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HomeMy WebLinkAboutS-333303to Q 0 H i ion o �r o I � ° °�a W Y V) I 1 CL w Q Ld W Q w J U to 0 n L o � �o� o ¢� Z -1 Z Z 0- J .. Q U< D �- 6�o �L4 0 r U Z = Z O N Z Z U 61 job w Z �. 0 � w Z N 51 w J U N U Q t z 2° .,.,,.--.---.---. ..- ..- ...- .-- .-- .--- ..- .._..... .... - - ..-..._ .....,,.N..- ................... 7 z .2 ON SHEET 0z ETER O Q O LAND COCRDINATE WITH M . N of ZD � _, -..... ,.. - - Z W ------------------------------ - - - - -- .....- ._......................, .._ 0] 0 1. - -- - - .._., _ 1 2 1 - - - - -- -- _,.__.,.,, ........ __.. 1 w w T6.. X11 tL- -IFE_. __ 16 GATE VAL . -....._., ..-._...,__. 16 SLEEVES 10 GATE VA _. � _,,,..,.,.. - .. _..... 10� SLEEVE (MJ FLxMJ` _ ( ......_- .J....... - J FLxMJ __.. _...._ -- - ,._____.,._. - _. Q Z ° z 3 ry w Q Ld W Q w J U to 0 n L o � �o� o ¢� Z -1 Z Z 0- J .. Q U< D �- 6�o �L4 0 r U Z = Z O N Z Z U 61 job w Z �. 0 � w Z N 51 w J U N z 0 w w FIRE SUPPLY S ERVICE, P.O.C. &- SIZE REQUIRED TO BE DETERMINED BY SPRINKLER S�STEM DESIGNER N:IDZZIV.1Z t:1Zy /NUD.D. SSCO #2 RIM =49.28 IE =44.93 1OLF -6" PVC SDR35 0 2.009 N:182269.61 E:1297909.32 SSCO #1, RIM= 49.40, IE =45.13 1000 GALLON GREASE INTERCEPTOR, UTILITY VAULT MODEL #4484 -GA 12LF -6" PVC SDR35 0 2.01 EX. SSMH (CTR STUCTURE) TOP 48.7 f CTR CHANNEL 44.48 8" CONC. ( -E) 8" CONC. ( -W) 6" CONC ( -SW) E:1297933.32 SSCO #3 RIM =49.40 IE= 44.70 49 I BUILDING el FF= 49.50 ° ma 11 i @l 01 ®ottmm., = ° o a ° OMESTIC WATER ERVIC 2° .,.,,.--.---.---. ..- ..- ...- .-- .-- .--- ..- .._..... .... - - ..-..._ .....,,.N..- ................... TD. PLAN BR1 .2 ON SHEET C3.4, LOCATS ETER BO IN LANDSCAPE LAND COCRDINATE WITH M HANI( .. _._ _ _.. _..._ DINT OF CONN _, -..... ,.. - - 0 0 00 ------------------------------ - - - - -- .....- ._......................, .._ 152 1. - -- - - .._., _ 1 2 1 - - - - -- -- _,.__.,.,, ........ __.. 1 w w T6.. X11 tL- -IFE_. __ 16 GATE VAL . -....._., ..-._...,__. 16 SLEEVES 10 GATE VA _. � _,,,..,.,.. - .. _..... 10� SLEEVE (MJ FLxMJ` _ ( ......_- .J....... - J FLxMJ __.. _...._ -- - ,._____.,._. - _. w Z ° z 3 U o K 50 ......, ..... __ _..,.1 1-100 S Ely -GONG: --THRU � vl .,.,_.. -- ----- -...._ _ _ ---- - - - - -- w a a -- --- ______.,___...__........_ - -- -_ -. -- .._..____._ ___.__.......... - - - - -- -------------- _... - - -- -- � - - - -- -- __ __._...._..__ _ - -- - ._..__---- ___--- _... -_._ _---- -..._. ____ __ ___ - - _ _ __ _ - - - -- .., - -_...- ...,..._......_...............- --------------------------------- .._..._ _ _________ __ __ __ r CD ....... - - -- --- - - - - -- __ - - ---------------- ._._.._._- - - ._.. _.... -... - - -- -- - ._..... _ -_ - - -- . -C TY, -- . -- .. l�f OF RENTON- . . ..: -PROVIDE CU M ..,_:_.. _._..........._ ..W TY, .._.R . . CI-0F ENTO CONN C110N C ......,, E...,..,.- ..__...... -WILL-PROVIDE-1 NTRACTOR SHA .. ',UT--IN ------ __----------- - - - - -- COORDINATE _.... _..._... __ .. ------------ --------- -----_ ...._ ...._ _ ..,_ - -- ........_... ... .... __, .._ ......._..__ ..,........._..,_..______.__._ _.__._.,..._ ,._ _,..__._....._ ..... m EXISTING GRAD _._.,,.,._,__- . - .,......__ .___- ___._----------------- _. _..._..._.--------------- _......_..._.:...._... - - - - - -- - - - - - -- - - - - - - -- - .... -- -------------- - ---- - - - - -- - ........- - - -- --- ...._. ,...., ----------------------- _... - , ---- ... - -- _- - - - - - ..._.._ ... _- - ...._.__ _ __ __ __.._...____ _.__..._..._..... _.__.._.,_.._,.._., ._.....__ - _._... - - - - - -- - ........__--- - - - - -- - _ -..... .......... Q 46 .__...._---- .......,__.......------- - -.. ....___ _..- _.�.. - - - -- - -- - - -- ..---- 44 -- ....._....-,.._-_----------_--.-__...._ ................._..-,--_---_--_._......_. _ __ _,__-------------------------- .--------------------------- _ „_ .._......._....._....._.__.._._ _.___------------- - - - - -- C _--__---_..-..----.----..----..-.-- �o I.t.l F- Q DINATE - . DARD...PLAN w __ ______ __ ....._.. WITH THE CITY 6113 ON SHEET RENTON. SEE C3.5 FOR CONK STANDARD PLAN CTION DETAIL �-- x 42 13 ON SHEET .5 FOR CONNEC ON DETAIL PROPOSED _._ ..... --- ... GRADE --------- ............._._._............_.....................-._............... ,,.._......_.,.,,,..-....__..-_.__.-..._..-...-..._............_.-._....._....,,.. _ .- ........_.- .._......,...._... .- ...,._...._.... _._........._._ __.- ..- .w.....____........,_... 10 DIP CL. 52 m 40 -.__.._.__._.._............_...,_,.,__... ...,- .,__._- ..........,........ 38 ,,........._....._._..........._ --- ..._..._..._. ----- _......._._.... .... _. ._......_...._._.. ---- _ ----- .._ .._ - -- -- - - -- - - - 36 z 0 w w FIRE SUPPLY S ERVICE, P.O.C. &- SIZE REQUIRED TO BE DETERMINED BY SPRINKLER S�STEM DESIGNER N:IDZZIV.1Z t:1Zy /NUD.D. SSCO #2 RIM =49.28 IE =44.93 1OLF -6" PVC SDR35 0 2.009 N:182269.61 E:1297909.32 SSCO #1, RIM= 49.40, IE =45.13 1000 GALLON GREASE INTERCEPTOR, UTILITY VAULT MODEL #4484 -GA 12LF -6" PVC SDR35 0 2.01 EX. SSMH (CTR STUCTURE) TOP 48.7 f CTR CHANNEL 44.48 8" CONC. ( -E) 8" CONC. ( -W) 6" CONC ( -SW) E:1297933.32 SSCO #3 RIM =49.40 IE= 44.70 49 I BUILDING el FF= 49.50 ° ma 11 i @l 01 ®ottmm., = ° o a ° OMESTIC WATER ERVIC 2° .,.,,.--.---.---. ..- ..- ...- .-- .-- .--- ..- .._..... .... - - ..-..._ .....,,.N..- ................... TD. PLAN BR1 .2 ON SHEET C3.4, LOCATS ETER BO IN LANDSCAPE LAND COCRDINATE WITH M HANI( .. _._ _ _.. _..._ DINT OF CONN _, -..... ,.. - - 0 0 00 ------------------------------ - - - - -- .....- ._......................, .._ RD RD n7t ,v 1 a o a 4" W EXST. HYDRANT, PROVIDE 5" STORZ FITTING Ek Top 4 °My TYPE n I 81 26 82" CONC IE 43 -96 (/N N CON 41.96 ) 72» CONC �� 47.01 (LINE) ) (our -S) _ -- • • ��,I r ; I I Mw 9 gwwl I i CIO /i ° ■i..l�wl�l�.J t.I1,,i�•!_• STSTEM DESIGN .,' ° 1 P 23 NORTH, RANGE 5 EAST, WILLA COUNTY, WASHINGTON N167130 • � w STA. 2 +26.00. 0.00' RT C J Z3 C C (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE i IN 1 I w x' 1- 10 "x6 *" TEE (MJxFL) h= 2 ft Q -C J S " PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT) PARKING STRUCTURE IFUTUREI� I Q'C l 1 -6* GATE VALVE (FLxMJ) Q �-- S GH E C:O. 0 T FIRE DEPARTMENT 1-CONC. THRUST BLOCK STA. 2 +71.33, 0.00' RT (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE .0 � o N O T OF` AINTER OR CONNECTION C " *SIZE PER SPRINKLER 1 -1 x90' BEND MJ PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT) 0 C - SYSTEM DESIGNER - - - - - 1-CONC. THRUST BLOCK m i O O' 2 IR GATION METER & SACKELOyY -� PREV�TION, SSE IRRIGATION PLAN -*-0 7 -0-0 }' FOR TAILS I N15 °38'20 "W " N U) C Q C 0 0 0 651-F-10" WATER STA. 2 +86.94 0.00' RT cr ..7 _ _ _ 1 -FIRE HYDRANT ASSEMBLY W STA. 2 +06.68 0.00' RT I STA. 2 +86.94, 8.50' RT Z w ( CENTER OF HYDRANT 1 1 -10 "x90' BEND (MJ) O :4Y I SEE STD. PLAN B102 1 -CONC. THRUST BLOCK N R I ON SHEET C3.4 N 111 RD R Q W ° N I BUILDING *3 [FUTURE) U z STA, 5 +51.33 0.00 RT (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE O ° PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT) -� O 4,o 1- RE HYDRANT ASSEMBLY STA. 1 +91.05 0.00' RT I STA. 3 +50.00 0.00' RT PROPOSED 15.00' STA. 5 +51.33, 10.00' LT STA. 5 +65.33 0.00' RT s I I 1 -FIRE HYDRANT ASSEMBLY ,� WATER EASEMENT CENTER OF HYDRANT 'n I 1 -10 GATE VALVE MJ 1 -10 "x90' BEND (MJ) STA. 1 +91.05, 31.85 LT SEE STD. PLAN 8102 D IQ { CENTER OF HYDRANT I , • _ - N 1 -GONG. THRUST BLOCK SEE STD. PLAN 6102 I -- - - -- -- - - - - -- ------- - - - - -- - - - - - -- ON SHEET C3.4_ - - - - -- y o I N o I ON SHEET C3.4 (" " ' .x N15'38 21 W 10" w N I I w o 10"� - w 237LF -10" WATER o I I-- „9 STA. 3 +28.33 0.00' RT ' EX C8 ' I ( 1 -10 "x90' BEND (MJ) a I ro �4 pf � 6 . " 1 -CONC. THRUST BLOCK PROPOSED LOT LINE o k 2VC /E 43 65 Nt3 °40'20'W c o I 24„ C NC /E 435j ��� s) r AL S, I I N20'04 °3W v I I Z I I NOTE lE 24.93 w) W DE ( .) ._; ( o" I STA. 1 +02.68 0.00' RT i 31as' 28.96 ®, o I I END 24" Nor�UNDE) m I ( INTERSECTION W/ ROW x I I z p_ ` I ( j I I EXST. 16" WATER Q 1 EXST. 16" WATER _` `" - - - - - = 2D*W - - - - - - J z L N15 °38 20 w "' - a I- . O Ffll 12 16'° 4 ° W' 16° a „ ° o a aW ° 6�: o ° ° a 16 >, 0 a 16' a ° a W. ° W W 16 1 a W 4„ W 4» 4 Q yy " W 4 a A 4„ r 4" W 4" W 4 y P J n 8 n n „ , .„ " SD 1 SD 12' SD SS2 '/ SD 12 SD 12 SD 12 SD 2 SD 12 ss 8° 3t � SS 8" SS 8„ 1 „g ss 0 00' -R F- - - -- ss 8" 8' ss 8" STA. 6 +17.28 0.0�� RT (J� . " " Ex. ca 1 -16 "x10" TEE FL EXST. HYDRANT °° 1 -16 "x10 TEE (FL) ABANDON EXISTING WATER METERS 8 „ °p 49.4�f l CTR ST w ( ) o " rop 5 p 9 CTR S Z EXST. HYDRANT 1 -18 GATE VALVE FLxMJ /E PROVIDE 5" STORZ " ( ) PER CITY STANDARDS (TYP.) 4859 OGRE 1 -16" GATE VALVE (FLxMJ) PROVIDE 5 STORZ cTR cyANNfcryRe Q FITTING 2 -16 SLEEVES (MJ) EX CB (oyr s) 2 -16 SLEEVES (MJ) FITTING a " pVC (,N 46.29 m EX 1 -10" SLEEVE (MJ) RAINIER ' VE BrOP 4992 Ell CTR SrU 1 -10 SLEEVE (MJ) p�c ( -sj rop s y 1 -CONC. THRUST,BLOCK 12» /F 4673 ( /N, CARE 1 -GONG. THRUST BLOCK CTR Cy 42 I CITY OF RENTON WILL PROVIDE CUT IN a° C/ 4407 (1N N) CITY OF RENTON WILL PROVIDE CUT IN 8 pv0 (NEE[ 43.4g CONNECTION. SEE STD. PLAN B113 ON N15'921 °w 526.43° - 12. IENC lE 4657 /) CONNECTION. SEE STD. PLAN 8113 ON - - p �=€ - SHEET .0 - E0R-CONNECTION DETAIL - - - S)N ---- -" 5-F ETAIL N ADJUST TO GRA Q. CB Top 4 0z 7 PE 1 8' CONC 46.20 (OUT S) I' ._. __. _....., .,...... .,_ ...__..,. ._.. STA. 1 +00.00 O �p .,.,,.--.---.---. ..- ..- ...- .-- .-- .--- ..- .._..... .... - - ..-..._ .....,,.N..- ................... N _ __ . _... -... - - . .. -_. _.....,.....__ - ...._-- _.- .._... -,..-"----...._..._..-.._.-.-_-.._,....__._._.-...._...-......-.....:....-....._..........-.....--.,...............,.---.............._.........,-..,..,.,............._..._.................._..............,,..............,..,.....„-..,,,.,.....,......,..-..._.._ _ __......_..__ m. _ . __... -...._ _ _.._ . . _........_.......... . I co ts - ..-- ..........- ._......__...... I O 0 _._ - .. _._ _ _.. _..._ z _, -..... ,.. - - _ _ _ - -- -- 0 00 ------------------------------ - - - - -- .....- ._......................, .._ __ -_. _..._ ___ ___ .- ... - - -- ------ 1. - -- - - .._., _ 1 2 1 - - - - -- -- _,.__.,.,, ........ __.. 1 • � w STA. 2 +26.00. 0.00' RT C J Z3 C C (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE i IN 1 I w x' 1- 10 "x6 *" TEE (MJxFL) h= 2 ft Q -C J S " PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT) PARKING STRUCTURE IFUTUREI� I Q'C l 1 -6* GATE VALVE (FLxMJ) Q �-- S GH E C:O. 0 T FIRE DEPARTMENT 1-CONC. THRUST BLOCK STA. 2 +71.33, 0.00' RT (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE .0 � o N O T OF` AINTER OR CONNECTION C " *SIZE PER SPRINKLER 1 -1 x90' BEND MJ PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT) 0 C - SYSTEM DESIGNER - - - - - 1-CONC. THRUST BLOCK m i O O' 2 IR GATION METER & SACKELOyY -� PREV�TION, SSE IRRIGATION PLAN -*-0 7 -0-0 }' FOR TAILS I N15 °38'20 "W " N U) C Q C 0 0 0 651-F-10" WATER STA. 2 +86.94 0.00' RT cr ..7 _ _ _ 1 -FIRE HYDRANT ASSEMBLY W STA. 2 +06.68 0.00' RT I STA. 2 +86.94, 8.50' RT Z w ( CENTER OF HYDRANT 1 1 -10 "x90' BEND (MJ) O :4Y I SEE STD. PLAN B102 1 -CONC. THRUST BLOCK N R I ON SHEET C3.4 N 111 RD R Q W ° N I BUILDING *3 [FUTURE) U z STA, 5 +51.33 0.00 RT (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE O ° PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT) -� O 4,o 1- RE HYDRANT ASSEMBLY STA. 1 +91.05 0.00' RT I STA. 3 +50.00 0.00' RT PROPOSED 15.00' STA. 5 +51.33, 10.00' LT STA. 5 +65.33 0.00' RT s I I 1 -FIRE HYDRANT ASSEMBLY ,� WATER EASEMENT CENTER OF HYDRANT 'n I 1 -10 GATE VALVE MJ 1 -10 "x90' BEND (MJ) STA. 1 +91.05, 31.85 LT SEE STD. PLAN 8102 D IQ { CENTER OF HYDRANT I , • _ - N 1 -GONG. THRUST BLOCK SEE STD. PLAN 6102 I -- - - -- -- - - - - -- ------- - - - - -- - - - - - -- ON SHEET C3.4_ - - - - -- y o I N o I ON SHEET C3.4 (" " ' .x N15'38 21 W 10" w N I I w o 10"� - w 237LF -10" WATER o I I-- „9 STA. 3 +28.33 0.00' RT ' EX C8 ' I ( 1 -10 "x90' BEND (MJ) a I ro �4 pf � 6 . " 1 -CONC. THRUST BLOCK PROPOSED LOT LINE o k 2VC /E 43 65 Nt3 °40'20'W c o I 24„ C NC /E 435j ��� s) r AL S, I I N20'04 °3W v I I Z I I NOTE lE 24.93 w) W DE ( .) ._; ( o" I STA. 1 +02.68 0.00' RT i 31as' 28.96 ®, o I I END 24" Nor�UNDE) m I ( INTERSECTION W/ ROW x I I z p_ ` I ( j I I EXST. 16" WATER Q 1 EXST. 16" WATER _` `" - - - - - = 2D*W - - - - - - J z L N15 °38 20 w "' - a I- . O Ffll 12 16'° 4 ° W' 16° a „ ° o a aW ° 6�: o ° ° a 16 >, 0 a 16' a ° a W. ° W W 16 1 a W 4„ W 4» 4 Q yy " W 4 a A 4„ r 4" W 4" W 4 y P J n 8 n n „ , .„ " SD 1 SD 12' SD SS2 '/ SD 12 SD 12 SD 12 SD 2 SD 12 ss 8° 3t � SS 8" SS 8„ 1 „g ss 0 00' -R F- - - -- ss 8" 8' ss 8" STA. 6 +17.28 0.0�� RT (J� . " " Ex. ca 1 -16 "x10" TEE FL EXST. HYDRANT °° 1 -16 "x10 TEE (FL) ABANDON EXISTING WATER METERS 8 „ °p 49.4�f l CTR ST w ( ) o " rop 5 p 9 CTR S Z EXST. HYDRANT 1 -18 GATE VALVE FLxMJ /E PROVIDE 5" STORZ " ( ) PER CITY STANDARDS (TYP.) 4859 OGRE 1 -16" GATE VALVE (FLxMJ) PROVIDE 5 STORZ cTR cyANNfcryRe Q FITTING 2 -16 SLEEVES (MJ) EX CB (oyr s) 2 -16 SLEEVES (MJ) FITTING a " pVC (,N 46.29 m EX 1 -10" SLEEVE (MJ) RAINIER ' VE BrOP 4992 Ell CTR SrU 1 -10 SLEEVE (MJ) p�c ( -sj rop s y 1 -CONC. THRUST,BLOCK 12» /F 4673 ( /N, CARE 1 -GONG. THRUST BLOCK CTR Cy 42 I CITY OF RENTON WILL PROVIDE CUT IN a° C/ 4407 (1N N) CITY OF RENTON WILL PROVIDE CUT IN 8 pv0 (NEE[ 43.4g CONNECTION. SEE STD. PLAN B113 ON N15'921 °w 526.43° - 12. IENC lE 4657 /) CONNECTION. SEE STD. PLAN 8113 ON - - p �=€ - SHEET .0 - E0R-CONNECTION DETAIL - - - S)N ---- -" 5-F ETAIL N ADJUST TO GRA Q. CB Top 4 0z 7 PE 1 8' CONC 46.20 (OUT S) I' ._. __. _....., .,...... .,_ ...__..,. ._.. STA. 1 +00.00 �p .,.,,.--.---.---. ..- ..- ...- .-- .-- .--- ..- .._..... .... - - ..-..._ .....,,.N..- ................... _.._......._.._..- ... -..._ _...... _._... -._. - --_ ......... ._.._....____...._- _._...._.__. _ __ . _... -... - - . .. -_. _.....,.....__ - ...._-- _.- .._... -,..-"----...._..._..-.._.-.-_-.._,....__._._.-...._...-......-.....:....-....._..........-.....--.,...............,.---.............._.........,-..,..,.,............._..._.................._..............,,..............,..,.....„-..,,,.,.....,......,..-..._.._ _ __......_..__ m. _ . __... -...._ _ _.._ . . _........_.......... . _..._... _.....---- - -. - -- _ _ _...------ - -.. -- . _ - ..-- ..........- ._......__...... °- _ ....... ...... _... .......- .....- .- .- ._-- - -,.._ _. ._..__..._.._._.__............. ._. _.....,_.....-._ ......................................___....__......,,..._....,..........._..,........-..._._..-..-___..__........,.,,..,....,.-........ _._ - .. _._ _ _.. _..._ _ - _......_.__. -... -- _, -..... ,.. - - _ _ _ - -- -- -- _ ......----- ..- ..-- ._ - - -- ------------------------------ - - - - -- .....- ._......................, .._ __ -_. _..._ ___ ___ .- ... - - -- ------ 1. - -- - - .._., _ 1 2 1 - - - - -- -- _,.__.,.,, ........ __.. 1 w w T6.. X11 tL- -IFE_. __ 16 GATE VAL . -....._., ..-._...,__. 16 SLEEVES 10 GATE VA _. � _,,,..,.,.. - .. _..... 10� SLEEVE (MJ FLxMJ` _ ( ......_- .J....... - J FLxMJ __.. _...._ -- - ,._____.,._. - _. _......_... -------- __.._ ---- ...._._,._......,.., DATE ...,,.,, - ,.,,,... ._..... - .. 1 16 x10 TEE ..___....__.... ......._._.._....,.....�.._.._. w 1 -16 GATE VA 2 16"...SIEEVES .,.. ...,.. w -._ 1 -m GATE - VA . _ -- - . .. .. ........ FL) _... -..__. _.....--- .... ...................-- VE FLxMJ ( ) (MJ) VE-.. FLxMJ ....__..._. ( ) _............__ ....., „... - - -_.. ..... ......... _ ,.....,,..._.......,... -_ ... .. ........ ......, ..... __ _..,.1 1-100 S Ely -GONG: --THRU .,..BLOC------------------------ -- ....._.._.....,, -- - - - - - -- -- .,.,_.. -- ----- -...._ _ _ ---- - - - - -- ---------- - - - - -- - - -- ----------- ......__ - __ ___. .._._......._..._..._ -- --- ______.,___...__........_ - -- -_ -. -- .._..____._ ___.__.......... - - - - -- -------------- _... - - -- -- � - - - -- -- __ __._...._..__ _ - -- - ._..__---- ___--- _... -_._ _---- -..._. ____ __ ___ - - _ _ __ _ - - - -- .., - -_...- ...,..._......_...............- --------------------------------- .._..._ _ _________ __ __ __ __._..__,._- .._..._.._- ....... - - -- --- - - - - -- __ - - ---------------- ._._.._._- - - ._.. _.... -... - - -- -- - ._..... _ -_ - - -- . -C TY, -- . -- .. l�f OF RENTON- . . ..: -PROVIDE CU IN- .... ......._ ...,,...- ,...._...,.,,...,..._ ..,_:_.. _._..........._ ..W TY, .._.R . . CI-0F ENTO CONN C110N C ......,, E...,..,.- ..__...... -WILL-PROVIDE-1 NTRACTOR SHA .. ',UT--IN ------ __----------- - - - - -- COORDINATE _.... _..._... __ .. ------------ --------- -----_ ...._ ...._ _ ..,_ - -- ........_... ... .... __, .._ ......._..__ ..,........._..,_..______.__._ _.__._.,..._ ,._ _,..__._....._ ..... ........_... -. - - _.__...._ EXISTING GRAD _._.,,.,._,__- . - .,......__ .___- ___._----------------- _. _..._..._.--------------- _......_..._.:...._... - - - - - -- - - - - - -- - - - - - - -- - .... -- -------------- - ---- - - - - -- - ........- - - -- --- ...._. ,...., ----------------------- _... - , ---- ... - -- _- - - - - - ..._.._ ... _- - ...._.__ _ __ __ __.._...____ _.__..._..._..... _.__.._.,_.._,.._., ._.....__ - _._... - - - - - -- - ........__--- - - - - -- - _ -..... .......... -------------------- ___ - - -- ------- - - - - -- -- ------------ .,, -- - - - - -- - - - - -- _ _ _ _ _._.. -._.__ .__...._---- .......,__.......------- - -.. ....___ _..- _.�.. - - - -- - -- - - -- ..---- ---------------------- - - - - -_ .--------------- - - - -.- -- ....._....-,.._-_----------_--.-__...._ ................._..-,--_---_--_._......_. _ __ _,__-------------------------- .--------------------------- _ „_ .._......._....._....._.__.._._ _.___------------- - - - - -- C _--__---_..-..----.----..----..-.-- - _ _ , NNECTION. CON 114 - THE - ,:CITY rOF ;�. ...,..:: ACTOR SHALL RRTON.,. -SEE_: ST DINATE - . DARD...PLAN - __ ______ __ ....._.. WITH THE CITY 6113 ON SHEET RENTON. SEE C3.5 FOR CONK STANDARD PLAN CTION DETAIL �-- B 13 ON SHEET .5 FOR CONNEC ON DETAIL PROPOSED _._ ..... --- ... 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OLC� D O c0 � co O N co 6 m Ln d L e, C�l JO f) C � C O Ln 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 RECORD NOTE silos THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A 'RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 4+00 4+50 5 +00 RECOMMENDED FOR APPROVAL BY BY BY 60 58 54 52 LLI J �p 50 48 CHECKED FOR COMPLIANCE CITY OF RENTON o TO CITY STANDARDS 46 w J a, DEPARTMENT OF PUBLIC WORKS La r 'S S' L-q DATE � ed 6 /u 44 lq o mp� r Q W N UTILITY PLAN C3.1 Q gi cYi DATE 42 m N < w � 40 W o -ANa0 38 ��- p 4 a w I4 Fl�mo.� emS QZ,r N DESIGNED: GCH DATE: 07/03/06 36 203615 -C3.1 O 0 5+50 6 +00 �p CHECKED FOR COMPLIANCE CITY OF RENTON o TO CITY STANDARDS N DEPARTMENT OF PUBLIC WORKS DATE Q DATE UTILITY PLAN C3.1 z DATE m DESIGNED: GCH DATE: 07/03/06 FILE NAME: 203615 -C3.1 O DRAWN: GCH SCALE: FIELD BOOKt. PAGE 1 AS.- BUILTS MW 5/1/08 CHECKED: JMW 1 = 20 m NO. REVISION BY APPR. DATE APPROVED: SHEET: 10 OF:18 = �tccr� � Pum.ic vat KS Q&,'57-533303 C12- :3333050 0 Z Q p�p C : £3 eo T �I 0 x t a s N y _ Y3 0 J m s E 0