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Home My WebLink AboutS-309603I I N I IL CL CE Q2 5 cc Q 3 n rr o 1 '1 Z - 4 C) C) 3 E C.,>-4 Z .2 C_ w a' v .D m C d III i 0 1ST -w 6D _- - WATER AND SEWER EXTENSION PLAN I A PORTION OF THE N.E. 1 /4 OF THE S.E. 1 /4 OF SECTION 8, TOWNSHIP 23 N., RANGE 5 E., W.M. `D- RENTON, WASHINGTON Ex6TING WATER METER AND SERVICE ,71! UNE TO WIN. NEW METER SERVING DL HOUSE 101 'ON LOT 4 SHALL BE INSTALLED N APPROPRIATE... LOCATION SHOWN. CONNECT NEW METER TO DUSTING HOUSE USING 3' COPPER PER CITY 3i 1 i Ir c 21 '. W t5D 81 12 LF 8' 3 CL 52 9 I 71 j8 01-h � a TI Tr -y'LWC =159.!%1 . Y Sm 11 +53.48 w 6TH = SUL 10+007 BU C:. WOOD OD REE:al N =s! W i . LOCATION OF ex F' caer a s tts EXIST:INC BUILDING ORAWNG BR41. DURING ROAD CONSiRUCTION. A TENPOWIRY METER AND SERVICE LINE. SHALL. BE.1i PROVIDED OUTSIDE ROADWAY TO PROVIDE WATER SERVICE TO DUSTING HOUSE r:06RD ?K'B xj CAP ' POWER POLE fJ t5 1x926 T1r.RlG WlTRANSFORMER h\ I ! ._ .5+1CN. ^,R ! W /UG'DROP % APPRO. LOCATION OF EX. 6 SIDE SEWER LOT %4 RIM SEE HIDE 11 - - -- -- _ _ rla)� � % `�• y7��.4 aa _ __ ----" R 0 C K+3A'J3 �J -- - - - --. -- -. RIM MH �;t7 Grte-- -- =- _ -` - - - -- - - - L'Y CB 1 SEE 9NR POLE PER PLAN ! !. 1 MIN. FI" =1TjX % - • c4Auv_wRE , ! I POND S GENERALLY 'GOICt" PER PLAN' 17ME - or SDE i a I i i0 NORTH END (WILL SEWER STUB (TYP.) fl" 3BE -A WALL) o piP,S ;, :. -- - / ! - ! I E: {IS Ih STOW 5Ng 41 REC -ROOM -9U!s °vY1_P - IE= 170.76 TIE 175. W 4+57 ra, i r FF 172.12 dEtER �'- 15• LT CLEANOUT FUrURE j� WCD7 Fyn, ^ -. ✓.. r"_'_. HOUSE TO \ t;� BE SPRR8(LERED ~ !�I IMSIALL�3' WA*R METER r O SERVICE LdNE �' _ _ -- �, . INSTALL 1' WATER METER TBM AND SERVICE LINE SEE 172.92' CB NI 1 f2 - z r PRESSURE ERGE PATIO 17 &5 TQP'r i - X REDUCNG.. VALVES PER l 4 ° 174.75 0 , { ` CITY DETAIL BR45. �KFJN-NP IE =157 -76 G t4 R .r I� .s I °�- MN. FF=165.0 6- STUB \` ,,, -' 178-•'W/M z _ NSAULr WATER METER ! '--- -180-�� 5,`8/5 . SERVICE LINE W/ PRESSURE (AS SH ) ' - ----182 ---- 179.70. G 174.2 B IE 0 _ REDUCING VALVES N ACCORDANCE _ WITH CRY DETAIL DR45 (TYP.). i 'T84, IE =169.50 MN. FF=174.0 - 5 - I' NOTE ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CIT`� OF -- •�_- RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL.; MIN. FF =176.0 s n m m E705TRNG 8' D.I. WATERLINE EXISTING e' D.I. WATER LINE NEW I!' DJ. - WATER UNE NEW 6' D.1. WATER LINE o :[flLlAr_Av s INSERT CLEANING 'POLY -PD' N: LALL TESTING, CLEA NRNG AND DISINFECTION, ° i0 R 8%8" ( � REMOVE TEMP. BLOCK ! BLOW -OFF 0 CONNECT qA4QES •c� 2' TAP 6: 2' PLUG) WITH 1-8-9-MW (MJ) t 8- D.I. SPOOLS AS REQUIRED o Z 1 -8' PLUG NO W/ S rn 2' TAP k 2' BLOW -OFF 0 0 TEMP. BLOCK EXISTING 8' D.I. D.I. 8"_) - WET TAP: BY CITY FORCES) WATER UNE 874- WET TAPPING TEE (MJxFL) W/ CONC. BLOCK a �+ 1 -8' GATE VALVE (RAU) 1 v 2 -8' RD-MAC TRANSITION COUPLINGS w (8' D.I. TO 8' D.I.) TEMP- BLOCK TESTING DETAIL FINAL CONNECTION DETAIL m e- wrR- a.l -dsfd 4 - Z e��►�,a>t- tm>ar� 0 AT N.E. 6TH CT. <t lu As 5, RILL 19 31' By:. ETV; , By:. 17e.0 :1 2 IE =171.76 O / FUTURE �/ HOUSE TO / BE SPRINKLERED 1 YW/M AS SHOWN / / 25 MWM / lar TO W. _ro ro w/M O PA � r r 3 NSTAJ_ 1' WATER METER -- - AND SERVICE LINE. SEE SPRINKLER NOTES, THIS STEEL INSTALL PRESSUI REDUCING VALVES PER CITY DETAIL B R45. F JRE-- MN. FF -184.0 HOUSE TO BE SPRRIKLEREo FOR APPFi01VAL Date_ Date: Dote me WATERMAIN' FITTING DATA: O STA. 11 +33 (NE 6TH CT.), ON $ O STA. 11 +32.19, 4.10' RT. FIELD LOCATE EX. B' WATERMNN INSTALL' AND NSIALL WET TAP WITH: 1- 4'11 }' BEND (MJ) 1 -8'x8' WET TAPPING TEE (MJxFL) CONCRETE THRUST BLOCKING 1 -e' GATE VALVE (FLxMJ) SOSTA. 11 +84.23, 5.41' RT. CONCRETE THRUST BLOCKING INSTALL - 2 STA. 10 +05.62, .15.18' LT. 1- 4'x11}• BEND (MJ) O INSTALL- .CONCRETE THRUST BLOCKING 1 -8'x11 BEND (MJ) © INSTALL OyNC THRUST BLOCKING STA. 12 +21.56, 5.40' RT. O STA. 10 +15.41, 9.06' LT. (BLAINE STA. EXTENDED 5.0' ROM INSTALL- 1 -$ D.I. CAP (NJ) 1 -FIRE HYD. ASSY. (MJ) 1 -2' PERMANENT BLOW -OFF ASSY. 1 -8'x6' TEE (MJxFL) 2 -4' PLUGS (MJ) 1 -6' GATE VALVE (FLXW) 1 -4'x4' VERTICAL CROSS (MJXW)- 19 LF 6' D.I. (FOR POLY- PIGGING) :.. i -8'x4' REDUCER (FL) CONCRETETHRUST BLOCKING 1 -4- GATE VALVE- (FLXMJ) -..... CONCRETE THRUST BLOCKING FM SPRINKLER NOTES 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED FOR LOTS 1, 2, 3 WITHIN THIS PUT. 2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF THE DOMESTIC WATER, METER 'TO EACH LOT WITH A FIRE SPRINKLER DESIGNER PRIOR TO THE INSTALLATION OF THE WATER SERVICE STUB AND METER. .3. A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMRTED TO ROM FIRE DEPAKDAWr FOR REVIEW AND PERMITTING PRIOR TO INSTALLATION OF THE SPRINKLER SYSTEM. A B1pffLOW PREVENTION DEVICE DOUBLE CHECK VALVE ASSEMBLY IS REQUIRED FOR EACH BUILDING. U71L" X -NCI lttFOF>wRlAT10Pk T/P 6' SEIYFR=154.9 E 4• MATER =156.2 O TIP e' 55=156.5 12' SD- 159.43 4O TIP 4' WATER - 157.33 IE 12' SD-159.5 SO T/P W SS =167.86 IE 8• SO-169-3 TIP 8' SDE SEWER =156.73 E 4 WATER SEWS Q T/P 8' SIDE- SEWER-1168.81 IE 12' SD -170.0 T/P 6' SIDE SEWER =16920 IE 4' WATER -176.0 SURVEYOR'S NOTES PACIFIC NORTHWEST TITLE INSURANCE COMPANY. ORDER No.. 456722 DATED NOV. 5. 2001 WAS RELIED UPON FOR TITLE INFORMATION. EASEMENTS Roe. No. 1737713. Roe. No. 5074957, Rec. No. 6e0309OB49 ARE. SHOWN. Rec.No. 9606210966 S A.CITY OF RENTON ORDINANCE ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER .SERVICE. HOMCWAL DATUM - OF BE14RIRK�3 WAD 1983/91 (RENTON DATUM) YEM C& DATWM - SAM OF S_EVATfON� NORTH AMERICAN VERTICAL DATUM OF 1988 NAND OB _. CITY OF RENTON BM � MW - FND 4' x 4' CONC LEON IN CASE %/ PUNCHED 3/8' COPPER PLUG ON CENTERLINE OF EbMONDS AVE. WE IN FRONT OF HOUSE NO. 801 ELEV. - 265.08 FEET CALCULATED LAND AREA: ..50,466 f sq. ft. [or 1.156 t Acre]: DFVF: oPET�• CITY OF RENTON MKJimi J. pPoiilE/RF I SMITH aJaA OEPAFLTMENT N)F PU�LLIC WN>F%tKO 9910 6TIi AVENUE N.E - 07 �p f ��!!��!J�� SEATTLE, WA 98115. p - - WATER AND SEVER ER MIKE PRrrnE (206) 544-0212. p� °- PLAN MAPLM.SWRT PLAT BARGHAUSEN CONSULTING; ENGINEERS, INC. AVENUE SOUTH + DA1! 9/2=6/02 HNSn ►A�_ FU No 18215 72ND �.- CHIIK KENT, WA 96032 (425)251 -6222 �aOlIIN1�� (425)251 -6762 FAX Armor® c .HN3t C5 aF 8 SCANNED NAR 2 9 ,sN0� /�f� . W - �p:9eSo 1 ( "J =>'• Go CV m 'GOICt" PER PLAN' 17ME - or SDE i a I i i0 NORTH END (WILL SEWER STUB (TYP.) fl" 3BE -A WALL) o piP,S ;, :. -- - / ! - ! I E: {IS Ih STOW 5Ng 41 REC -ROOM -9U!s °vY1_P - IE= 170.76 TIE 175. W 4+57 ra, i r FF 172.12 dEtER �'- 15• LT CLEANOUT FUrURE j� WCD7 Fyn, ^ -. ✓.. r"_'_. HOUSE TO \ t;� BE SPRR8(LERED ~ !�I IMSIALL�3' WA*R METER r O SERVICE LdNE �' _ _ -- �, . INSTALL 1' WATER METER TBM AND SERVICE LINE SEE 172.92' CB NI 1 f2 - z r PRESSURE ERGE PATIO 17 &5 TQP'r i - X REDUCNG.. VALVES PER l 4 ° 174.75 0 , { ` CITY DETAIL BR45. �KFJN-NP IE =157 -76 G t4 R .r I� .s I °�- MN. FF=165.0 6- STUB \` ,,, -' 178-•'W/M z _ NSAULr WATER METER ! '--- -180-�� 5,`8/5 . SERVICE LINE W/ PRESSURE (AS SH ) ' - ----182 ---- 179.70. G 174.2 B IE 0 _ REDUCING VALVES N ACCORDANCE _ WITH CRY DETAIL DR45 (TYP.). i 'T84, IE =169.50 MN. FF=174.0 - 5 - I' NOTE ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CIT`� OF -- •�_- RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL.; MIN. FF =176.0 s n m m E705TRNG 8' D.I. WATERLINE EXISTING e' D.I. WATER LINE NEW I!' DJ. - WATER UNE NEW 6' D.1. WATER LINE o :[flLlAr_Av s INSERT CLEANING 'POLY -PD' N: LALL TESTING, CLEA NRNG AND DISINFECTION, ° i0 R 8%8" ( � REMOVE TEMP. BLOCK ! BLOW -OFF 0 CONNECT qA4QES •c� 2' TAP 6: 2' PLUG) WITH 1-8-9-MW (MJ) t 8- D.I. SPOOLS AS REQUIRED o Z 1 -8' PLUG NO W/ S rn 2' TAP k 2' BLOW -OFF 0 0 TEMP. BLOCK EXISTING 8' D.I. D.I. 8"_) - WET TAP: BY CITY FORCES) WATER UNE 874- WET TAPPING TEE (MJxFL) W/ CONC. BLOCK a �+ 1 -8' GATE VALVE (RAU) 1 v 2 -8' RD-MAC TRANSITION COUPLINGS w (8' D.I. TO 8' D.I.) TEMP- BLOCK TESTING DETAIL FINAL CONNECTION DETAIL m e- wrR- a.l -dsfd 4 - Z e��►�,a>t- tm>ar� 0 AT N.E. 6TH CT. <t lu As 5, RILL 19 31' By:. ETV; , By:. 17e.0 :1 2 IE =171.76 O / FUTURE �/ HOUSE TO / BE SPRINKLERED 1 YW/M AS SHOWN / / 25 MWM / lar TO W. _ro ro w/M O PA � r r 3 NSTAJ_ 1' WATER METER -- - AND SERVICE LINE. SEE SPRINKLER NOTES, THIS STEEL INSTALL PRESSUI REDUCING VALVES PER CITY DETAIL B R45. F JRE-- MN. FF -184.0 HOUSE TO BE SPRRIKLEREo FOR APPFi01VAL Date_ Date: Dote me WATERMAIN' FITTING DATA: O STA. 11 +33 (NE 6TH CT.), ON $ O STA. 11 +32.19, 4.10' RT. FIELD LOCATE EX. B' WATERMNN INSTALL' AND NSIALL WET TAP WITH: 1- 4'11 }' BEND (MJ) 1 -8'x8' WET TAPPING TEE (MJxFL) CONCRETE THRUST BLOCKING 1 -e' GATE VALVE (FLxMJ) SOSTA. 11 +84.23, 5.41' RT. CONCRETE THRUST BLOCKING INSTALL - 2 STA. 10 +05.62, .15.18' LT. 1- 4'x11}• BEND (MJ) O INSTALL- .CONCRETE THRUST BLOCKING 1 -8'x11 BEND (MJ) © INSTALL OyNC THRUST BLOCKING STA. 12 +21.56, 5.40' RT. O STA. 10 +15.41, 9.06' LT. (BLAINE STA. EXTENDED 5.0' ROM INSTALL- 1 -$ D.I. CAP (NJ) 1 -FIRE HYD. ASSY. (MJ) 1 -2' PERMANENT BLOW -OFF ASSY. 1 -8'x6' TEE (MJxFL) 2 -4' PLUGS (MJ) 1 -6' GATE VALVE (FLXW) 1 -4'x4' VERTICAL CROSS (MJXW)- 19 LF 6' D.I. (FOR POLY- PIGGING) :.. i -8'x4' REDUCER (FL) CONCRETETHRUST BLOCKING 1 -4- GATE VALVE- (FLXMJ) -..... CONCRETE THRUST BLOCKING FM SPRINKLER NOTES 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED FOR LOTS 1, 2, 3 WITHIN THIS PUT. 2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF THE DOMESTIC WATER, METER 'TO EACH LOT WITH A FIRE SPRINKLER DESIGNER PRIOR TO THE INSTALLATION OF THE WATER SERVICE STUB AND METER. .3. A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMRTED TO ROM FIRE DEPAKDAWr FOR REVIEW AND PERMITTING PRIOR TO INSTALLATION OF THE SPRINKLER SYSTEM. A B1pffLOW PREVENTION DEVICE DOUBLE CHECK VALVE ASSEMBLY IS REQUIRED FOR EACH BUILDING. U71L" X -NCI lttFOF>wRlAT10Pk T/P 6' SEIYFR=154.9 E 4• MATER =156.2 O TIP e' 55=156.5 12' SD- 159.43 4O TIP 4' WATER - 157.33 IE 12' SD-159.5 SO T/P W SS =167.86 IE 8• SO-169-3 TIP 8' SDE SEWER =156.73 E 4 WATER SEWS Q T/P 8' SIDE- SEWER-1168.81 IE 12' SD -170.0 T/P 6' SIDE SEWER =16920 IE 4' WATER -176.0 SURVEYOR'S NOTES PACIFIC NORTHWEST TITLE INSURANCE COMPANY. ORDER No.. 456722 DATED NOV. 5. 2001 WAS RELIED UPON FOR TITLE INFORMATION. EASEMENTS Roe. No. 1737713. Roe. No. 5074957, Rec. No. 6e0309OB49 ARE. SHOWN. Rec.No. 9606210966 S A.CITY OF RENTON ORDINANCE ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER .SERVICE. HOMCWAL DATUM - OF BE14RIRK�3 WAD 1983/91 (RENTON DATUM) YEM C& DATWM - SAM OF S_EVATfON� NORTH AMERICAN VERTICAL DATUM OF 1988 NAND OB _. CITY OF RENTON BM � MW - FND 4' x 4' CONC LEON IN CASE %/ PUNCHED 3/8' COPPER PLUG ON CENTERLINE OF EbMONDS AVE. WE IN FRONT OF HOUSE NO. 801 ELEV. - 265.08 FEET CALCULATED LAND AREA: ..50,466 f sq. ft. [or 1.156 t Acre]: DFVF: oPET�• CITY OF RENTON MKJimi J. pPoiilE/RF I SMITH aJaA OEPAFLTMENT N)F PU�LLIC WN>F%tKO 9910 6TIi AVENUE N.E - 07 �p f ��!!��!J�� SEATTLE, WA 98115. p - - WATER AND SEVER ER MIKE PRrrnE (206) 544-0212. p� °- PLAN MAPLM.SWRT PLAT BARGHAUSEN CONSULTING; ENGINEERS, INC. AVENUE SOUTH + DA1! 9/2=6/02 HNSn ►A�_ FU No 18215 72ND �.- CHIIK KENT, WA 96032 (425)251 -6222 �aOlIIN1�� (425)251 -6762 FAX Armor® c .HN3t C5 aF 8 SCANNED NAR 2 9 ,sN0� /�f� . W - �p:9eSo 1 ( "J =>'• Go CV m n m m E705TRNG 8' D.I. WATERLINE EXISTING e' D.I. WATER LINE NEW I!' DJ. - WATER UNE NEW 6' D.1. WATER LINE o :[flLlAr_Av s INSERT CLEANING 'POLY -PD' N: LALL TESTING, CLEA NRNG AND DISINFECTION, ° i0 R 8%8" ( � REMOVE TEMP. BLOCK ! BLOW -OFF 0 CONNECT qA4QES •c� 2' TAP 6: 2' PLUG) WITH 1-8-9-MW (MJ) t 8- D.I. SPOOLS AS REQUIRED o Z 1 -8' PLUG NO W/ S rn 2' TAP k 2' BLOW -OFF 0 0 TEMP. BLOCK EXISTING 8' D.I. D.I. 8"_) - WET TAP: BY CITY FORCES) WATER UNE 874- WET TAPPING TEE (MJxFL) W/ CONC. BLOCK a �+ 1 -8' GATE VALVE (RAU) 1 v 2 -8' RD-MAC TRANSITION COUPLINGS w (8' D.I. TO 8' D.I.) TEMP- BLOCK TESTING DETAIL FINAL CONNECTION DETAIL m e- wrR- a.l -dsfd 4 - Z e��►�,a>t- tm>ar� 0 AT N.E. 6TH CT. <t lu As 5, RILL 19 31' By:. ETV; , By:. 17e.0 :1 2 IE =171.76 O / FUTURE �/ HOUSE TO / BE SPRINKLERED 1 YW/M AS SHOWN / / 25 MWM / lar TO W. _ro ro w/M O PA � r r 3 NSTAJ_ 1' WATER METER -- - AND SERVICE LINE. SEE SPRINKLER NOTES, THIS STEEL INSTALL PRESSUI REDUCING VALVES PER CITY DETAIL B R45. F JRE-- MN. FF -184.0 HOUSE TO BE SPRRIKLEREo FOR APPFi01VAL Date_ Date: Dote me WATERMAIN' FITTING DATA: O STA. 11 +33 (NE 6TH CT.), ON $ O STA. 11 +32.19, 4.10' RT. FIELD LOCATE EX. B' WATERMNN INSTALL' AND NSIALL WET TAP WITH: 1- 4'11 }' BEND (MJ) 1 -8'x8' WET TAPPING TEE (MJxFL) CONCRETE THRUST BLOCKING 1 -e' GATE VALVE (FLxMJ) SOSTA. 11 +84.23, 5.41' RT. CONCRETE THRUST BLOCKING INSTALL - 2 STA. 10 +05.62, .15.18' LT. 1- 4'x11}• BEND (MJ) O INSTALL- .CONCRETE THRUST BLOCKING 1 -8'x11 BEND (MJ) © INSTALL OyNC THRUST BLOCKING STA. 12 +21.56, 5.40' RT. O STA. 10 +15.41, 9.06' LT. (BLAINE STA. EXTENDED 5.0' ROM INSTALL- 1 -$ D.I. CAP (NJ) 1 -FIRE HYD. ASSY. (MJ) 1 -2' PERMANENT BLOW -OFF ASSY. 1 -8'x6' TEE (MJxFL) 2 -4' PLUGS (MJ) 1 -6' GATE VALVE (FLXW) 1 -4'x4' VERTICAL CROSS (MJXW)- 19 LF 6' D.I. (FOR POLY- PIGGING) :.. i -8'x4' REDUCER (FL) CONCRETETHRUST BLOCKING 1 -4- GATE VALVE- (FLXMJ) -..... CONCRETE THRUST BLOCKING FM SPRINKLER NOTES 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED FOR LOTS 1, 2, 3 WITHIN THIS PUT. 2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF THE DOMESTIC WATER, METER 'TO EACH LOT WITH A FIRE SPRINKLER DESIGNER PRIOR TO THE INSTALLATION OF THE WATER SERVICE STUB AND METER. .3. A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMRTED TO ROM FIRE DEPAKDAWr FOR REVIEW AND PERMITTING PRIOR TO INSTALLATION OF THE SPRINKLER SYSTEM. A B1pffLOW PREVENTION DEVICE DOUBLE CHECK VALVE ASSEMBLY IS REQUIRED FOR EACH BUILDING. U71L" X -NCI lttFOF>wRlAT10Pk T/P 6' SEIYFR=154.9 E 4• MATER =156.2 O TIP e' 55=156.5 12' SD- 159.43 4O TIP 4' WATER - 157.33 IE 12' SD-159.5 SO T/P W SS =167.86 IE 8• SO-169-3 TIP 8' SDE SEWER =156.73 E 4 WATER SEWS Q T/P 8' SIDE- SEWER-1168.81 IE 12' SD -170.0 T/P 6' SIDE SEWER =16920 IE 4' WATER -176.0 SURVEYOR'S NOTES PACIFIC NORTHWEST TITLE INSURANCE COMPANY. ORDER No.. 456722 DATED NOV. 5. 2001 WAS RELIED UPON FOR TITLE INFORMATION. EASEMENTS Roe. No. 1737713. Roe. No. 5074957, Rec. No. 6e0309OB49 ARE. SHOWN. Rec.No. 9606210966 S A.CITY OF RENTON ORDINANCE ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER .SERVICE. HOMCWAL DATUM - OF BE14RIRK�3 WAD 1983/91 (RENTON DATUM) YEM C& DATWM - SAM OF S_EVATfON� NORTH AMERICAN VERTICAL DATUM OF 1988 NAND OB _. CITY OF RENTON BM � MW - FND 4' x 4' CONC LEON IN CASE %/ PUNCHED 3/8' COPPER PLUG ON CENTERLINE OF EbMONDS AVE. WE IN FRONT OF HOUSE NO. 801 ELEV. - 265.08 FEET CALCULATED LAND AREA: ..50,466 f sq. ft. [or 1.156 t Acre]: DFVF: oPET�• CITY OF RENTON MKJimi J. pPoiilE/RF I SMITH aJaA OEPAFLTMENT N)F PU�LLIC WN>F%tKO 9910 6TIi AVENUE N.E - 07 �p f ��!!��!J�� SEATTLE, WA 98115. p - - WATER AND SEVER ER MIKE PRrrnE (206) 544-0212. p� °- PLAN MAPLM.SWRT PLAT BARGHAUSEN CONSULTING; ENGINEERS, INC. AVENUE SOUTH + DA1! 9/2=6/02 HNSn ►A�_ FU No 18215 72ND �.- CHIIK KENT, WA 96032 (425)251 -6222 �aOlIIN1�� (425)251 -6762 FAX Armor® c .HN3t C5 aF 8 SCANNED NAR 2 9 ,sN0� /�f� . W - �p:9eSo 1 ( "J =>'• Go CV m FM SPRINKLER NOTES 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED FOR LOTS 1, 2, 3 WITHIN THIS PUT. 2. THE DEVELOPER MUST VERIFY THE MINIMUM SIZE OF THE DOMESTIC WATER, METER 'TO EACH LOT WITH A FIRE SPRINKLER DESIGNER PRIOR TO THE INSTALLATION OF THE WATER SERVICE STUB AND METER. .3. A SEPARATE FIRE SPRINKLER PLAN MUST BE SUBMRTED TO ROM FIRE DEPAKDAWr FOR REVIEW AND PERMITTING PRIOR TO INSTALLATION OF THE SPRINKLER SYSTEM. A B1pffLOW PREVENTION DEVICE DOUBLE CHECK VALVE ASSEMBLY IS REQUIRED FOR EACH BUILDING. U71L" X -NCI lttFOF>wRlAT10Pk T/P 6' SEIYFR=154.9 E 4• MATER =156.2 O TIP e' 55=156.5 12' SD- 159.43 4O TIP 4' WATER - 157.33 IE 12' SD-159.5 SO T/P W SS =167.86 IE 8• SO-169-3 TIP 8' SDE SEWER =156.73 E 4 WATER SEWS Q T/P 8' SIDE- SEWER-1168.81 IE 12' SD -170.0 T/P 6' SIDE SEWER =16920 IE 4' WATER -176.0 SURVEYOR'S NOTES PACIFIC NORTHWEST TITLE INSURANCE COMPANY. ORDER No.. 456722 DATED NOV. 5. 2001 WAS RELIED UPON FOR TITLE INFORMATION. EASEMENTS Roe. No. 1737713. Roe. No. 5074957, Rec. No. 6e0309OB49 ARE. SHOWN. Rec.No. 9606210966 S A.CITY OF RENTON ORDINANCE ESTABLISHING AN ASSESSMENT DISTRICT FOR SANITARY SEWER .SERVICE. HOMCWAL DATUM - OF BE14RIRK�3 WAD 1983/91 (RENTON DATUM) YEM C& DATWM - SAM OF S_EVATfON� NORTH AMERICAN VERTICAL DATUM OF 1988 NAND OB _. CITY OF RENTON BM � MW - FND 4' x 4' CONC LEON IN CASE %/ PUNCHED 3/8' COPPER PLUG ON CENTERLINE OF EbMONDS AVE. WE IN FRONT OF HOUSE NO. 801 ELEV. - 265.08 FEET CALCULATED LAND AREA: ..50,466 f sq. ft. [or 1.156 t Acre]: DFVF: oPET�• CITY OF RENTON MKJimi J. pPoiilE/RF I SMITH aJaA OEPAFLTMENT N)F PU�LLIC WN>F%tKO 9910 6TIi AVENUE N.E - 07 �p f ��!!��!J�� SEATTLE, WA 98115. p - - WATER AND SEVER ER MIKE PRrrnE (206) 544-0212. p� °- PLAN MAPLM.SWRT PLAT BARGHAUSEN CONSULTING; ENGINEERS, INC. AVENUE SOUTH + DA1! 9/2=6/02 HNSn ►A�_ FU No 18215 72ND �.- CHIIK KENT, WA 96032 (425)251 -6222 �aOlIIN1�� (425)251 -6762 FAX Armor® c .HN3t C5 aF 8 SCANNED NAR 2 9 ,sN0� /�f� . W - �p:9eSo 1 ( "J =>'• Go CV m Go CV m