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HomeMy WebLinkAboutS-233501SCALE: 1'-W - EX. 10" D.I. W ----------- ----- - - - - -- E- 10_ D.I. W _______________________ _________ SSMH (UNDER SEPARATE CONTRACT) o; EX. 10' UTILITY EASEMENT RIM =22.5 PER SHORT PLAT 022 -85 IE =11.00 IN) REC. NO. 8507169002 IE =10.90 (OUT) S 89'36'03° W 557.25' _ -4 ____ _ __ ____. ______ _____- ___ 1 8 PVC SS -- � 347.00' T __ 10 EX. 2" BLOW -OFF VALVE I ' NOTE: THE UTILITY IMPROVEMENTS WEST OF THE I- 1 PROPERTY LINE ARE BEING CONSTRUCTED IN NEV CONJUNCTION WITH THE UTILITIES FOR THE 3 SSW HILTON GARDEN INN BUT UNDER A SEPAR Q ATE _ W/77 VALVE CITY OF RENTON UTILITY PERM17 NUMBER.. RIM =22.4 • o` THESE PLANS CAN -. BE REFERENCED BY THE, ` V � o 5' IE= 12.15,8- .F 1 PITG1` NfYD� CITY OF RENTON WD NO. 78248 OR CITY ( a,. OF RENTON PROJECT NO. LUA-97 099, SA, LLC N.2 tz 5" PRIVATE SANITARY a �Q SEWER sERwcE LARKSPUR HOTEL S t 1--i. �? - ! c- ts•- 21 LF 6" PVC SS ®.2.0% FF-2 •5 . �w AD jd Cam° a IItn a s 11 LF 4° D.I. W �� 4�•"�. �'� �, IrTJ �. 30' WIDE UTILITY ", l Er' VRA db 111W, i 13-- . (MJ} < m T� _ EASEMENT7e 7 �. r C{?FBLO�K1(1G UN 1.,, -7uTA r 2 INSTALL: T i s g.,L Iii 1. '� x t EE e �I CF a 1 -4° 45' BEND (MJ) - o GONG. BLOCKING -4� 1'20 LF�` a��D !+)' E 4 - f Mfg mg, gg - a a o I NEW FIRE HYDRANT N I r k 6 tNEW0" VALVE € h € fu t'• - r,,z. c gl- } x t } ty& ; r F ` o '!_ fl SSMH (UNDER SEPARATE l RIMM22 8T) eV mi " r3- iT'', ;� -� i v 1 IE =12.10 II�y,1���_' u _ I 0 2 - IE =12.00 OUT) t u ,Tt a _ R" �' _J t�.9.1 Tf TE P � } �� § F 1 A. an o M 4" COMPOUND DOMESTIC.WA3` ETER SERVICE AND `BY -PASS Ncrl' i5' WIDE^ II : PER CRY OF RENTON STD. DWG 810) WATERRMAN EASEMENT I I, NEW 1 N E 347.00' o m :o o Q _ I I WATERMAIN m m o n NOTE, F FLOOR DRAINS WITHIN THE BUILDING MUST BETIGHTLJNED TO THE SANITARY x o rn m SEWER SYSTEM. REFER TO ARCHITECTURAL PLANS. m m m NOTE& 1. SEE HILTON GARDEN INN PROJECT FOR CONNECTION TO MAIN. 2. SEE HILTON. GARDEN INN. FOR ADDIDONAL 1 ILFIRE HYDRANT LOCATIONS NOTE: F_ V) I SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I �V) 1-8 I k WTH A HIGH SOLIDS URETHANE COATING; ICI I I WA.SSER MC- CONSEAL OR APPROVED EQUAL; 0- � z Q � J PROPOSED TYPE I CATCH BASIN N n [L z �zz0 FIRE HY�DRANT -1 EXISTING TYPE II CATCH BASIN T7 w2QOF- CB pal SfR rn I I LIGHT Wy I I I I w SIGN I 13- w a I I II EX. CB I I II MORTAR +� _1 (2rr- Z <L-M0 FILLET of I I I J � Q i FIRE SPRINKLER EXISTING w v Q O N ^ o SCALE: 1'-W - EX. 10" D.I. W ----------- ----- - - - - -- E- 10_ D.I. W _______________________ _________ SSMH (UNDER SEPARATE CONTRACT) o; EX. 10' UTILITY EASEMENT RIM =22.5 PER SHORT PLAT 022 -85 IE =11.00 IN) REC. NO. 8507169002 IE =10.90 (OUT) S 89'36'03° W 557.25' _ -4 ____ _ __ ____. ______ _____- ___ 1 8 PVC SS -- � 347.00' T __ 10 EX. 2" BLOW -OFF VALVE I ' NOTE: THE UTILITY IMPROVEMENTS WEST OF THE I- 1 PROPERTY LINE ARE BEING CONSTRUCTED IN NEV CONJUNCTION WITH THE UTILITIES FOR THE 3 SSW HILTON GARDEN INN BUT UNDER A SEPAR Q ATE _ W/77 VALVE CITY OF RENTON UTILITY PERM17 NUMBER.. RIM =22.4 • o` THESE PLANS CAN -. BE REFERENCED BY THE, ` V � o 5' IE= 12.15,8- .F 1 PITG1` NfYD� CITY OF RENTON WD NO. 78248 OR CITY ( a,. OF RENTON PROJECT NO. LUA-97 099, SA, LLC N.2 tz 5" PRIVATE SANITARY a �Q SEWER sERwcE LARKSPUR HOTEL S t 1--i. �? - ! c- ts•- 21 LF 6" PVC SS ®.2.0% FF-2 •5 . �w AD jd Cam° a IItn a s 11 LF 4° D.I. W �� 4�•"�. �'� �, IrTJ �. 30' WIDE UTILITY ", l Er' VRA db 111W, i 13-- . (MJ} < m T� _ EASEMENT7e 7 �. r C{?FBLO�K1(1G UN 1.,, -7uTA r 2 INSTALL: T i s g.,L Iii 1. '� x t EE e �I CF a 1 -4° 45' BEND (MJ) - o GONG. BLOCKING -4� 1'20 LF�` a��D !+)' E 4 - f Mfg mg, gg - a a o I NEW FIRE HYDRANT N I r k 6 tNEW0" VALVE € h € fu t'• - r,,z. c gl- } x t } ty& ; r F ` o '!_ fl SSMH (UNDER SEPARATE l RIMM22 8T) eV mi " r3- iT'', ;� -� i v 1 IE =12.10 II�y,1���_' u _ I 0 2 - IE =12.00 OUT) t u ,Tt a _ R" �' _J t�.9.1 Tf TE P � } �� § F 1 A. an o M 4" COMPOUND DOMESTIC.WA3` ETER SERVICE AND `BY -PASS Ncrl' i5' WIDE^ II : PER CRY OF RENTON STD. DWG 810) WATERRMAN EASEMENT I I, NEW 1 N E 347.00' o m :o o Q _ I I WATERMAIN m m o n NOTE, F FLOOR DRAINS WITHIN THE BUILDING MUST BETIGHTLJNED TO THE SANITARY x o rn m SEWER SYSTEM. REFER TO ARCHITECTURAL PLANS. m m m NOTE& 1. SEE HILTON GARDEN INN PROJECT FOR CONNECTION TO MAIN. 2. SEE HILTON. GARDEN INN. FOR ADDIDONAL 1 ILFIRE HYDRANT LOCATIONS NOTE: w SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WTH A HIGH SOLIDS URETHANE COATING; ICI I I WA.SSER MC- CONSEAL OR APPROVED EQUAL; M 10 9 COLOR OF COATING SHALL BE WHITE. 1 J PROPOSED TYPE I CATCH BASIN N 7' FIRE HY�DRANT -1 EXISTING TYPE II CATCH BASIN T7 o I CB pal SfR rn I I LIGHT Wy I I I I w SIGN I I I I II EX. CB I I II MORTAR +� _1 I FILLET of I I I � FIRE SPRINKLER EXISTING w v Q O N ^ o �- I I w' 6' MII N �dH'ILE FRAME AND -EVER �— SFF DRA.JING BR29 6' 25- �z' a� X ".DJUSTMEN 1 (4" MIN ) • CONE '.. RUBBR GASKET�D JOINTS IN ACCORDANCE W.TH ASTM C -443 r4' MIN, TE"S - 3/4 DEIO TIED DGi, STE °S SHALL BE INS EE; s i7s• --I CON RETE RISER 8l PPE '.'.- 48. / OR APPROVED EGu AL. 'TIDE FLEX' CHECK VALVE 12 ITr ) CLAMP TO SEWER PIPE L- MA>;, PIPE SIZE - 21 I.D. -{— LADDER -STD. ALUMINUM OR GALVANIZED STEEL - CONCRETE SHELF PRECAST EASE SECTION OR CAST IN SHELF. I I g -'{ 6" MIN. (TYP.) ✓ -�_ I I „ SANITARY MANHOLE TYPICAL DETAIL I I 1 I � II I I w ml ICI 0%I � ICI I I r M 10 9 _j 1 J PROPOSED TYPE I CATCH BASIN N EXISTING TYPE II CATCH BASIN T7 o I LLJ ; pal SfR rn I I LIGHT Wy I I I I w SIGN I I I I II EX. CB I I II I -� EX. GO I I I II I I I I of I SIZING OF THE FIRE SPRINKLER D.D.C.V.A AND PIPING SHALL BE DETERMINED BY THE S DESIGN ENGINEER. FIRE SPRINKLER NO SCALE 0 ILL! 11_"' j I > l79 ui } I Z I� W w0 5- Q O LEGEND: w PROPOSED TYPE II CATCH BASIN 61T PROPOSED TYPE I CATCH BASIN N EXISTING TYPE II CATCH BASIN T7 EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE I LD EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER MANHOLE A �_ EXISTING SANITARY SEWER MANHOLE �„ In r I PROPOSED SANITARY SEWER LINE w Z x EXISTING w v Q O N ^ o SANITARY SEWER LINE C42 o 00 N r- _. 0) cD a(' EXISTING WATERMAIN ----------------------- cu Q PROPOSED WATERMAIN - - - - -- -- ---- - - - - -- cli cli �q'233j® woo K' 8qC, o s�1 x H c Q z n T W q 672 z ALL WATER MAJNS AND FIRE HYDRANTS j ncsTq 1 �FSF01 S1 iP�'G a`" �. -JA\ /I ONAL FN �lk�r O 3 PRIOR BE ANY WORK AND OPERATIONAL THE BUILDING T EXPIRES •� 1 0 �V En MUST v_ H FOUNDATION.'/ CITi' ENTOIV FOR APPROVAL By� 77 7 OEF-ARTMEit' OF= PIJBLTC Wf"+F 3 o w BY SANITARY SEWER AND WATERMAIN I r; o IN EXTENSION PLAN m 00o O 3 MODIFIED PER CffY REVIEW MFB BIDS 10/15/97 DESKINED BIDS 2 MODIFIED PER CITY REVIEW MFB BDS 9 9 97 - -- DATE 1/11j97 PILE NO. ORAVIN 905 - O CHECICH� DKB __ SCALE 1 ^ =30 RELDBOOK __ f DOE w LL 1 BID SET MFB BDS 6/11/x7 m� U NO. REVSION - BY APPR DATE APPROVED rr"j ' -o accrar eueu<wunKS - SHEET. VV._OF / S IM File P: \sdskprol \6101 \engineering \61011sxt.dwg Date / me. 11/05/1997 08:27 Scale: 1 =30 TomH Xrefs: Z6101- S,Z6101- T,Z6101 -D, : C7_2?,5.rdl ..J a 1004.­I� 'f r` ROLL 1,57 N o� HHH N 1 F Fti