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Home My WebLink AboutS-347101-r - SF-P, w AY 5 v S NQ AIM =27: t I I E=1 7,76 18' €F 61' S '--- o + N o 0 C21 22,4' CD - 135.,2` I +1 +80 IMF. i I k�s I SSMH r"� RIM =27.91 X5,6' I 6' SIDE SEWER iE =2 5.40 8" s IEs 23.50 (APPROXIMATE) ! ( ( g-iPHAI:T MAINTAIN MIN 2' COVER : =�SPHA!Aon STA€ 1 + 0 _ I 1 +q0 00 0 N€ ( ,,.,.,w.. MS .,. _.. R.,..... .... � .............."". W,..,. ,..__........._,._..a..,.,..... ,....,M.. _,..._.. 16 7 -17 Q _..::.:...,.. _.x,... "....... 8 4617E 119.78' I Vie` J i E t, _f.., T ^ 00 CL I N ° '� € , _. e ti F F 1 6' CI SADDLE Q IE 20,49 z ¢ $ T A ;. - Cam€ FF :A Ll ��^ N �" Q �,, ,� _ D--i t, I f> / F ;° STI WATER MET`. R RELOCATED FOR'` *IRRIGATION a W € TA 00. ' f. U I ; , 2 € ; >> DOUBLE C IECK 'VALV- ASSEMLBLY .XDCVP ` CTYP� `' C7 € 3 i ` 3° t SEE R�fTON�TAND2D PsAN B SHAT 10 ° 5 y Q s I ; / 4 1'IRE DEPT. %iNNCE fION �r DC> y f YP.> WATER f gkRVjei (T '.> �'` � v INSTAL , "I BE -LED I tTl J y � ' 6 .BY CONTRAC? IR Z w °' f { »i J` 3 t' rt 8' GATE VALV r" ;.,: R ? SEE �bETA L SHE 9 MJXMJ> 1-8' VERTICAL CROSS i / j ` ; I I (FUR POLYPIGGING) / / /' ! STA, 12 +04.07R �/ / - - i 2 -8' BLIND FLANGE W /2' TAP AND 8X8 X4 fiI�E — ! —_ 2' PLUG C € (:5 ,�7; - ° DEDICATED FIRE LINE o° * 1 -8' PLUG (MJ) STAB lc'+ 7,�36R — — 00 r 2 PERMANENT BLOW OFF ASSEMBLY I ' I SEE DETAIL B114 AND B105 SHEETS SHEET 10 16'X16'XS' WET u ; ` I , I 140 LF 8 , DI _ �? TAPPING TEE N I — —_ 15' UTILITY EASEMENT ) STAB 13 +25.07R (MJXFL) Q N TA, 11 +80 i ' __ — — — — — i�'` � NORTHING, 53842.59 8' TAPPING GATE r FASTING= 396024,66 VALVE (FLXMJ) 8'X ' 6' TEE I £ NC I �� P L CONNECTION BY (3 (MJ F) ; ... CITY FORCES CL 6 P.V. (FLXMJ) f ,.. , 1 4 FIRE °DEPT, "CONN TION (FDC),' p TAs 1i +85.07, a° S I � ! L 6 Di E ! oo . OST,,^ INDICA. -'eD LVE _ CTYP.)r ; /' e C to F ;f i I IO tom, / ; PROPOS Ii YDRANT t'' o y a %FF E �+ 27.0 ; SEE S T ND RD PLAN B f02 _ 4 X . X4 TAE °' I O LO N 2 6' TEST TEE WITH PLUG FACE UP (TYP,) _ 4° 90° BEND FL. CTYP >> o 6' CI SADDLE IE€ 19,64 CJ F_ 24 PVC SIDE SEWER RUBER GASKETED, ASTM 3034 9 W @ 16,92% W S:' A€ 11 +40 € a t� I I 6 SIDE SEWER o 5) 6 SURFACE CLEANOUT WYE (TYP.) v) �_ IEs 23.50 (APPROXIMATE) ! X LA Q W J z REPLACE ASPHALT AND PAVEMENT I o 1 1; �" 8 ass 01s w /PUNCH IN 3"X3" G�NC IE =17.79 8° N w. C) o� X Z BOUNDARY AND TOPOGRAPHY ARE BASED ON 10 0 10 20 (SITE Q MAPPING PROVIDED TO E3RA BY GEODATUM€ �€ -' ADDRESS: ss ��LN ,. -0 +40 s AND OBSERVATIONS MADE IN THE FIELD. THE • 530 SHATTUCK AVE S z SCALE IN FEET INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD NORTHING= 53756.917 RENTON, WA 98057 i !I I i j, +W W -r - SF-P, w AY 5 v S NQ AIM =27: t I I E=1 7,76 18' €F 61' S '--- o + N o 0 C21 22,4' CD - 135.,2` I +1 +80 IMF. i I k�s I SSMH r"� RIM =27.91 X5,6' I 6' SIDE SEWER iE =2 5.40 8" s IEs 23.50 (APPROXIMATE) ! ( ( g-iPHAI:T MAINTAIN MIN 2' COVER : =�SPHA!Aon STA€ 1 + 0 _ I 1 +q0 00 0 N€ ( ,,.,.,w.. MS .,. _.. R.,..... .... � .............."". W,..,. ,..__........._,._..a..,.,..... ,....,M.. _,..._.. 16 7 -17 Q _..::.:...,.. _.x,... "....... 8 4617E 119.78' I Vie` J i E t, _f.., T ^ 00 CL I N ° '� € , _. e ti F F 1 6' CI SADDLE Q IE 20,49 z ¢ $ T A ;. - Cam€ FF :A Ll ��^ N �" Q �,, ,� _ D--i t, I f> / F ;° STI WATER MET`. R RELOCATED FOR'` *IRRIGATION a W € TA 00. ' f. U I ; , 2 € ; >> DOUBLE C IECK 'VALV- ASSEMLBLY .XDCVP ` CTYP� `' C7 € 3 i ` 3° t SEE R�fTON�TAND2D PsAN B SHAT 10 ° 5 y Q s I ; / 4 1'IRE DEPT. %iNNCE fION �r DC> y f YP.> WATER f gkRVjei (T '.> �'` � v INSTAL , "I BE -LED I tTl J y � ' 6 .BY CONTRAC? IR Z w °' f { »i J` 3 t' rt 8' GATE VALV r" ;.,: R ? SEE �bETA L SHE 9 MJXMJ> 1-8' VERTICAL CROSS i / j ` ; I I (FUR POLYPIGGING) / / /' ! STA, 12 +04.07R �/ / - - i 2 -8' BLIND FLANGE W /2' TAP AND 8X8 X4 fiI�E — ! —_ 2' PLUG C € (:5 ,�7; - ° DEDICATED FIRE LINE o° * 1 -8' PLUG (MJ) STAB lc'+ 7,�36R — — 00 r 2 PERMANENT BLOW OFF ASSEMBLY I ' I SEE DETAIL B114 AND B105 SHEETS SHEET 10 16'X16'XS' WET u ; ` I , I 140 LF 8 , DI _ �? TAPPING TEE N I — —_ 15' UTILITY EASEMENT ) STAB 13 +25.07R (MJXFL) Q N TA, 11 +80 i ' __ — — — — — i�'` � NORTHING, 53842.59 8' TAPPING GATE r FASTING= 396024,66 VALVE (FLXMJ) 8'X ' 6' TEE I £ NC I �� P L CONNECTION BY (3 (MJ F) ; ... CITY FORCES CL 6 P.V. (FLXMJ) f ,.. , 1 4 FIRE °DEPT, "CONN TION (FDC),' p TAs 1i +85.07, a° S I � ! L 6 Di E ! oo . OST,,^ INDICA. -'eD LVE _ CTYP.)r ; /' e C to F ;f i I IO tom, / ; PROPOS Ii YDRANT t'' o y a %FF E �+ 27.0 ; SEE S T ND RD PLAN B f02 _ 4 X . X4 TAE °' I °0 +10 2 6/15/08 RESPONSE TO CITY COMMENTS CRL Spite 8 Fire Plan 132 +� ., 3 7/17/08 RESPONSE FIRE COMMENTS CRL Everett, WA 9820 -� EXISTING FIRE HYDRANT 425 -356 -3372; �o ry DESIGNER: CRL JOB NO; T07250 4 7 08 RESPONSE CITY COMMENTS CRL _ _ ,�s Gti f� _ E $/ / 425 356 3374 f stONA�. 7� : BY: CRL SCALE: 1 _ 10 } 0 +00 www.e3ra.comPIRes 03 / 10 / CHECKED BY: RCE SHEET: 4 IY DATE 6/15/08 FILE: phrent.dwg Qty f STA 12 04 96R f .: z r a ( `r s' s' ' TE EXISTING 4 DDUVA ASEP9B`Y X N RELOC , r , WATER AS SHOWN ` SEE :,( ITY " 9_ 1 ` M TER SAW CUT 4' TRENCH Q STA. 11 + 60 DARDi DETAL 809 ,RENTON REPLACE ASPHALT AND PAVEMENT ,' ;= F v.. MATCH EXISTING PAVEMENT SECTION ° k ! 2 6' TEST TEE WITH PLUG FACE UP (TYP,) _ 4° 90° BEND FL. CTYP >> o 6' CI SADDLE IE€ 19,64 €} Q 24 PVC SIDE SEWER RUBER GASKETED, ASTM 3034 a`� +82 - -- ---- -- _. — ... �� 5 4 . @ 13.20% 16, F-8 -23 i + ° — — — ._ _ — 1 4 S 8d46'16� E 119.88' �� 24 PVC SIDE SEWER RUBER GASKETED, ASTM 3034 9 @ 16,92% S:' A€ 11 +40 € a t� I I 6 SIDE SEWER o 5) 6 SURFACE CLEANOUT WYE (TYP.) v) �_ IEs 23.50 (APPROXIMATE) ! I wp.... tE +70 MAINTAIN MIN 2' COVER cn i 4 DI j " 1 gt; 00 @ i r` .a e V) I FOU�IC1 € Ia; EXISTING SSMH a SAW CUT 4 TRENCH �- I N. , i;4'" RIb9 =25.93 [,. L� cs7 REPLACE ASPHALT AND PAVEMENT I o 1 1; �" 8 ass 01s w /PUNCH IN 3"X3" G�NC IE =17.79 8° N cn POST IN SE ,�,, x MATCH EXISTING PAVEMENT SECTION z S A IE =17.79 8" S STA, 11 +20 I NOTE: BOUNDARY AND TOPOGRAPHY ARE BASED ON 10 0 10 20 (SITE MAPPING PROVIDED TO E3RA BY GEODATUM€ �€ -' ADDRESS: ss ��LN ,. -0 +40 s AND OBSERVATIONS MADE IN THE FIELD. THE • 530 SHATTUCK AVE S SCALE IN FEET INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD NORTHING= 53756.917 RENTON, WA 98057 o FASTING= 395980.70 SURVEY BY E3RA. I STA€ 10 +00 — — _ _ NOTE€ s CHECKED FOR COMPLIANCE — SEE SHEET S -1 SURVEY BY GEODATUM INC. FOR VERTICAL AND HORIZONTAL CONTROLS. ALL DETAILS CAN BE FOUND ON CITY OF RENTON WEBSITE F0 +30 s88 °46'16 "E 316.07' TO CITY STANDARDS STANDARD DETAILS SEE SHEETS 4 AND 5 FOR NOTES. (BASIS OF BEARING) o DETAILS FOUND I ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION Date SEE SHEETS 9 AND 10 FOR DETA L i 3 1/2' BRASS DISK S. 6th STREET 4 W /PUNCH IN 3 "x3" CON( AND STREET OVERLAY DETAIL. ' Date ?A�/_0_9 THIS PLAN SUPERSEDES ALL PREVIOUS PLANS POST IN casE Date 9 /Sjua� � NORTHING: . G: #3375) SW 1/4, SE 1/4, SEC 18, TWN 23N, RGE 5E, W,M, NORTHING: 53756.917 ' +20 m T EASTING: 395983.750 PROJECT: Renton Triplexes ALL UTILITY SHALL BE POTHOLED AND VERIFIED BY CONTRACTOR P g E. Renton, WA PRIOR_ TO BEGINNING CONSTRUCTION. SHOULD CONFLICTS EXIST THE ENGINEER IS No. Date Revision By ,. �,- 1ne. i _ TO BE NOTIFIED IMMEDIATELY. �$ 1 5/5/08 RESPONSE TO CITY COMMENTS CRL 9802 29th A W �� ATITL :Water, Side Sewer, and °0 +10 2 6/15/08 RESPONSE TO CITY COMMENTS CRL Spite 8 Fire Plan 132 +� ., 3 7/17/08 RESPONSE FIRE COMMENTS CRL Everett, WA 9820 -� EXISTING FIRE HYDRANT 425 -356 -3372; �o ry DESIGNER: CRL JOB NO; T07250 4 7 08 RESPONSE CITY COMMENTS CRL _ _ ,�s Gti f� _ E $/ / 425 356 3374 f stONA�. 7� : BY: CRL SCALE: 1 _ 10 } 0 +00 www.e3ra.comPIRes 03 / 10 / CHECKED BY: RCE SHEET: 4 IY DATE 6/15/08 FILE: phrent.dwg