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HomeMy WebLinkAboutzS-3096SetWATER AND SEWER EXTENSION PLAN ~ 8 W 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. I + suNSEr elvD. N.E RENTON,` WASHINGTON N I REMOVE EXISTING WATER METER AND SERVICE CL . ,_ LINE TO MAIN. NEW METER' SERVING I. HOUSE. ON LOT 4 SHALL BE INSTALLED IN APPROPRIATE LOCATION SHOWN. CONNECT NEW ME7R TO CL m . EXISTING HOUSE USING f' COPPER PER = C, 0 15 30 60 z ; DRAWING BR41'. DURING R04D ;*15TR&TION, A TEMPORARY METER AND SERVICE LINE SHALL BE r; J I PROVIDED OUTSIDE ROADWAY TO PROVIDE WATER SERVICE TO EXISTING HOUSE. '�.Z S Cr; RR1v 'SZ ;s I v . fC=%� � �,✓ / �C r a r, E 1 *' 6` CONi' E i51 < < ^t L 150 -"'j y / ,._ 7 5cE .i%fi', .tN 1-ti_u / G,'J } C H;- o - _ 8° CON( x '50.69 a- I _ i G` r O L l i �' - - r,' W; ..V C. OP 'APPROX. LOCATION OF _ ?E 6 C" N- 1'50.'`.7 I / �" 1 t IX 6' SIDE SEWER _0 _ 12 LF 8 52-i- L ', ,.T' I �� _ TO LOT /4 - - -- - CL q 7 IF B? D.I. -- �j,j ' Ct%Sit -tsa— i � I. y� _ _ ,_��i-�...•- �--_�� r" � r v r .� J QjF( W. le 4' G^,Nu 755.50.. - _ _ _ •" .ti; -�_ - -- `r `i -- - - -- - /° m Sill 11 +53.48. NE 6TH CT.) -`"-� : r a. r - 7 -- -'t ---- -- - - -- - o =.SEA 10 +00: (NEW BWNF/CT. N 1 �S k. .GAR' `BIOSWALE ' •/' t i '`�. ;. :,Y? �E I i.. `. 1 MIN FF i/- \ 6' SIDE INSTALL 1 ; ATER METER —r— 75EWERSfU6., (TYP•) ANDS LINE ,S� SPRINK ' NOTE�`Tr71S co // �hx �' , 4 -' SHEET STL PRESSURE DEj• 3 "� �� -, , x I �-i2EDu VALVES PER But Lf, I F IE 120.76 CIN', `1 BR45. Px oil, A— �ar11r� WATERMAIN FITTING DATA: Ol STA 11 +33 (NE BTH LT.), ON It O STA. 11 +32.19, 4.10' RT. FIELD LOCATE IX. 8' WATERMNN INSTALL' i- 4'11}' BEND (MJ) AND INSTALL WET TAP WITH: 1- 8'x8' WET TAPPING TEE (MJxFL) CONCRETE THRUST' BLOCKING 1 -8' GATE VALVE (FLxMJ) OS STA. 11 +84.23, 5.41' RT. CONCRETE THRUST BLOCKMC INSTALL- 02 STA 10 +05.62, 15.18' LT. 1- 4'x11} BEND (M.i) INSTALL' CONCRETE THRUST. BLOCKING 1 -8'x11 ' BEND (MJ) ©. BALL CONCRETE THRUST BLOCKING ST.1 12 +21.58; 5.40' RT. O3 STA. 10 +15.41, 9.06' LT. (BLAINE STA. EXTENDED 5.0'. RIGHT) 1 -4' D.I. CAP (MJ) INSTALL: 1 -FIRE HYD. ASSY. (MJ) 1 -2'. PERMANENT: BLOW -OFF ASSY. 1- 8'x6'. TEE (MJxFL). 2 -4' PLUGS (MJ) 1 6' GATE VALVE (FLxMU) 1 -4'x4' VERTICAL CROSS (MJxMJ) 19 LF 6' D.I. 1- 8'x4' REDUCER (FL) (FOR POLY-PIGGING) CONCRETE THRUST BLOCKING 1 -4' GATE VALVE :(FLxMJ) , /.AND SERVICE LINE '.',SEE o. t }; 7 - :7 _ SPRINKI'�R,. NOTES., THIS �O °' ,' , i u i SHEET' INSTALL PRESSURE m E:y 3 - i °, (.,I �.�-� / r - ) REDUCING VALVES'PER: - c�cdelyl.�p �rs ._ t ® 4 i � mow.; ,. CrrY'DETAIL BR45. a 7rff11�11�1�Gf7 NOTES: o � G — _ �. t ' f� ".7,� ` .: j `-rF KL 1. A RESIDENTIAL FIRE SPRINKLER '�YS'IEM' IS '� REQUIRED FOR MHy W ` s ,MIN FF 176.0 LOTS 1.. 2. 3 WITHIN THIS PLAT -.. N 2 / DOMESTIC WATER TO EAGN LOT 2. THE DEVELOPER MUST VERIFY THE MINIMUM V RETAKING I i �,.. • WITHH ARFIREF THE o WALL r POTHOLE, VERIFY.�IXISRNG LOCA110N— . <6 SPRINKLER DESIGNER PRIOR TO`THE INSTALLATION OF THE ' " IE= 171:96 WATER'.SERNCE STUB AND METER. m _ AND ELEVATION OF 6' SEWER SUB PRIOR ) ! TO ANY SEWER CONSTRUCTION INCLUDING I i �6 °'-.�„ 4 q4j INSTALLA71ON:OF NEW MANHOLE ( �` _ . 6 3. A SEPARATE FIRE SPRINKLER PIAI MUST. BE SUBMITTEDc - TO RENTON FIRE DEPARTMENT FOR REVIEW: AND PERMITTING'. o IE OF EXISTING STUB IS: APPROX. 15114 _ -- -� - - � / FUTURE a WITH A LENGTH OF APPROX. 97,' FROM THE / - - -�1 L j PRIOR TO INSTALLATION OF THE, SYSTEM. A ' E'1 EXISTING MANHOLE 0 THE INTERSECTION MIN. FFv165.0 r.. HOUSE TO BACKFLAW. PREVENTION DEVICE DOUBLE' CHECK. VALVE OF NE 6TH ST AND BLAINE CT NF _- 178 ' ' „+, V +� BE SPRINKLERED ASSEMBLY IS REQUIRED FOR EACH BUILDING. ' / INSTALL ' WATER METER AND -. - - - 4 �+ r PROX., LOCATION OF �� SERVICE LINH�'WRE -- - Q" IX. 6' SAN. SEWER 0 2.0% - - --, i REDUCING VALVES IN ACCORDANCE 182 - - -:- - -- - ,' r r 3 F ; WITH CITY DETAIL BR45 (TYP.). .. - EL x7Vfl�G I.VfI �7 1°IV 1 G�7. 7 PACIFIC NORTHWEST TITLE INSURANCE COMPANY ORDER No. 456722 m DATED NOV. 5, 2001 WAS RELIED UPON FOR (TITLE INFORMATION. o - EASEMENTS Roc. No. 1737713, Roe. No. 5074957, Roe. No. 8803090649 < EXISTING 8' D.I. WATERLINE .EXISTING 8' D.I. WATER LINE ARE SHOWN. Roc. No. 9606210966 IS A CITY OF:RENTON ORDINANCE - H ESTABLISHING AN DISTRICT FOR �AFIITARY SEWER SERVICE. HONOWAL DATUM BASIS th= BEAF&M 3 m _ NAD 1983 /91 (RENTON ;DATUM) NEW 8' D.I. WATER LINE NEW 8' D.I. WATER LINE VEFiT�CAL DATUM —BASIS OF ELEVATION NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD: 88 �- r•.;,•• e o D 4' x 44'' OCONC MOP IN CASE: W/ PUNCHED 3/8' 0. C~.T I COPPER PLUG ON CENTERLINE OF EDMONDS AVE. NE ' m INSERT CLEANING 'POLY -PIG' IN E FRONT OF HOUSE NO. 801 ELEV. - 285.OtI FEET o - � 8k8'..,VERTICAL.CROSS�(MJxFL) REMOVE TEMP. TESTING, BLOW OFF do CONNECT v to 2 -8' BLIND FLANGES (ONE W/ WITH 1- 8'SLEEVE (MJ) R 8' D.I. SPOOLS AS REQUIRED 50,466 sLA. (o 1.158 ± Acro] zd W 2' TAP k 2' PLUG) j z 1 -8' PLUG (MJ) W/ 2' TAP ak 2' BLOW -OFF EXISTING e' D.I. DEVELOPER CITY OF RENTON o WET TAP. (BY CRY FORCES), MP RECOA�dBD� FOR AFPi;OVAL N 0 0 TEMP. BLOCK TO �i EXISTING' 8' TER -LINE MENT OP PUBLIC WORKS r .�i D.I. WATER LINE BRA" WET TAPPING TEE 1(MJxFL) W/ CONC:. BLOCK.. MICHAEL J. PRTI'TIE/ROBERT SMITH �� �EPAFIT..,,..1 o: 1-8' GATE VALVE gyp\. P.GRV 8910 BTH.AVENUE N.E �C9 �� I ,- g g . F'. S A SEATTLE,: WA 96115 WATER 2-8"1 RO-MAC TRANSITION COUPLINGS 0 H� 7,�.,ATER AND SEWER O By: Date: MIKE PRTTTIE (205)'544-0212, g (6 o.L TO e''D.I.) o m �?, EXTENSION ('LAN z TEMP: BLOCK" r z _ SHORTIPLAT m ei S 8 1�%IG6� Dater— p MAPIETON 2 : O TESTING :DETAIL FINAL CONNECTION DETAIL CONSULTING 75 p 4� !, BARGHAUSEN TING ENGINEERS. INC. o DEBIONED -. oA1E 9/26/02 FL.E No. 7 Date G SCD !S.TEANG��4, Ary 18215� 72ND 980352 NUT:; SOUTH sG< EP9` onwwr7 ...,. lJ:l H CiONNECiTIONI AT N.E. s.�l fl CT. By: / '�_ NA L: E �:1, i:, (425)251-6222 TCMG EN% \N ,: aca.e 1 — .. :w M N ) 1' E CFECK® 2O FiEiD BOOK z O. 7 w �2 +��V O By: _ Ai'PflOVED �•. rA 81 z. Date - o,EOrow Po�,o ,�oa.: sl+[fr W of 8��r :Q 1 Ai � w � � XPIRES 6 -to -03 (425)251.8782 FAX SCANNED MAR', 2 6 2003 4A j a !ti v c f 16 Li 1 8 F F% 719 - ° `iE= 76950 .erg EXISTING- BUILDING; MIN. r OF ALL TRENCH RESTORATION' SM/LN.L BE PER 11iE CURRENT CIT•�' °.. RENTO TRENCH RESTORATION AND STREET,OVERLAY DETAIL MIN FF =1.76:0 STALL 1" WATER METER AND SERVICE LINE SEE F SPRINKLNOTES, THIS SHEET INSTALPRESSURE / REDUCING VALVES PER CITY DETAIL BR45. / /_ l�� \ FUTURE-, MIN. � 184.0 i' V Yom- -- RIWLERE_D L EL x7Vfl�G I.VfI �7 1°IV 1 G�7. 7 PACIFIC NORTHWEST TITLE INSURANCE COMPANY ORDER No. 456722 m DATED NOV. 5, 2001 WAS RELIED UPON FOR (TITLE INFORMATION. o - EASEMENTS Roc. No. 1737713, Roe. No. 5074957, Roe. No. 8803090649 < EXISTING 8' D.I. WATERLINE .EXISTING 8' D.I. WATER LINE ARE SHOWN. Roc. No. 9606210966 IS A CITY OF:RENTON ORDINANCE - H ESTABLISHING AN DISTRICT FOR �AFIITARY SEWER SERVICE. HONOWAL DATUM BASIS th= BEAF&M 3 m _ NAD 1983 /91 (RENTON ;DATUM) NEW 8' D.I. WATER LINE NEW 8' D.I. WATER LINE VEFiT�CAL DATUM —BASIS OF ELEVATION NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD: 88 �- r•.;,•• e o D 4' x 44'' OCONC MOP IN CASE: W/ PUNCHED 3/8' 0. C~.T I COPPER PLUG ON CENTERLINE OF EDMONDS AVE. NE ' m INSERT CLEANING 'POLY -PIG' IN E FRONT OF HOUSE NO. 801 ELEV. - 285.OtI FEET o - � 8k8'..,VERTICAL.CROSS�(MJxFL) REMOVE TEMP. TESTING, BLOW OFF do CONNECT v to 2 -8' BLIND FLANGES (ONE W/ WITH 1- 8'SLEEVE (MJ) R 8' D.I. SPOOLS AS REQUIRED 50,466 sLA. (o 1.158 ± Acro] zd W 2' TAP k 2' PLUG) j z 1 -8' PLUG (MJ) W/ 2' TAP ak 2' BLOW -OFF EXISTING e' D.I. DEVELOPER CITY OF RENTON o WET TAP. (BY CRY FORCES), MP RECOA�dBD� FOR AFPi;OVAL N 0 0 TEMP. BLOCK TO �i EXISTING' 8' TER -LINE MENT OP PUBLIC WORKS r .�i D.I. WATER LINE BRA" WET TAPPING TEE 1(MJxFL) W/ CONC:. BLOCK.. MICHAEL J. PRTI'TIE/ROBERT SMITH �� �EPAFIT..,,..1 o: 1-8' GATE VALVE gyp\. P.GRV 8910 BTH.AVENUE N.E �C9 �� I ,- g g . F'. S A SEATTLE,: WA 96115 WATER 2-8"1 RO-MAC TRANSITION COUPLINGS 0 H� 7,�.,ATER AND SEWER O By: Date: MIKE PRTTTIE (205)'544-0212, g (6 o.L TO e''D.I.) o m �?, EXTENSION ('LAN z TEMP: BLOCK" r z _ SHORTIPLAT m ei S 8 1�%IG6� Dater— p MAPIETON 2 : O TESTING :DETAIL FINAL CONNECTION DETAIL CONSULTING 75 p 4� !, BARGHAUSEN TING ENGINEERS. INC. o DEBIONED -. oA1E 9/26/02 FL.E No. 7 Date G SCD !S.TEANG��4, Ary 18215� 72ND 980352 NUT:; SOUTH sG< EP9` onwwr7 ...,. lJ:l H CiONNECiTIONI AT N.E. s.�l fl CT. By: / '�_ NA L: E �:1, i:, (425)251-6222 TCMG EN% \N ,: aca.e 1 — .. :w M N ) 1' E CFECK® 2O FiEiD BOOK z O. 7 w �2 +��V O By: _ Ai'PflOVED �•. rA 81 z. Date - o,EOrow Po�,o ,�oa.: sl+[fr W of 8��r :Q 1 Ai � w � � XPIRES 6 -to -03 (425)251.8782 FAX SCANNED MAR', 2 6 2003 4A j a !ti v c f 16 Li 1 8 F F% 719 - 30 N 5 0 Z m O Llj U 00 0; IO � I 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 IF I V) N I n EL I >c W z Q mz 3w uo a o a o ao 3 �z a e-4 w a' Li G' a v O. c d aP o � 5� imil Mon WATER AND SEWER EXTENSION PROFILE 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. RENTON, WASHINGTON _..........._ ................ ....._......_.................. — -- — — -- ------------- ......................... ..........................._..............__....:...::...:..:..:.:..... ....................:.......... _.........., . ... .. ...:.........:. ........ i....- ... -.. -.- ... i...:... 11.i.7D.. ..... :.........:...-...-.: . ........:......... ....... ...... ... . .. .......... . ... ... ..... .. . ..... ........ .. . :.... ....... .. .. n$ i- - i: xLV :..- ..:.... .. ...i ...... .. .... ..'W. ....... :::...: _........ _ :.............__...:._...... - -- ......... .... .. 6-3 Ififf :.. -.1�. .... ..:... :.........:.. . .�... .. •E 3 MIN'` F(rl: ELEV � 159 75 .. ... ... :. :.© AD- = 3205 ....... .. � ® , SCALE HORIZONTAL 7• =20' VERTICAL 1• =5' SCALE: HORIZONTAL _1� -20' VERTICAL 9' °5' A Z Z Z R K O D O CITY OF RENTON REGOA19uENDECI FOR APPFiDNAL PL Q GRU �1�� j, p�p� SMITH ly oEPeaRr�ieEnrr e'er Pusuc e6voF31es F XAS 6e SEATTLE, WA 96115 WATER AND SEWER w � SQ 8y. Date: lE, 0 y yl MIKE PRIME (206) 5M -0212 w !� �;,] EXTENSION IIAPIEION 9M PLAT o Date: h spa ul - . 'S y 23975 % ,Q BARGHAUSEN. CONSULTING ENGINEERS, INC. 1 : °�® pA� IME KIM a: m '"F F�ISt1.0.E .1E' 16215 72ND AVENUE SOUTH, • 0• "MWN n n ' o �= Dale �sAL E�G� KENT. 4251- 27!N61� al a® 6CA1E P✓dD6�L -�Atg_ M1P rs L. z wowo0 �' °l ®x By Dote EXPIRES 6 10 03 1 6762 FAX A�no� . C6 8 SCANNED MAR 2 9 -AWO ,., /c}I3 ; w o �• ° �'_ 3� 96s tr �'ac„ pW : Lai, ai, Ri LL 19 .31: R CID N z O V ........................ ...... .............. .:... :. . ... / X75 .. c ................. ........ .. .: GRADE .0 o- _ ................ I:. ._ : . :..... .. .... .:' i NOTE: FLL AND CDMPACr THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR �•/j��7`� THE WATER MAIN NSTALLATION, ----- ... --- -. .-� l .. / .. .. ... ............ :.... .... .......... ...... . ............... ...: ........ n ...... .... ... - ........... ........... ...:.......... ...:...... ....�..... .. .. p. - ..: . ... .......:.L ... - ........ ......:... :. - ...: .. ..:�: ... .. ..... .. -: ':= ....:.STR.1 +50.00500.Li I --. ..... :: . ..... �.. kIM 1 6.3 _r IE N 966 26 (6•• N) ` ... OUT�166.16, '(6' .:.. . . . . .. ....... .:....: .. .. . ..... .......... :.................... .. ....... .... :.:::'. ::::: .. ..... tb5 . :..... ::: -: ... ... .... ... ............... ...... .. .. . MATCH EX. .... .. ... 6 2i ... ::: .. .. ..ALDNG SS RUNNEE .. . ' 6CANE COURT: m ..OURBUNE <� . :RI1Cp6S G GItAD�. 1� - SSMH 4 T�'PE 1 46 - : `: ALONG 55.LNE. ... .....:.... .... .. .. .' .... .......,. ...... .. - . , STR. 12 +06;06: 6.D0, LT.. ' . ...... .... .. .. : .. ... .. . - , ... �.... ..... . - . ..:. ................ - . . :. :.... ...: .... ' ---. ... .- -- ......' ;.... - 1761F -6' .. ... ; SfR: 70+58•_60. 5.00Li.. ......>/..t;OD>< 10. SSMF7' 1 .-: ' . . ...... ....... . 1.. , T�TA. :162 -i� ..i. -, ...... ---- -- --- -------. .... -:::. ..,'.:::RIM =179:64:.;. - : - - : - - -, jE r6bsp' -(s N w Nei _ :.. :. .:. ... ...IE OUT= 166;60 (6 �S) .............................. ............... ............... .. .._ ALAI E CT I .E. ; ......... i- - ..... .. .. -------------- :......... .. ... .. .. i,... .. i . �.... .. ....... - - - - ..::::: 1.� ; - - - -- :.......... ... - -- ....... ...... = .. .... :. ........:......... .: is ................. _- :............. ..: ` .:...... ....... ..... ................ ..... .. ..... ... ....... ................ . ... . i- :.:..:.:..:. ............... ........................... ..... .. ....... .. .. .. .. .. ..... . ....... ....... ... ... .. .. .. E E P7lC-O- 1:OOx70.�SSMH:)1: ............... .. ... ...... : _ c SCALE HORIZONTAL 7• =20' VERTICAL 1• =5' SCALE: HORIZONTAL _1� -20' VERTICAL 9' °5' A Z Z Z R K O D O CITY OF RENTON REGOA19uENDECI FOR APPFiDNAL PL Q GRU �1�� j, p�p� SMITH ly oEPeaRr�ieEnrr e'er Pusuc e6voF31es F XAS 6e SEATTLE, WA 96115 WATER AND SEWER w � SQ 8y. Date: lE, 0 y yl MIKE PRIME (206) 5M -0212 w !� �;,] EXTENSION IIAPIEION 9M PLAT o Date: h spa ul - . 'S y 23975 % ,Q BARGHAUSEN. CONSULTING ENGINEERS, INC. 1 : °�® pA� IME KIM a: m '"F F�ISt1.0.E .1E' 16215 72ND AVENUE SOUTH, • 0• "MWN n n ' o �= Dale �sAL E�G� KENT. 4251- 27!N61� al a® 6CA1E P✓dD6�L -�Atg_ M1P rs L. z wowo0 �' °l ®x By Dote EXPIRES 6 10 03 1 6762 FAX A�no� . C6 8 SCANNED MAR 2 9 -AWO ,., /c}I3 ; w o �• ° �'_ 3� 96s tr �'ac„ pW : Lai, ai, Ri LL 19 .31: R CID N z O V