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HomeMy WebLinkAboutW-388303IFm 17 E7 IIIIIIIII'm c c � m W o C F_ IF- 0 m C C F_ T>I W Cn i �W IF- _- CCn I W C C r r N � o cco J o -0 o N �� m c �l c N I� - r I� I w N I c c M � cn I m r I I I W C I r I� I I�1MIT mmmIir LIMI'�Z.. r Match Line - See Sheet C5.01 - - - - - - - - - - - - - - - - - - - - - 1 12"x6" TEE �"16 "GATE V W/ THRUST BLOCKING SEE DETAIL 1 STA 14+87.5 (.0' - - - - - - - - (FL) FLxMdy VE (FLxMJ) Rt.) - - - - - - - - FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 31]4SEWNT 19 LF 6" DI CL52 SPOOL :::::. .:::CON This cons tion :record is: 'a LUNDEEN r�d .has :been: entit of the st ;:sanitary sewer. rim elevatio�is:were :obtaineda GOUGHLIN PbRtk LUUNDEEN- I accuracy rl_completeness ofl :;. COMBINED / WATER I I' : :I UC 0 RECORD DRAWING I opy of a CAD fileprepared y CQUGHLIN ORTER Approved By: 'a re lect field Verified inv rt a d rim el ations Approved By: Ind at r main stems. Fiel �erilfied inve and R N COMPANI US, INC �n ully 2017. C d es of provi e any wanaige as to tie Approved By. uch i fo ation rovided by lo� . f Approved By: (1) 12" 4 ° BEND (MJ + / HRU BLOCKING SEE DETAI 2/C5.10 STA 1 +8 7 (0.0' Rt. ,•a;r SEE DETAIL 5 C5.10 19.0 Rt� I:::::::::::::::I OI: : : 21 LF 1 " I L52 r I (1) 12" 45° BEND (MJ) 4" COMM CONDUITS ��,,_<S'EEDETAIL 12 c (1) 12°x6" TEE (FL)(ty 12 ADAPTOR (FLxMJ) 1 12" GATE VALVE FLxMJ I/ I I::::: ::: :::::I (1 1 "x (1� 6 G W/ T RUS SEE ETA TEE (MJxFL VALVE (FyxM BLOCKING 1/C5.10 )I W/ THRUST BLOCKING 1 6 GATE VALVE (FLxMJ)) W THRUST BLOCKING I:::: :;::::::: I I. • . ; :� STA 1 +1 0 (0.0 Rt. -�� STA 15+16.5 (0.0' Rt.) 15' WATER EAS ENT 15 LF 12" DI 1JL52 26 LF 12" DI CL52 -- ------ -- ----------- -- -- -:"- -- ---------- - i :':' ;:;: :':; .... 1:19 :Lf '12 ' :DI: CL52' : ' : Dt CL52: 72. LF 12 : DI 'CL5 .::::: ::: ::: ::: : ; :X:14+QO_. ... 14+5:0 :;:;:;:;.;.'. :::1:5;+00 . 1.5+.59 . . 15+. .0 (1) 12 4 BEND (MJ) (1) 12 4) BEND (MJ) W TH US BLOCKING N' 2 :45.55. ' E ' : 20.77' : ' : : W THRUST BLOCKING �. � _ 2 y ::: :::: ; :: :. :1 / 1 o. S AIL 2 C5 0 0 Q S AI 2 5.10 - : .� ��:�:���� SEE DETAIL /C o. ... ; : � . +2�.4 5.0 Lt. STA 13+41.9 0.0 Rt- /::::�� : a s ( ) CONDUITS TO BE 12" CLEAR BELOW 3 WATER METER I 1 16 LF 4 �, FDC �� oh PE COR STD N CL52 "' __J4 2" STA 1 17 LF TOP OF COMM CONDUIT TO BE BELC BOTTOM OF FUEL LINES. ASSUME FU LINES 6' DEEP TO TOP OF PIPE. TO OF COMM = 9' BELOW FINIS GRADE OR LOWER - SEE PROFILE c GROUP HEALTH UV-444 COMM VAULT (4) 4" COMM CONDUITS SEE DETAIL C5.11. LINE. pEPTH= 6.5'+ BELOW s I 0 LF 6 DI CLJ2 SE DETAIL - / FINISGRADE11 0 o „ 13 LF 4 1 6 90° BEND (RJ) �o . ' . . . . . . . 2 D CVA SEE ESCAPE PLANS O DI CL52 W RESTRAINED JOINT OR BACK LOW PREVENTION DETAIL / - - - - SE DETAIL 2/C5.10 L-: 'J �o 4„ I: ICI E L'SCAP -- - - - SE E PLANS 36 LF 4 DI CL52 W THRUST BLOCK FOR C - - - - SEE DETAIL 0 TAPPING TEE � - •T� :I - r. ... f€ SALVE 'IV� �� TRANSFORMER .. R P R COR STD's J ; VAUL I::: SEE DETAI 4 �o o TYPE K COPPER �� a C � r (4) 4 COMM CONDUITS 4 DOMESTIC �' SEE MECHL PLA CN 1 4" 90° BEND MJ FOR CONTINUATIO I::: ::: : �� m THRUST BLOCKING 6" FIRE DEPT CON I ; I m _ _ J „ 6 SSCO SEE DETAIL 2/C5.10 SE POINT OF CONNECT SEE MECHL PLANS : : , 5 FIR M EASE E C.L. � � - 5� RIM TO GRADE IE �6 99 FOR CONTINUATION PRECISE BUILDING 1::::::::: I:::::::: I 6' 0 FACE OF CURB nout DRAWN WATER CONNECTIONS ARE EXAGGERATED FOR CLARITY CONNECTION LOCATIONS : ; : w ::: o : ' : , 6" SANITARY SEWER POC SEE MECHL PLANS FOR PRECISE 6" FIRE SERVICE o' I:. :: q A ca I 33 LF 6" SS @ 2.0% - BLDG CONNECTION LOCATIONS IE=17.75 SEE MECH L PLANS b I D SEE MECHL PLANS FOR CONTINUATION FOR CONTINUATION llWll �I■ 6" SSCO o: o K I:::;:'•::':� L 0 UAIL ' b o RIM TO GRADE IN I::: ::I N IE 17.65 w :I �, RPBA AND DDCVA TO BE LOCATED I:. ::i. .. k WITHIN THE BUILDINGS SPRINKLER ROOM - SEE MECHL PLANS Y.11 ANDco DELE ATIONOOF EX (; : : '.:..: I SEE DDCVA DETAIL 12" WATE STUB F ND I : t I BLOW Of ASSEMLY RI D PROVIDE 2" HOLE DRILLED THROUGH WALL I. IE 15. OF FIRE SPRINKLER ROOM FOR CITY S + . LI r Cleano 6 INSTALLATION OF RADIO READ UNIT FOR L7IMI I : : I E-17.75ARY SEWER POC .� .� THE DETECTOR METER ON THE FIRE `- l7SEE MECHL PLANS SPRINKLER DDCVA r - ' - 6" 5.1 % FOR CONTINUATION �o I::: i ICI IF- 20' COMBINED SEW I O � c c �.:.: � 6 SSCO WATER EASEMENT Cf)I J m - :.I RIM TO GRADE co 1 6 GATE VALVE FLxMJ r� ��� �.�� IE 17.50 I•.•.•;•.::w:,.:• I � I � I I U THRUST BLOCKING ) :: I / I::N :::: 1 Cleanout I :: :: r 4J 114-1 0 FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 310.1 � - _ - - - - - - - - - : - -J::: :::I �, PER CITY OF RENTON STD 310.1 22 LF 6 DI CL52 SPOOL N .T' : 20 LF 6 DI CL52 SPOOL ::::::: .: '; . . -. : : SEE DETAIL 5/C5.10 -8 LF :12 'DI: CL52 r SEE DETAIL 5 C5.10 STA 18+26.9 16.7 Rt. Dk ;CLS� ::.:::.:::::::::: : ; . STA 12+01.6 (20.0 Rt.) 1 12 EE FL I ... . .. . „ ( ) r (PU BLIC).:. .1} 8 3 12 TE VALVES FLxMJ I 1140 " I :- ::}#F=8 .8 : ; o ... W THRU T BLOCKING W / Buildin C * I STA 11 + .1 (0.0 Rt.) S °45'55"w: 5:18' ■ - • ■ CONDUITS TO BE 12" CL R �: : :: I # SSMH - 54" + : I r J BELOW WATER LINE. DEPT = I::: .: :: :I - : ' : ; : ' : ' 'i°::I II M=21.88 CS 001 I s vc E RctP E-w 6.5'+ BELOW FINISH GRADE N - - - - - - - - _ I . IE=9.44 8"(IN)E 1 V H ONNECT EX SS H . ' IE=14.46 6"(IN)NW 1 12"x6" TEE FL r :. IE=9.24 8"(OUT)S ( ) I:::: : r :::::I i T EX 12 TUB V EX O.P.L. 1 12 FLxMJ ADAPTOR :. " AND 14" PETROLEUM LINES I _� m SEE CITY STD P 40 2 „ W = 1 12 GATE VALVE (FLxMJ) UST E RIM TO GRAD PROVIDE JOINT BONDING, TEST STATION I : : SEE DETAIL 11 1 6" GATE VALVE (FLxMJ) E=6.70 AND ANODES (DETAIL AND PROFILE ON \ I:N C5.10 ) SHEET C5.21 W/ THRUST BLOCKING CI ) p ::: : SEE DETAIL 1 /C5.10 rat m .:.: o n.. Cflr r I STA 18+26.9 (5.0 Lt.) I:::::: I *CONNEC `�' (1 COUPLING r o S DETAIL 1 /C5.10 I `` w o E CATHODIC PROTECTION o ::: r.:::: T > DETAIL ON SHT C5.21 '" N � STA 10+21.9 (13.2' Lt.) 2 ED S R/ NOTE: F-- r �� 71 C o WATER EASEMENT INSTALL NEW 12" WATER FROM EX 4 VALVE CLUSTER �� l m �m o ' °J IF EX STUB IS NOT INSTALLED AT CORRECT ELEV AS '" T r � �.5';.: 1 ;0' I;:;:::: ::::' 1►WI� > �' qLR : . L� : I SHOWN ON PROFILE SHEET C5.21 Ld 6-= FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 310.1 18 LF 6" DI CL52 SPOOL SEE DETA C5.10 STA 11+15.1 1�12"x6" TEE (MJxFL) „ In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: Call before you D;g.8-I-I or I-800-424-5555 UNDERGROUND SERVICE (USA) NOTE: SEE DETAILS FOR PIPE BEDDING, �� 10 UTILITY NOTES AND SPECIFICATIONS, AND ccc WATER GENERAL NOTES CONTRACTOR TO CONTACT SPU TRANSMISSION CREW CHIEF ROGER COX: (206) 399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. NOTE: ALL SANITARY STORM PIPE (SS) SHALL BE PVC SDR 26 OR APPROVED EQUAL NOTES: 1. MARK LAMPARD AT KING COUNTY WTD MUST BE CONTACTED AT 206-477-5414 THREE (3) WORKING DAYS IN ADVANCE OF CONSTRUCTION ACTIVITY ON KING COUNTY PIPELINE/MH. 2. NO DEBRIS SHALL BE ALLOWED TO ENTER THE KING COUNTY SEWER SYSTEM DURING CONSTRUCTION OF THE CONNECTION TO KC MH R18-12. 3. KC MH R18-12 SHALL BE UNLOADED ALL AROUND OR STRUCTURALLY SUPPORTED DURING CONSTRUCTION TO AVOID UNBALANCED SOILS LOADING. 4. ALL WORK ON THE KING COUNTY PIPELINES AND FACILITIES SHALL NOT BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY REPRESENTATIVE. 5. THE PROPOSED CONNECTION TO KC MH R18-12 SHALL BE PLUGGED AND NOT PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTO WATER PLANS REVIEWED BY: ABDOUL GAFOUR 1/29/16 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7210 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY - - PARCEL LINE ASPHALT PAVING � CONCRETE PAVING ��,:.`_.:�'::,••'', BUILDINGS � ®_ GRAVEL ROCKERY - _ CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE --SS POWER P p TELEPHONE LINE T T GAS LINE G G TREE �� WATER METER/FH ® STORM CB/MH L J � � I� SEWER MH/CO � � o OO • GAS VALVE/METER 9 0 kl 13 STREET LIGHT � o-❑ TITLE LONGACRES BUSINESS CENTER SW 27TH ST &NACRES AVE sw CONSULTANT COUG H LI N PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE � DESCRIPTION � 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET 03/15/2016 CSK-001 (change layer and color) KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL x 0 36936 GrsT>✓��Gti 10 W A� I�1 ANAL E � SHEET TITLE /NUMBER Utility Plan C5002 (1) 12"x6" TEE (MJxFL) W/ THRUST BLOCKING STA 12+01.6 0' Rt. Match Line -See Sheet C5.03 S-388303 W-388303 R-388334