIETED TO OUTLET PIPE 83'AWATER TIGHT CONMEDON. /- �l i' yNS` f 'J e>E I I T i c°3a 3 I 3 G K Z�S �b1 J9' S OF 510 PROD. CO*. C( 231Y E OF SW PROP. COR r�u FIRE HYDWWT DATA: /338 - WITHAL 150' ALL FIRE HYDRANTS USED SMALL / 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61 348 - WITHIN 300' FTRNI6. HUMBER Of FIRE MYAVE AND LCUSSED OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED AND APPROVED BY CON THOMAS, RENTON ASSIST. FIRE MARSNUL t.w - i 21 r S OF SOP PROP. COOL 5S W OF SW PROP. CORL FIRE HYDRANT LOCATC)MM SCALE. 1' =51 J- ?7650/ r.as LEXISIING WOOD EXISTING FENCE ..... .... LAUREL - HEDGE u1 400 .. S 27 2 ROLL 159 f mo /y/m Avow, 4 rrw co 3 w -2765 &1. (S_226s°o/ dav„ 0 -/* J mil n. €s� 9 cr 3 A N Z Q W f cd W ui v U al I $ g i r- 0 _ O N 7 oZ W �` Z N p2Z <ON co ZK Z Off co co Wu I I < Z 3 n z �? W [) A N Z c4 N co Jy 84'x' Q o b 8 y,4 f GO w C.7 1) � aiw NE AVD'MIDYN a FE ' ' II I I II i RIM =39355 !' I II fE= 38_.57((8° CONC W) EXISTING uGHT J -DGx EXISTING -'RE HYDRANT AND WATER VALVE CONTRACTOR TO FIELD VERIFY LOCATION AND CONNECT WATER SERVICE PER CITY OF RENTON SPECIFICATIONS SAWCUT PAVEMENT, SIDEWALK, EXISTING CB -D CURB AND GUTTER. REPLACE RIM= 394.82 IN KIND PER CITY OF 'E= 389.09(18' CON' N) RENTON STANDARDS E= 384.27 EXISTING C8 -E RIM= 395.06 INSTALL TN OAK VAuAS IE= 38.66(18' CONE. S) E= 3844.66 1 -4 NK CONNECTED W1H 23 LF 4' EXI H -B - DI WATO MAN. SEE DETAIL RIM= 395.ti ON SHEET C5 FOR VAULT SIZE IE= 386.43 8" CONE IE= 386.51 8' CONC S IE= 386.91 8° PVC W) FOUND BRASS NAIL W /PUNCH SET IN A 4" CONIC. MON. IN CASE OIL RETAINER BAFFLE GRIT/SLUDGE RETAINER WEIR (2) PLA PLATE COVER FIELD LOCATE AN WET TAP (2) PLATE INSPECTION COVERS INSTALL EX >i C1 WATERMAIi FLOW DIFFUSER BAFFLE �" Y BASE PLAN OVER p1ALa 1- TAPPING TEE EXISTING MH -C 4� GATE VALVE (FLxMJ) IE =386.82 8° CONC S) OIL./WATER SEPARATOR CHAMBER DIAMOND PLATER INSPECTION COVERS' IE= 386.968' PVC SE) .E= 387.13448" PVC SW) .E=386.53(8 CONIC C= OIL RETAINER BAFFLE FLOW DIFFUSER PLAIN ACCESS DOOR GR1 /SLUDGE RETAINER WEIR TELEPHONE INSPECTION TEE 6' INLET MANHOLE EXISTING LIGHT BOX - 6' OUTLET 3/16' GALV STEEL PLATE AND LUMINAIRE TO SEWER BAFFLES AND WIER Ex:SnNG WATER VALVE - EXISTING SOMH -B - RIM= 395.54 IE= 38989(18' CONC N) E- 389.99 18' CONC S iE= 390.44 15' CMP NW IE= 390.28 12° CMP SE) EXISTING CB -F RIM= 395.41 C� IE=340.24 12" CMP E) IE =389.8 12' CMP NW) IE= 393.86 8° CMP) - IE =390 -11 12° CMP S) a 62 1/2° J SECTION A -A SECTKXN B -B Off: /WATER SEPARATOR PIPE ANC (NO. 25-S) NUT TO SCALE W - a 8 - ww'- Nq - &2sr WATI7tI II Li* PER II 1 t 396 EXISTING SSMH -A �/ RIM = 395.17 IE= 385.61(8' CONC N) E= 385.73(8" CONC S) EXISTING SDMH -A RIM = 394.93 IE= 389.00(18° CONC 5) E =389- 18' CONC N) EXISTING CB -B RIM= 394.21 IE= 390.46((24' CMP NW) IE= 393.D1(8' CMP) ,E=389.70 8* CMP S) EXISTING �Sg4 PAVEMENT OIL- ML F v S a f E e v v. C st. C e o v 'o v B o S 70 S almAll will II g6 / HIT (rx)� 8- 3967 CHAJN LINK FENCE ISTING 36' CMP IE =391 80 - M',TNNG CONC WALL WITH CHAIN UNK FEN, ��- EXISTNG 36' CMP i� IE= 34t.e4 EXSnNG 20 ORANAGE EASEMENT (PER SHORT \ PLAT) CB A TYPE 1 IE= .70(6") W/6* DA 9Q DOWNITURNED ELBOW CONNETED TO OUTLET PPE BY WATER 17 1F CONNETXK 44 ,S CB I7, TYPE i ` RIW394.00 IE =391.00(67 W 18' DA 96 DOWNNIURNED ELBOW COYIETED TO OUTLET PIPE 83'AWATER TIGHT CONMEDON. /- �l i' yNS` f 'J e>E I I T i c°3a 3 I 3 G K Z�S �b1 J9' S OF 510 PROD. CO*. C( 231Y E OF SW PROP. COR r�u FIRE HYDWWT DATA: /338 - WITHAL 150' ALL FIRE HYDRANTS USED SMALL / 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61 348 - WITHIN 300' FTRNI6. HUMBER Of FIRE MYAVE AND LCUSSED OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED AND APPROVED BY CON THOMAS, RENTON ASSIST. FIRE MARSNUL t.w - i 21 r S OF SOP PROP. COOL 5S W OF SW PROP. CORL FIRE HYDRANT LOCATC)MM SCALE. 1' =51 J- ?7650/ r.as LEXISIING WOOD EXISTING FENCE ..... .... LAUREL - HEDGE u1 400 .. S 27 2 ROLL 159 f mo /y/m Avow, 4 rrw co 3 w -2765 &1. (S_226s°o/ dav„ 0 -/* J mil n. €s� 9 cr 3 A N Z Q W f cd W ui v U al I $ g i r- 0 _ O N 7 oZ W �` Z N p2Z <ON co ZK Z Off co co Wu I I < Z 3 n z �? W [) A N Z c4 N co Jy 84'x' Q o b 8 y,4 f GO w C.7 1) OIL RETAINER BAFFLE GRIT/SLUDGE RETAINER WEIR (2) PLA PLATE COVER FIELD LOCATE AN WET TAP (2) PLATE INSPECTION COVERS INSTALL EX >i C1 WATERMAIi FLOW DIFFUSER BAFFLE �" Y BASE PLAN OVER p1ALa 1- TAPPING TEE EXISTING MH -C 4� GATE VALVE (FLxMJ) IE =386.82 8° CONC S) OIL./WATER SEPARATOR CHAMBER DIAMOND PLATER INSPECTION COVERS' IE= 386.968' PVC SE) .E= 387.13448" PVC SW) .E=386.53(8 CONIC C= OIL RETAINER BAFFLE FLOW DIFFUSER PLAIN ACCESS DOOR GR1 /SLUDGE RETAINER WEIR TELEPHONE INSPECTION TEE 6' INLET MANHOLE EXISTING LIGHT BOX - 6' OUTLET 3/16' GALV STEEL PLATE AND LUMINAIRE TO SEWER BAFFLES AND WIER Ex:SnNG WATER VALVE - EXISTING SOMH -B - RIM= 395.54 IE= 38989(18' CONC N) E- 389.99 18' CONC S iE= 390.44 15' CMP NW IE= 390.28 12° CMP SE) EXISTING CB -F RIM= 395.41 C� IE=340.24 12" CMP E) IE =389.8 12' CMP NW) IE= 393.86 8° CMP) - IE =390 -11 12° CMP S) a 62 1/2° J SECTION A -A SECTKXN B -B Off: /WATER SEPARATOR PIPE ANC (NO. 25-S) NUT TO SCALE W - a 8 - ww'- Nq - &2sr WATI7tI II Li* PER II 1 t 396 EXISTING SSMH -A �/ RIM = 395.17 IE= 385.61(8' CONC N) E= 385.73(8" CONC S) EXISTING SDMH -A RIM = 394.93 IE= 389.00(18° CONC 5) E =389- 18' CONC N) EXISTING CB -B RIM= 394.21 IE= 390.46((24' CMP NW) IE= 393.D1(8' CMP) ,E=389.70 8* CMP S) EXISTING �Sg4 PAVEMENT OIL- ML F v S a f E e v v. C st. C e o v 'o v B o S 70 S almAll will II g6 / HIT (rx)� 8- 3967 CHAJN LINK FENCE ISTING 36' CMP IE =391 80 - M',TNNG CONC WALL WITH CHAIN UNK FEN, ��- EXISTNG 36' CMP i� IE= 34t.e4 EXSnNG 20 ORANAGE EASEMENT (PER SHORT \ PLAT) CB A TYPE 1 IE= .70(6") W/6* DA 9Q DOWNITURNED ELBOW CONNETED TO OUTLET PPE BY WATER 17 1F CONNETXK 44 ,S CB I7, TYPE i ` RIW394.00 IE =391.00(67 W 18' DA 96 DOWNNIURNED ELBOW COYIETED TO OUTLET PIPE 83'AWATER TIGHT CONMEDON. /- �l i' yNS` f 'J e>E I I T i c°3a 3 I 3 G K Z�S �b1 J9' S OF 510 PROD. CO*. C( 231Y E OF SW PROP. COR r�u FIRE HYDWWT DATA: /338 - WITHAL 150' ALL FIRE HYDRANTS USED SMALL / 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61 348 - WITHIN 300' FTRNI6. HUMBER Of FIRE MYAVE AND LCUSSED OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED AND APPROVED BY CON THOMAS, RENTON ASSIST. FIRE MARSNUL t.w - i 21 r S OF SOP PROP. COOL 5S W OF SW PROP. CORL FIRE HYDRANT LOCATC)MM SCALE. 1' =51 J- ?7650/ r.as LEXISIING WOOD EXISTING FENCE ..... .... LAUREL - HEDGE u1 400 .. S 27 2 ROLL 159 f mo /y/m Avow, 4 rrw co 3 w -2765 &1. (S_226s°o/ dav„ 0 -/* J mil n. €s� 9 cr 3 A N Z Q W f cd W ui v U al I $ g i r- 0 _ O N 7 oZ W �` Z N p2Z <ON co ZK Z Off co co Wu I I < Z 3 n z �? W [) A N Z c4 N co Jy 84'x' Q o b 8 y,4 f GO w C.7 1) WATI7tI II Li* PER II 1 t 396 EXISTING SSMH -A �/ RIM = 395.17 IE= 385.61(8' CONC N) E= 385.73(8" CONC S) EXISTING SDMH -A RIM = 394.93 IE= 389.00(18° CONC 5) E =389- 18' CONC N) EXISTING CB -B RIM= 394.21 IE= 390.46((24' CMP NW) IE= 393.D1(8' CMP) ,E=389.70 8* CMP S) EXISTING �Sg4 PAVEMENT OIL- ML F v S a f E e v v. C st. C e o v 'o v B o S 70 S almAll will II g6 / HIT (rx)� 8- 3967 CHAJN LINK FENCE ISTING 36' CMP IE =391 80 - M',TNNG CONC WALL WITH CHAIN UNK FEN, ��- EXISTNG 36' CMP i� IE= 34t.e4 EXSnNG 20 ORANAGE EASEMENT (PER SHORT \ PLAT) CB A TYPE 1 IE= .70(6") W/6* DA 9Q DOWNITURNED ELBOW CONNETED TO OUTLET PPE BY WATER 17 1F CONNETXK 44 ,S CB I7, TYPE i ` RIW394.00 IE =391.00(67 W 18' DA 96 DOWNNIURNED ELBOW COYIETED TO OUTLET PIPE 83'AWATER TIGHT CONMEDON. /- �l i' yNS` f 'J e>E I I T i c°3a 3 I 3 G K Z�S �b1 J9' S OF 510 PROD. CO*. C( 231Y E OF SW PROP. COR r�u FIRE HYDWWT DATA: /338 - WITHAL 150' ALL FIRE HYDRANTS USED SMALL / 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61 348 - WITHIN 300' FTRNI6. HUMBER Of FIRE MYAVE AND LCUSSED OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED AND APPROVED BY CON THOMAS, RENTON ASSIST. FIRE MARSNUL t.w - i 21 r S OF SOP PROP. COOL 5S W OF SW PROP. CORL FIRE HYDRANT LOCATC)MM SCALE. 1' =51 J- ?7650/ r.as LEXISIING WOOD EXISTING FENCE ..... .... LAUREL - HEDGE u1 400 .. S 27 2 ROLL 159 f mo /y/m Avow, 4 rrw co 3 w -2765 &1. (S_226s°o/ dav„ 0 -/* J mil n. €s� 9 cr 3 A N Z Q W f cd W ui v U al I $ g i r- 0 _ O N 7 oZ W �` Z N p2Z <ON co ZK Z Off co co Wu I I < Z 3 n z �? W [) A N Z c4 N co Jy 84'x' Q o b 8 y,4 f GO w C.7 1) EXISTING �Sg4 PAVEMENT OIL- ML F v S a f E e v v. C st. C e o v 'o v B o S 70 S almAll will II g6 / HIT (rx)� 8- 3967 CHAJN LINK FENCE ISTING 36' CMP IE =391 80 - M',TNNG CONC WALL WITH CHAIN UNK FEN, ��- EXISTNG 36' CMP i� IE= 34t.e4 EXSnNG 20 ORANAGE EASEMENT (PER SHORT \ PLAT) CB A TYPE 1 IE= .70(6") W/6* DA 9Q DOWNITURNED ELBOW CONNETED TO OUTLET PPE BY WATER 17 1F CONNETXK 44 ,S CB I7, TYPE i ` RIW394.00 IE =391.00(67 W 18' DA 96 DOWNNIURNED ELBOW COYIETED TO OUTLET PIPE 83'AWATER TIGHT CONMEDON. /- �l i' yNS` f 'J e>E I I T i c°3a 3 I 3 G K Z�S �b1 J9' S OF 510 PROD. CO*. C( 231Y E OF SW PROP. COR r�u FIRE HYDWWT DATA: /338 - WITHAL 150' ALL FIRE HYDRANTS USED SMALL / 325 - wnmk 300' BE UPGRADED 0114 A STOtZ 61 348 - WITHIN 300' FTRNI6. HUMBER Of FIRE MYAVE AND LCUSSED OF FIRE HYOR/MNIS HAVE BEEN DISCUSSED AND APPROVED BY CON THOMAS, RENTON ASSIST. FIRE MARSNUL t.w - i 21 r S OF SOP PROP. COOL 5S W OF SW PROP. CORL FIRE HYDRANT LOCATC)MM SCALE. 1' =51 J- ?7650/ r.as LEXISIING WOOD EXISTING FENCE ..... .... LAUREL - HEDGE u1 400 .. S 27 2 ROLL 159 f mo /y/m Avow, 4 rrw co 3 w -2765 &1. (S_226s°o/ dav„ 0 -/* J mil n. €s� 9 cr 3 A N Z Q W f cd W ui v U al I $ g i r- 0 _ O N 7 oZ W �` Z N p2Z <ON co ZK Z Off co co Wu I I < Z 3 n z �? W [) A N Z c4 N co Jy 84'x' Q o b 8 y,4 f GO w C.7 1)