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HomeMy WebLinkAboutzS-2335SetSCALE: 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 F— S (0') MODIFIED PER NEW ARCH. SITE PLAN RIM-22.4 11Ec to I IE =12.20 V) INSTALL: EXISTING WATERMAIN I 1 x10 x6 TEE FLxMJxFL SCALE: r-w' CL OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY PROPOSED WATERMAIN CL z 30' WIDE UTILITY 0 a° CONC. BLOCKING 1 -6 90 INSTALL: Oil 3.Z®® o o Ln CONIC. BLOCKING 1 -6- 45' BEND r F+4 Z N C ll cr Q z LU .Z ° = NOTE: THE UTILITY IMPROVEMENTS WEST OF THE PROPERTY LINE ARE BEING CONSTRUCTED IN a r a:wx Q � Co W CONJUNCTION WITH THE UTILITIES FOR THE HILTON GARDEN INN BUT UNDER A SEPARATE CITY OF RENTON UTILITY PERMIT NUMBER. IL >- THESE PLANS CAN BE REFERENCED BY THE cf) Q[ Z CITY OF RENTON WD NO. 78248 OR CITY OF RENTON PROJECT NO. LUA -97 -099, SA, LLC ` ® LL�CC Q Lu C Q cr NOTE THE 3/4 INCH BY -PASS METER ON THE DDCVA SHALL BE A "SENSUS" METER WITH REMOTE TOUCH READ PAD MOUNTED ON OUTSIDE OF BUILDING WALL. (MODEL I 76 LF 6" D.I. W SENSUS ECR). N MODIFIED PER NEW ARCH. SITE PLAN RIM-22.4 11Ec CONIC. BLOCKING I IE =12.20 MFB INSTALL: EXISTING WATERMAIN ----- ------ --- -- - - - - -- 1 x10 x6 TEE FLxMJxFL ili 24 LF 6" PVC SS ® 5.0% SSMH (UNDER SEPARATE CONTRACT)` OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY PROPOSED WATERMAIN 1 -6" GATE VALVE (FLxMJxMJ) INSTALL: 30' WIDE UTILITY !£=13.21 (10"W) W/TIDEFLEX VALVE a° CONC. BLOCKING 1 -6 90 INSTALL: Oil o o Ln CONIC. BLOCKING 1 -6- 45' BEND r F+4 Z N C CONC. BLOCKING a o O ® `E C-a 3 13 LF 6" D.I. W 90 LF 6" D.I. W U _ EL a 10" W - -- - - - -- - -- ryy c o 76 LF 6" D.I. W Lj 13 6" D.I. W PN 7 LF 6" E D.I. W 10* I'VC ss , FDC CP o d a� NEW W. VALVES INSTALL: 3 1 -6" 45' BEND MJ o me am o w CONC. BLOCKING a � a 0 0 o M �w ° I<4N °m M °m o 0- m ° ° ° o m o CL M m m m uj � 0-1 co �� o rn z N N re Z U U L L a a n to S - - NOTE SANITARY SEWER MANHOLES SHALL HAVE ALL INTE SURFACES, INCLUDING CHANNELING, COATED (SEAL( WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. MORTAR FILLET IZAN1001 51!M10k -1 13LF6 "D.I.W ------------------------------------------- ----------------------------------------- EX. 10' D.I. INSTALL: INSTALL: INSTALL: i 6 90 1 -6 4 1 -10 x1 x x CONIC. BLOCKING CONC. BLOCKING 1 -6" GATE VALVE (FUMJxMJ' 90 LF 6" D.I. W CONC. BLOCKING NEW W. NIL ,p V f-76 LF 7 LF 8 ", 5TIISEWER D.I. W u + " PRIVATE SANITARY SERVICE 1, 6° 45' BEND MJ) MODIFIED PER NEW ARCH. SITE PLAN RIM-22.4 11Ec CONIC. BLOCKING I IE =12.20 MFB I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL EXISTING WATERMAIN ----- ------ --- -- - - - - -- LOCATIONS OF THE SANITARY SEWER MANHOLES AND WATERMAN LOCATIONS SHOWN HEREON IS THE RESULT ili 24 LF 6" PVC SS ® 5.0% SSMH (UNDER SEPARATE CONTRACT)` OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY PROPOSED WATERMAIN RIM =44:5- 21 IE= 13.55 (8 "' IE =9313}13.31 (tOS) � 30' WIDE UTILITY !£=13.21 (10"W) W/TIDEFLEX VALVE -Al EASEMENT (PER THIS CONTRACT) Oil Ln INSTALL: 1 -4" 45' BEND CONC. BLOCKING NEW 10" MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. 'TIDE FLEX' CHECK VALVE CLAMP TO SEWER PIPE MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL Lu- 0 I� °g °� °m NO SCALE wwp- 27-2335 0 z wTR -a7 - 2335 File: P: \sdskproj \6101 \engineerinq \61011sw1.dwg Date /Time: 08/25/1998 08:45 Scale: 1 =30 DAVE Xrefs: Z6101— S,Z6101— T,Z6101 —B, i ''�ii i € 4i NEW FIRE HYDRANT SSMH (UNDER SEPARATE CONTRACT) MIM -E2 - 21.61 IE= IE= IF-13.89 (BUJ Ill 13.76 (103) A =13.69 (107V) NOTE: FLOOR DRAINS WITHIN THE BUILDING MUST BE TIGHTLINED TO THE SANITARY SEWER SYSTEM. REFER TO ARCHITECTURAL PUNS. 14 LF 4" D.I.XWJ 45 BEND MU CONC. BLOCKING ELF 4" D.I. W NOT10 1. SEE HILTON GARDEN INN PROJECT FOR CONNECTION TO WATER MAIN. 2. SEE HILTON GARDEN INN FOR ADDITIONAL FIRE HYDRANT LOCATIONS. LEGEND: PROPOSED TYPE II CATCH BASIN SDOLN PROPOSED TYPE I CATCH BASIN ■ NOTE EXISTING TYPE II CATCH BASIN fT ALL WATER MAINS AND FIRE HYDRANTS MUST BE INSTALLED AND OPERATIONAL PRIOR TO ANY WORK ABOVE THE BUILDING EXISTING TYPE I CATCH BASIN ❑ FOUNDATION. PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE C PROPOSED SANITARY SEWER LINE MODIFIED PER NEW ARCH. SITE PLAN EXISTING SANITARY SEWER LINE i 1/19/98 MODIFIED PER NEW ARCH. SITE PLAN MFB I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL EXISTING WATERMAIN ----- ------ --- -- - - - - -- LOCATIONS OF THE SANITARY SEWER MANHOLES AND WATERMAN LOCATIONS SHOWN HEREON IS THE RESULT BDS 1 0/151 0 OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY PROPOSED WATERMAIN BOS DIRECTION. -Al DENNIS J. 27328 DATE As-e1eLr acs ens 619 MODIFIED PER NEW ARCH. SITE PLAN MFB i As-e1eLr acs ens 619 MODIFIED PER NEW ARCH. SITE PLAN MFB BDS 1/19/98 MODIFIED PER NEW ARCH. SITE PLAN MFB BDS 1/8/98 MODIFIED PER CITY REVIEW MFB BDS 1 0/151 0 MODIFIED PER CITY REVIEW MFB BOS 9/9/97 v� w U2 W Z ® W Q Z J W Jo �J ~" R s� W v a z N 1 o�& Z °O 04 L61 d I z CIA C14 52 to 0 O O LLJ 0- ]e v - Ill l �� i OVA O ,l 'NASyi`ct�- J TV .� r o a qc W b 25672 �! T ��SSOMAIEf�C'\�� 6.E CITY OF RENTON C>EPARTMEWT CN= PUll WORKS SANITARY SEWER AND WATERMAIN (EXTENSION PLAN ll BDS 4/11/97 lLEM0. MFB BDS 8 11 97 DK@ � ! 1 -JD r 0 ItYBK7N BY ARR DATE ArrROYm C3 , q C10N 4f NIIIfC 9 6}�T �; R F-R �O 0 5 ROLL 1%'../ %-..Y e r� • it • W �0 W fq J � O a V' W Jo �J ~" R s� W v a z N 1 o�& Z °O 04 L61 d I z CIA C14 52 to 0 O O LLJ 0- ]e v - Ill l �� i OVA O ,l 'NASyi`ct�- J TV .� r o a qc W b 25672 �! T ��SSOMAIEf�C'\�� 6.E CITY OF RENTON C>EPARTMEWT CN= PUll WORKS SANITARY SEWER AND WATERMAIN (EXTENSION PLAN ll BDS 4/11/97 lLEM0. MFB BDS 8 11 97 DK@ � ! 1 -JD r 0 ItYBK7N BY ARR DATE ArrROYm C3 , q C10N 4f NIIIfC 9 6}�T �; R F-R �O 0 5 ROLL 1%'../ %-..Y e r� • it • W �0 W fq