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HomeMy WebLinkAboutS-338803LEGEND: N CATCH BASIN, TYPE 1 0 CATCH BASIN, TYPE 2 STORM CLEANOUT a STORM DRAIN LINE Ewl WATER QUALITY VAULT 40 SANITARY SEWER CLEANOUT • SANITARY SEWER MANHOLE s e GREASE INTERCEPTOR H WATER VALVE ® WATER METER A FIRE HYDRANT .• POST INDICATOR VALVE W/ BLOWOFF POST INDICATOR VALVE W/ CAP 30 A FIRE DEPT CONNECTION DOUBLE CHECK VALVE REDUCER - - - - -- WATER. LINE EASEMENT - - ROW UTILITY TRENCH 20 NOTES: 1. GREASE INTERCEPTORS AND GREASE TRAPS WILL BE INSTALLED BY EACH TENANT UNDER SEPARATE PERMITS AT A LATER DATE AND SHALL BE SIZED ACCORDING TO UPC GUIDELINES. 2:. CONTRACTOR TO VERIFY INVERT ELEVATIONS 1 -,2 WW,6A - acE 1 12 xi0 REDUCER (MJ) OF EXISTING STUBS BEFORE CONSTRUCTION (- SEE'GITY STD ` STA. 15 +22.7, 37' L10" GATE VALVE (MJ J) BEGINS. DETAIL B107.2) i 1 -10' 225' BERT. BEND (MJ) 1 -10 "� FIRE LINE #1 PROFILE 3 1- THRUST BLOCK 1 -10" SPOOL (MJ) T SCALE: HORIZONTAL 1 20' C6.2 _ 3: ALL ON -SITE SEWER WILL BE PRIVATELY STA. 15 +1330, 3345' R 1 -10" VERBCAL CRO (FLxMJ VERTICAL 1'_ 5' , 1 -8" MJ. PLUG t.L,.% (SEE CITY TD. CO - EC71ON DETAIL - 116).- - - 1- THRUST BLOCK ' �i OWNED AND MAINTAINED: % �� X i WATER &SANITARY SEWER #1 PLAN 1 i _ _..- - - ----- -- - - - - -- -- - SCALE: 1 "_ 20' C6_2 ( - -- - - - - -- ---- ------ 1. - - - -- R I , 40 ------ r Z -- - - -- - - 40 SCALE ci 0 10 20 40 40 - I _ _ -_� ._ _ I� - - -- -- - -- 40 - - '' -- -- - -- - -- - - -� ----------- ---- � J I (FEET - ) �) 1 INCH = 20 FT Pf OPOSED GRADE 0 -PIPE q gg 1 - -- i - -- - -- - - - - -- �- - - = - -- I PROFILE SCALE EXISTING SURFACE 30 -- - - ' -- - - - - -- -- 30 5 - crv�ce PROPOSED SURFACE ALONG � � � �_-_ HORIZ' 1 » ZO' OF N LOTH PLACE i VERT.' 1 " =5' 30 -- -- - -- - - 30 FIFE ORM DRAIN ---- 3TA15 +Y1.8 - -- - - - - -- - - - - - I - -_- { 8 CROS�� IE =21. 8' fTRE SERVICE I T - - '- - - - - 1 - -- o - - °- � I 12 -8" GATE VALVE 8 DI v- v - -- -- ---- � A. r+o STA: 15 +26.2 CL ti s yrN STA: 15 +70.5 Q 225' STA. 15 +47 z I a AIR VAC. ASSEMBLY i. / 6" MIN. CLR q VERTICAL___ - ._2= ATER -o -- - -- -i 6" MIN. CLR 12" MIN. CUR. " MIN. CLR o - ®-HIGH "POINT --__. _ U BEND i SER CE { .r v i OAM W/FOAM 10 . D.I. CL 52 - - W/FOAM - - 20 20 �I ° MIN. CLR. � I I ( �- - - - -- 24" STORM DRAIN to cd• STA: 15 +43 I ! 10" WATER LIE PIPE pX" 20 .._STA 14 +78.6--- - --__ -. _ --- . _ - -__ -- -_. 6" MIN. -_ 2 TER _6 MIN CLR - -- - - - -- - - - - -- -` 20 i 12 RAIN LE DER IE =20.75 0 - Z. •01 10 x8" TEE CLR SER CE' - W/FOAM - STAN 16 +14.90 IE =2102 10" GATE VALVE ( W/FOAM CONNECT TO EXISTING - i__ - - -_ -. f STA: 15 +06.45 I 12° WATER STUB - - -- 4 -- - - - - - --- -- -- -- i 10'x8' TEE STA: 15 +19.9 ! STA: 13 +19 STA: 15 +70.5 FIRE SERVICE 2i WATER SERVICE 12" STORM DRAIN 24" STORM DRAIN I Checked for Compliance to City Standards -- - -` -- 10" GATE VALVE -STA: 15 ±22.7 :' f 225' VERTICAL IE =24.54 IE =20.85 �P,QnILL (!Iftw I BEND I ) 1 ------ � WATER & SANITARY SEWER #2 PROFILE 2' - - _ - - -- -`I I � SCALE: HORIZONTAL .1 "= 20' VERTICAL 1' 5', - - - ,. FIRE LINE #2 PROFILE 4 ;_. - - -- -- -- - -- - - - - -- - -- -- i - - - - - -V --A- - -- -.._ - 1- - - - - -i - ---- -.�' -- - - - - -- - - -' SCALE: HORIZONTAL 1 "= 20' 14 +50 15 +00 15 +50 16 +00 16 +50 i7 +00 VERTICAL 1"= 5' 3350 Monte Villa Parkwa THE LANDING � - 1 " =20'- wax. n.p �% THE LANDING Bothell, Washington 98021 -8972 '•� +"' +"•'�•�� °�M� ""11p'� a CITY OF 06f15�07 0o cnae RENTON HARVEST PARTNERS o (426)951 -4800 HCS - - WATER & SEWER PLAN & PROFILE (426)961 -4806 _ _ w[cxm `ri vui. scuE Apeclfiaoom _ , „o, =caa. Planning /Building /Public Works Dept. LOT 1A 01­ . Engin- • surveyors • ienaeoepe Ar hleeots N0. REVISION BY DATE APPR 'p°0E°' s` ""C0R01NCY JAHNININ M"." 0 ra 421 �OLL 2 5 33e'eo3CY�A*+) �N119�U7 L14 �+ '',� < 1 - ! �• 0 DDCVA 8" MINIMUM SEE CANDARD ( DETAIL B -100). FINAL SIZE OF1ODCVA TO 2 -2" WA;EER SERVICES` . - - (SEE LYIY. STD '- USIA. 16+) #5 234' L J) _ / _ - I Z BE DETERMINED BY FIRE SPRINKLER DESIGNER DETAIL B107.2) 1 -8 MJ PLUG `L. Q �4 O 1. Q - - f� 1- THRUSLBLOCK STA. 15 +1244 26.45 -L- f 2 J STA. 14 +804 1835 L 1 -6" BEND - 1 -8" MJ PLUG i� STA. 16 +09.8, 18.45'`_ 1- THRUST BLOCK 1 -8" 45' BIND (RJ) - PIV FDC - 1- THRUST BLOCK UST BLOCK K V W _ PIV FDC l 7 - - - - - - - - - 31 LF '01 , qL 52 FIRE NE - 52 72 . LF 8'D.7. CL 52 ° 36LF 8" SS: 2. - / 29 _ [F1 - - - D.I. CL 52 15+ +00 .� _ -_ _ a - - - _- - / 17 0017, - STA. -14 +75 0. L - I 1- 10 "x8" 1EE(FC) -188 tF R)' 52 - /n� u -I V�j l P 1 -10" FLxMJ ADAPTOR Q§ 2 1 -10" GATE VALVE (FLxMJ) I- ' --- -- m 45' BEND (FL) I N. I STA. 15 +1250, 18.15' L 1 -8" CROSS vA, L'DE (FL J) 1- THRUST B5 CK L ' 1 -8' FLxk At7 T STA. 15 +84.7, :14.5' R / - STA. 15+06.A 15.75' R 3-8" GATE VALYES_(F_LAJ)J j 1 72 AIR VAC ASSY. 1- FIRE _HMR4NT ASSEMBLY PIV 1 -10° G 7"ALVE (FLrMJ STA. 15+26.$ 32' L TA. 16 +14 90 6.80' REMOVE EXIST PLUG R & 8L0?Xw & CONNEC TO 1 -10" FLxMJ AD, 1 -10" 225' VERT. BEND (MJ) FOC 1- THRUST BLOCK w 1p° STUB AS SHOWN ON CITY 0 RENTON I PROVEMENT PLANS 14 +50 LEGEND: N CATCH BASIN, TYPE 1 0 CATCH BASIN, TYPE 2 STORM CLEANOUT a STORM DRAIN LINE Ewl WATER QUALITY VAULT 40 SANITARY SEWER CLEANOUT • SANITARY SEWER MANHOLE s e GREASE INTERCEPTOR H WATER VALVE ® WATER METER A FIRE HYDRANT .• POST INDICATOR VALVE W/ BLOWOFF POST INDICATOR VALVE W/ CAP 30 A FIRE DEPT CONNECTION DOUBLE CHECK VALVE REDUCER - - - - -- WATER. LINE EASEMENT - - ROW UTILITY TRENCH 20 NOTES: 1. GREASE INTERCEPTORS AND GREASE TRAPS WILL BE INSTALLED BY EACH TENANT UNDER SEPARATE PERMITS AT A LATER DATE AND SHALL BE SIZED ACCORDING TO UPC GUIDELINES. 2:. CONTRACTOR TO VERIFY INVERT ELEVATIONS 1 -,2 WW,6A - acE 1 12 xi0 REDUCER (MJ) OF EXISTING STUBS BEFORE CONSTRUCTION (- SEE'GITY STD ` STA. 15 +22.7, 37' L10" GATE VALVE (MJ J) BEGINS. DETAIL B107.2) i 1 -10' 225' BERT. BEND (MJ) 1 -10 "� FIRE LINE #1 PROFILE 3 1- THRUST BLOCK 1 -10" SPOOL (MJ) T SCALE: HORIZONTAL 1 20' C6.2 _ 3: ALL ON -SITE SEWER WILL BE PRIVATELY STA. 15 +1330, 3345' R 1 -10" VERBCAL CRO (FLxMJ VERTICAL 1'_ 5' , 1 -8" MJ. PLUG t.L,.% (SEE CITY TD. CO - EC71ON DETAIL - 116).- - - 1- THRUST BLOCK ' �i OWNED AND MAINTAINED: % �� X i WATER &SANITARY SEWER #1 PLAN 1 i _ _..- - - ----- -- - - - - -- -- - SCALE: 1 "_ 20' C6_2 ( - -- - - - - -- ---- ------ 1. - - - -- R I , 40 ------ r Z -- - - -- - - 40 SCALE ci 0 10 20 40 40 - I _ _ -_� ._ _ I� - - -- -- - -- 40 - - '' -- -- - -- - -- - - -� ----------- ---- � J I (FEET - ) �) 1 INCH = 20 FT Pf OPOSED GRADE 0 -PIPE q gg 1 - -- i - -- - -- - - - - -- �- - - = - -- I PROFILE SCALE EXISTING SURFACE 30 -- - - ' -- - - - - -- -- 30 5 - crv�ce PROPOSED SURFACE ALONG � � � �_-_ HORIZ' 1 » ZO' OF N LOTH PLACE i VERT.' 1 " =5' 30 -- -- - -- - - 30 FIFE ORM DRAIN ---- 3TA15 +Y1.8 - -- - - - - -- - - - - - I - -_- { 8 CROS�� IE =21. 8' fTRE SERVICE I T - - '- - - - - 1 - -- o - - °- � I 12 -8" GATE VALVE 8 DI v- v - -- -- ---- � A. r+o STA: 15 +26.2 CL ti s yrN STA: 15 +70.5 Q 225' STA. 15 +47 z I a AIR VAC. ASSEMBLY i. / 6" MIN. CLR q VERTICAL___ - ._2= ATER -o -- - -- -i 6" MIN. CLR 12" MIN. CUR. " MIN. CLR o - ®-HIGH "POINT --__. _ U BEND i SER CE { .r v i OAM W/FOAM 10 . D.I. CL 52 - - W/FOAM - - 20 20 �I ° MIN. CLR. � I I ( �- - - - -- 24" STORM DRAIN to cd• STA: 15 +43 I ! 10" WATER LIE PIPE pX" 20 .._STA 14 +78.6--- - --__ -. _ --- . _ - -__ -- -_. 6" MIN. -_ 2 TER _6 MIN CLR - -- - - - -- - - - - -- -` 20 i 12 RAIN LE DER IE =20.75 0 - Z. •01 10 x8" TEE CLR SER CE' - W/FOAM - STAN 16 +14.90 IE =2102 10" GATE VALVE ( W/FOAM CONNECT TO EXISTING - i__ - - -_ -. f STA: 15 +06.45 I 12° WATER STUB - - -- 4 -- - - - - - --- -- -- -- i 10'x8' TEE STA: 15 +19.9 ! STA: 13 +19 STA: 15 +70.5 FIRE SERVICE 2i WATER SERVICE 12" STORM DRAIN 24" STORM DRAIN I Checked for Compliance to City Standards -- - -` -- 10" GATE VALVE -STA: 15 ±22.7 :' f 225' VERTICAL IE =24.54 IE =20.85 �P,QnILL (!Iftw I BEND I ) 1 ------ � WATER & SANITARY SEWER #2 PROFILE 2' - - _ - - -- -`I I � SCALE: HORIZONTAL .1 "= 20' VERTICAL 1' 5', - - - ,. FIRE LINE #2 PROFILE 4 ;_. - - -- -- -- - -- - - - - -- - -- -- i - - - - - -V --A- - -- -.._ - 1- - - - - -i - ---- -.�' -- - - - - -- - - -' SCALE: HORIZONTAL 1 "= 20' 14 +50 15 +00 15 +50 16 +00 16 +50 i7 +00 VERTICAL 1"= 5' 3350 Monte Villa Parkwa THE LANDING � - 1 " =20'- wax. n.p �% THE LANDING Bothell, Washington 98021 -8972 '•� +"' +"•'�•�� °�M� ""11p'� a CITY OF 06f15�07 0o cnae RENTON HARVEST PARTNERS o (426)951 -4800 HCS - - WATER & SEWER PLAN & PROFILE (426)961 -4806 _ _ w[cxm `ri vui. scuE Apeclfiaoom _ , „o, =caa. Planning /Building /Public Works Dept. LOT 1A 01­ . Engin- • surveyors • ienaeoepe Ar hleeots N0. REVISION BY DATE APPR 'p°0E°' s` ""C0R01NCY JAHNININ M"." 0 ra 421 �OLL 2 5 33e'eo3CY�A*+) �N119�U7