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HomeMy WebLinkAboutzW-3883set--------- — ; 0w r CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared('_ . i LUNDEEN and has been entitled to reflect field verified in,er �\\ — — — I — of the storm,snnitaq"ewer--end-wzte —terns. -i \ — — rim elevations t IES US, INC m �� --_ 0 \ — — — — — COUG� LIN PORTER LUNDEEN, INC does not provide -aan - - - - - - _ ccu comple such information provided by \µ \ _C5 06\ _ T oL LIMIT , I I I IE: D : ,-L.4. r-1.0 \ A I... , - I� I tt tt tt 0 _ � a SSM H, o Ur s xpansion71 I o o — g i n I�Int liicti irh w I Itilitiec o .T COUGHLIN PORTER and rim elevations ert and 017. lee to the Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: _ Date: _ Date: _ Call before you D g, 8-1-1 • - • :• 160 or : 11 UNDERGROUND SCALE 1=80' SERVICE (USA) - Ex Right -Of -Way TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUG H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 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 KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL xo ti z Q 36936 � GISTER�j1 1�1 ANAL E � I SHEET TITLE / NUMBER Utility Overall Plan C5000 S-388301 W-388301 R-388332 Burlington Northern Railroad o W 5 v r 7 n 77� m w - N o � m cn r c 7u z m � V ALd -f-- cr, F, r_ F_ F m � � w r N _ N rci— _� w� co D� n _Ti w is r Cn n w zo o _c77 w c m r w co N�o w Cn N F m r Cn Cn w C w C L U) Q L w Cn Cn w C m r ,I C F1, F, F-i m IT Mn— I 1-1 - IMIT r �, o hoo INO°m FT�w TOP OF COMM C BOTTOM OF FUEL LINES 6' DEEP T OF COMM = 9' OR LOWER - SE GROUP HEALTH COMM VAULT (4) SEE 00M Jb * 6" CEDA ASPHALT Tract l As Recorded Under KC Recording No. 20151224900008 CONSTRUCTION RECORD DRAWING This construction7been rd '7anwate f AD file repared by COUGHLIN P Approved By: LU DEEN and has a teflec field evvrified invert and rim elevat ons Approved B of the storm, son sewer main systems. Field verified invert a d pp y rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide— any —warrantee- as tot Approved By: ac�uracy or completeness Lof such information provided by others; — Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) 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 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 0 G TREE Ave WATER METER/FH ® t STORM CB/MH L _J SEWER MH/CO � ) o OO • GAS VALVE/METER 9 0 b � STREET LIGHT o-❑ TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 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 KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL ti z Q 36936 "IS TV`,�,�1 I\\ ONAL E SHEET TITLE / NUMBER Utility Plan C5001 Match Line -See Sheet C5.02 W-388302 S-388302 R-388333 IFm 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 7 -11 7�0-, 1 -T, o D F— �O fir:: J �z mz 9 III J r --i Z1 cD J C 6' C N m m F— L � W I I C C F- �I IWI N C C J m m M r W m W F � J z O n C -D M C 6 O r F11 N — T1 m co m r I I M I i I Ij m I � C- m rl m co co m CL 0co II � o 0,0 N Nrzo F- M �Iz Im m� -11 m oM I r N I m C cn m M T m m Cn m I� - - - M -II;� Match Line - See Sheet C5.02 —11111111 11111111 11111111 11111111 IMF Iwpm —11111111, — T — — — — — — — — — — — — — — 6" SANITARY SEWER POC 6" SSCO _ _ IE=17.75 I RIM TO GRADE ® SEE MECH'L PLANS J FOR CONTINUATION .5' _� :0'. I „ , IE 17.72 20' COMBINED SO P All" 8 x6 WYE 6 SSCO WATER EASEMENT IE= , RIM TO GRADEIE 17.65 154 LF 6" SS @ 2.0% MIN N (PRIVATE) 6" SANITARY SEWER POC Building ' C' .1 IE=17.75 FF= 23.00 SEE MECH'L PLANS FOR CONTINUATION \ fN U U U 1 12"x6" TEE (FL) 2 12 GATE VALVES (FLxMJ) 1 �,° GATE VALVE (FLxMJ) W/ THRUST BLOCKING STA 41 +91.2 (5.0' Rt.) U U (1) 12" 22.5° BEND (MJ) I ' FROM ESMT (4) 4" COMM CONDUITS W/ THRUST BLOCKING '" FROM FACE o SEE DETAIL 2/C5.10 F CURB I:` I STA 19+78.3 (5.0' Lt.) Io:_ 4 4 C C T I ' :: : : I FIRE H RANT ASSEMBL _ PER Cl.OF RENTON S D 10.1 PO »� '. �II � I Approved By: Approved By: I�I _ Approved By: * I I Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: Irl CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. I I III II II O ILn U 4J III Ian LIMIT o Cn ICI IV) I JIVII? r 1. I J I I I III � I U M � I I CD ICI II 0 I I IM I z I o 'ml r I I I o III ICI I m - I I I I III �I �I I m I I I I II m ICI I I II II i I III I I I I CULVERT, 1 I IE E END 266 IE W END 1 .7Q I I I I �I r r �II � I Approved By: Approved By: I�I _ Approved By: * I I Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: Irl CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. I I III II II O ILn U 4J III Ian LIMIT o Cn ICI IV) I JIVII? r 1. I J I I I III � I U M � I I CD ICI II 0 I I IM I z I o 'ml r I I I o III ICI I m - I I I I III �I �I I m I I I I II m ICI I I II II i I III I I I I CULVERT, 1 I IE E END 266 IE W END 1 .7Q I I I I �I r r rl r Ir o F- Call before you � DO g.8- 1 -1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) 0 10 20 40 SCALE 171=20' NOTE: SEE DETAILS 2 4 10 FOR PIPE BEDDING, c5.11 c5.11 c5.11 UTILITY NOTES AND SPECIFICATIONS, AND 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 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 A�'(D 0 IV WATER METER/FH ® t STORM CB/MH L J SEWER MH/CO � ) o OO • GAS VALVE/METER 9 0 b � STREET LIGHT o-❑ TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 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-002 04/19/2016 CSK-005 CMU Footing Storm Conflict KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL °g, rE�� ti z Q 36936 � GrsTE�Gti 1�1 ANAL E � I SHEET TITLE / NUMBER Utility Plan C5003 Match Line - See Sheet C5.04 S-388304 W-388304 R-388335 NI � m I I C fTl 71 c M FTl m r Match Line - See Sheet C5.03 7 I I r : \ I u � 1 is I FIRE HYDRANT ASSEMBLY X\ PER CITY OF RENTON STD 310.1 19 LF 6" DI CL52 SPOOL SEE DETAIL 5/C5.10 bx STA 45+36.5 (13.5' Lt.) w 7 i \ (1) 12„ x6 TEE (FL) Building SDI (1) 12" FLxMJ ADAPTOR L - - J 1 12 GATE VALVE (FLxMJ) S C M b F F= 24.00 11 6 GATE VALVE (FLxMJ) W/ THRUST BLOCKING p STA 24+20.5 (7.0' Lt.) �... N I IF FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 310.1 A K\ j p - : m 20 LF 6" DI CL52 SPOOL SEE DETAIL 5/C5.10 W STA 24+20.5 (15.0' Rt.) :I 7, 6 SANITARY SEWER POC 52 LF " SS @ 2.8% IE=18.754 :: F 8"x6" 'WYE' RIVA E) SEE MECH'L PLANS FOR CONTINUATION ...�. .I IE=16.55 ::_I I 52 LF FOR 2" IRR SEE DI t- 15' WATER E E 6" SSCO 20' COMBINED SEWER/ RIM TO GRADE WATER EASEMENT IE 18.65 :;::: Cleanout (2) 4" PVC POWER CONDUIT I r o RPBA AND DDCVA TO BE LOCATED W •'�''N. I I I I I WITHIN THE BUILDINGS SPRINKLER ROOM 6 SSCO SEE MECH'L PLANS SEE DDCVA DETAIL c5.� RIM TO GRADE IE 18.65 is PROVIDE 2 HOLE DRILLED THROUGH WALL I : � : � : � : • :,,- I � Cleanout m I OF FIRE SPRINKLER ROOM FOR CITY S _ 6" SANITARY SEWER POC INSTALLATION OF RADIO READ UNIT FOR SS (� 1.7% IE=18.75 THE DETECTOR METER ON THE FIRE ; ::�::: i» cEoaR IVAT SEE MECH'L PLANS SPRINKLER DDCVA :: ' . ' I FOR CONTINUATION W cy b 4" DOMESTIC WATER �I:.:::: : ITER I SEE MECH'L PLANS : I �RKER I (4) 4" COMM CONDUITS I :: l \ m - � FOR CONTINUATION :I IRE HYDRANT ASSEMBLY 6" FIRE SERVICE W -s} 7 FROM EASEMENT C.L. o TRANSFORM :R :VAULT I: b ER CITY OF RENTON STD 310.1 SEE MECH'L PLANS .:::.:•. . " I 5�SPOOL FOR CONTINUATION I T 1 .0 Rt. WA L O NT D FD W )CVA SEE L SCAPE PLANS 5 m BACK LOW PREVENTION DETAIL 24 LF 6" DI C 52 - LF 4 DI CL52 (::::. . : R \ 3 PIV I: II SEE L SCAPE PLANS I ::::: I p FOR CONTINUATION .: I �-. - -- L- -- = - J I I 1 -LO:N .LL " - : --: nx LINE 49. Z y y EL. . L VAULT: UV=SZ : ::: ►A QW nHII :':'. i, ::3t:LF 10: D( :CL52: ::: ::: 86 :LF 1- DI.. CL52::: \ \ 1 \ ER COR STDs I : "' .0 (1) 10%6" TEE (FL) 1 10;;x6" TEE (FL) 3" WATER METER 1 12x10" TEE (FL) : •.\\ J \\ \ �' PER CITY OF 6GATE VALVE (FLxMJ) 1 10 ADAPTER (FLxMJ) W 2 12" GAT LVES (FLxMJ) ::': : :\ \ \ WATER �11) 10" CAP AND PLUG MJ 1 10" GATE VALVE FLxMJ SEE DE STDs L \ MARKE ( ) ( SEE DETAIL 11 1 10 G E VALV J) � �: � : � : � :\ \ W/ THRUST BLOCKING 1 6" GATE VALVE (FLxMJ) W THRUS BLOCKING W HRUST BLOCKI \ / c5. � ST 25+61 7 (4.0' Lt.) 1 10"x4 TEE I \ \ \ 1 10" GTE VAL E (FLxy..: 1 10" A PTER (FLxMJ) 1 5 LF 0 SPO L I : :.::I :: : :::\ : \ \ \ \ W THRUS BLOCK NG : :\ I. :;:.:.I A:::.:�.:..::A J A �v (4) 4" PVC POWER CONDUITS I \ ; : : : • :: \ \ \ \ SEE DETAIL 12 I ::::: I : I ::: •\ ` \ Z� \ I V:::::X� : • ::\ � \ \ �: \:::::::.:Z•::.\ J \ \ • ,U A, 00.I M INED SEWER/ \ WATER EASEMENT \ (4) 4" PVC POWER CONDUITS SEE DETAIL I:.:..:. :1 \••.. .'.'.\ � \ c / 15 WATER EASEMENT I Match Line - See Sheet C5.05 S-388305 Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. Call before you r .8-1-1 g or 1-800-424-5555 UNDERGROUND SERVICE (USA) 0 10 20 40 SCALE 177=20' NOTE: SEE DETAILS 2 4 10 FOR PIPE BEDDING, c5.11 c5.11 c5.11 UTILITY NOTES AND SPECIFICATIONS, AND 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 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 IV WATER METER/FH ® t STORM CB/MH L J SEWER MH/CO \ ) o OO • GAS VALVE/METER 9 0 b 13 STREET LIGHT \ o-❑ W-388305 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 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 KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL ti z Q 36936 O GISTIt 1�1 ONAL E SHEET TITLE / NUMBER Utility Plan C5004 R-388336 m F, c Rl I E U U 1 S :I L- - J REPLACE EX FITTINGS ANY PIPES 2 COUPLINGS-(MJ-) 1 10 LF 12" SPOOL U CONTRACTOR TO PROVIDE ALL EXCAVATION, MATERIALS AND SITE RESTORATION U U U U U U U U U U U C) C) - z m � 4 Match Line - See Sheet C5.04 — — — — — — — — — — — — — — — - C NNECT TO EX 12" T E (FL) — — — — VALVES (FLx J W THRUST BLOCKING SEE DETAI 1 /C5.10 STA 49+4 . (0.0' Rt.) 2 " w w C I C I C I C I C I C I C I C I C I C I C I C I C M 2 GV - L__ 3 P 3 T G S GA T W GAS - - - - 1 1 G�T GAS -- --- --- GA MOM 0�imn llWl� —M w m7 M L 0 J J W W 0 DEC -�- vm� � �TT GRS S t-U� 3 ----P zcnM �OnG o moo Cn GATS REPLACE EX FITTINGS AND PIPES �2� COUPLINGS (MJ) 1 10 LF 12" SPOOL CONTRACTOR TO PROVIDE ALL EXCAVATION, MATERIALS AND SITE RESTORATION I TITLE I: 1:. \ oc. *.*. '.'. ONGACRS _: . .. .. .. . I..N.. .. Kk — w w--- ' — 6 . BUSINESS CONNECT TO EX 12 WATER \ \ N � \ A \ wATE CENTER �1 12;; TEE (FL) \ \ \ MARK E 3� 12 GATE VALVES (FLxMJ) \' . .:. . \ o, W/ THRUST BLOCKING \ 0-' : : \ coo SEE DETAIL 1 /C5.10 :::::: :\ 066 \ STA 27+35.0 (61.0' R .) \ \ p \ r \ \ SW 27TH ST & NACHES AVE SW \ \ \0 \ CONSULTANT \ COUGHLIN ` PORTER 6 \ \ LUNDEEN \Q0-D \ Cn z ° \ \ 801 SECOND AVENUE - SUITE 900 \ \ \ SEATTLE, WA 98 104 g \ \ P:206/343-0460 \M CjF: 206/343-5691 74' W M \ \ A CONSULTING c c cC c c c c \� STRUCTURAL AND CIVIL c c c ` \ ENGINEERING CORPORATION �.. C C C C c o' C I C C C C \: \ J \ _ \JA` ISSUED: DATE DESCRIPTION V. \ 03/09/2016 BUILDING PERMIT RESUBMITTAL D o yX _ . o < : 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET �m \ 12/12/2016 ASI #7 a - o DEC -�•f4WR T 0 I �3 T 3 P T GAS TGAS G GAS - - - -GA W 3 _ WALK - T G - KEY MAP: GAS S-D - - - SD- GA T G �G GAS N M Uj -G vj M Uj v P-, - + SS SS U U o- (_)� . w z n(5o 0 V) SS SS SS SS SS 72"SS T SS 72„SS PROJECT NUMBER 0 51 72 0 o > � o0 Oakesdale Avenue cn F _ - DRAWN BY N � � c c o m m - SS r F_ SS SS SS - SS SS 108"SS - - - - - _ - - - - WALK --- J - E �P_ E — E----- w E - w D W E- E - - SS --- —SS---- o E ISSUE DATE Ss ----------- -----SS W PEE E E _ - SEAL E F P_ ------�—�� - 3 E E — P - - E E --------- _ 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. WATER PLANS REVIEWED BY: ABDOUL GAFOUR 1/29/16 WATER UTILITY SUPERVISOR NOTE: ALL SANITARY STORM PIPE (SS) SHALL BE CITY OF RENTON (425) 430-7210 PVC SDR 26 OR APPROVED EQUAL N�CD � rn Call before you g � D .8-1-1 0 10 20 40 or 1-800-424-5555 UNDERGROUND SCALE 1=20' SERVICE (USA) In Compliance W/ City Of Renton Standards CONSTRUCTION RECORD DRAWING Approved By: Date: This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations Approved By: Date: of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. Approved By: Date: COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. Approved By: Date: SHEET TITLE / NUMBER Utility Plan C152268-03 SAS 05/04/2017 C5.05 S-388306 W-388306 R-388337 II I II I II I �I II I II I LIMIT 01 ♦ � � � o0000 0 CD o ♦ / D ♦ //i/ F11 2„PW/ / I 8"IRR T � M M — - Oo�j ' �� Qa // / I I 'L pP / I � go o 0 0CC) ' LIMITp\S 0 I / UI I / �I m �CU� IT Ei6077jt EiND 19.46 IE 12" W END 18.84 On fig° �Q gcR'("�DOOoC7nQ 11AP =I** I � �I r I I r� i m i I I i woo 1\w\, ` ` � LIMIT � woo y i o 000�°o 0 000�00 og 0�0 0- 0% 00�0� Detention Pond ► Legend EXISTING REMOVE PROPOSED ' RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS - GRAVEL L — — — — — — — — — — — — — ROCKERY C = — CURBING 1iwi1 _ CONSTRUCTION LIMITS LIMIT own aftft 0000 � 11WI1 � ' WATER LINE W _ ♦ �W�� �.. STORM DRAINAGE LINE --SD SANITARY SEWER LINE SS 01 CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. The public and private storm drainage, sewer, water, and roadway improvements were installed in accordance with the approved plans and the documented field revisions, and function as intended. Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: POWER P TELEPHONE LINE T GAS LINE G TREE * 0 WATER METER/FH EEI STORM CB/MH � -1 \�L j SEWER MH/CO � � o GAS VALVE/METER 9 101 P T WATER PLANS STREET LIGHT 0_0 REVIEWED BY: ABDOUL GAFOUR 12/9/15 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7210 S-388307 W-388307 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 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 KEY MAP: 1 1''1;Mr.M00 PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL oL pET� 1O z 36936 O GISTVY- �I SHEET TITLE / NUMBER Utility Plan C5006 R-388338 _____ NONE NONE ______ Match Lne See SheetC501 ___________ _L Match Line See SheetC502 OIL JPELINE _ CONSTRUCTION RECORD DRAWING In Compliance W/ City Of Renton Standards MAR�ER� FUEL 121 F El FUEL This construction relcord �co y_"F�/�p f4w prepared byF-,Ck)UGHLIN PORTERF1 F1 Droved Date: _ LUNDEEN and has been entitled to reflect field verified invert and rim elevations ' of the storm, sanitary sewer and water main systems. Field verified invert and Approved By:J aim elevations were obtained by RYAN COMPANIES US, INC-in July--201. A —-COUGHLIN PORTER 1UNDEEI�INC�oes not provide any warrantee as otaie p� B B S S PO WE B 0' PSP&L PO ER EASEMENT, A�8602140883 B accuracy of CO pletene�S of„$UC �,informatlon, proVlded f�y others. E �— — �th-_-44� — — — —— prwgd 7 39.4' 30"ISS SS SS SS SS SS 30" SS SS SS SS s SS RI MH I� DITCH J I RIM 2248 — 30" RCP E-� a ���� SLOPE EASEMENT — AF 20131121000020 _ 00 II �m 10 Lr) W I W W IU W W - W zoom LIMIT ! ..:.. ••: . W Ir... W 98+50 : `;t':'•''.e NUMEN�I :-) (4) 4 COMM CONDUITS CULVER SEE PROFILE SHEET C5.21 Ir97+50 SEE DETAIL97+00 Ln Slow 96+50 96+00 — — - - - - T 95+50 _ — - - — - - - - mom 11W1� agow 95+00 - - 94+50 - - - 94+00 — - — - - - - - W 7th Street ID 15.71 SI ► Z_ 8" CPP E 12 59 8" CPP W 12.55 SD — — I -- SD SD --------- — -��— — �-- SD—SD------___------ — — —ASPHALT ------------ --rr J T'o�- I _ _ — -- — — — — — F-I V ASPHALT — — — — _3[-R FBR = — G E 18.18 — FBR 4"� 2" CPP E 15.08 FBR J _ mP FBR R FBR BR FL FBR _ ___L-_ 2" CPP W 14.88 �P FBR � CONC � 7 FBR IL �� FBR II 2 SD FBR SD mp ,7 �� SD FBR CB, TYPE 1 FBR CONC B. c�ni ID E %4 — SID SI FB� CONC FBR FBR 8" CPP W 17.65 2' �=� APPROX S. END GROUP HEALTH UV II _ � _ — — — K GROUP HEALTH UV-444 SLOPE EASEMENT (NOT FD) c, - --- � � uMl� � COMM VAULT 8 c� COMM VAULT - P � ,F 20131121000020 — FBA 000 moo � LIMIT w m � 3 � � LIMIT � � LIMIT ��w0° =� �T= � 0�no � � 11WI� LIMIT � � 11WI1 LIMIT � - -a _ _ �"""��^' � 11WI� � � � now llWll ►a� rao am11WI� momI IN-1 won am DEC. 0 I / 10" DEC. 16" DEC. / I / / II / I I / Q I II I I II I I I II I II I II II i R/C I iA 36798 I II I I I II I I II I I I II I II I II II Date: Date: Date: Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) womm SCALE 1"=20' AWN 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 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 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 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 KEY MAP: PROJECT NUMBER DRAWN BY ISSUE DATE SEAL QM POWER P p TELEPHONE LINE T T GAS LINE 0 G TREE IV WATER METER/FH ® fa t STORM CB/MH L J SEWER MH/CO � ) o OO • GAS VALVE/METER 9 0 b 13 STREET LIGHT o-❑ SHEET TITLE / NUMBER Utility Plan C152268-03 SAS 05/04/2017 C5007 S-388308 W-388308 R-388339 Match Line - See Sheet C5.02 Match Line - See Sheet C5.03 ...... .. F L FUEL i... I FU L FUEL FUEL FUEL r LOW POWER I ::' _..I 30' YMPIC PIPE LINE CO. GAS EASEMENT, AT 592/062 (AMEDED BY AF 6255972 FOR 2ND PIPELINE) - *CONNECT i6-€X " WATER _ — 1 12 C UPLI _ I 3 - � OPL E DETAI +::.. EE CATH Tl _ 7— I ' LOW POINT lo" - DETAIL _S ... �.. .� .. �1 :::: ::: • :.� .. \ �,,, 40.9 2' (72)75S FgR I I� I � � Q _kk I 4" COMiLrG "ITS C I SEE PROFILE SHEET .21 SEE DETAIL `n I C 511 U 22'E 4-J +00 t-A(X� L Z: �r �I ■ Q w� � FBR � tR �Z � P SS MH RIM 22.63 30" RCP E—W 4.2 � I .I 3D \ 41 _ 3"D 44 \ 101+�0 41 \ 3„D co C, \ .. 41 \ 0' POWE EASEMENT, Ay/ 20060 17000699 I �\ N. 3" D Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) ■ -Wft -,-' "p - CREW CHIEF ROGER COX: 206 399-2496 \ �*1 1, Opp S 26 0g ce T\ c v \' \ WITH A MINIMUM 72 HOURS NOTICE PRIOR P: 206/343-0460 �� I ��1W77 78., cpp SE20 20 06� 2„ cPp cc �ypE �s TO BORING CONSTRUCTION. AN SPU F: 206/343-5691 S,lipE � 8,5 T \ \ REPRESENTATIVE SHALL BE ONSITE DURING r I I �sP 288 3"D \ °? \ \ ALL WORK WITHIN SPU PROPERTY. A CONSULTING ��GROUP HEALTH UV-444 I I ��1W17 Hq�r%� ��s" cp e �qs �� v STRUCTURAL AND CIVIL I COMM VAULT I !SlkE 2" p E 2 E \ v RO/ Cpp Nw sa \ 3"D NOTE: ENGINEERING CORPORATION 1/W�NF 9 62 SO M y A ALL SANITARY STORM PIPE (SS) SHALL BE 7 2 PVC SDR 26 OR APPROVED EQUAL II II �� ��� ►1 i 8 .,cpAR� \\ ISSUED: �101 59 v v DATE DESCRIPTION 3"D SID �o �e \ \ 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE �I I CIOo vo��os�17 v v 07/17/2017 AS -BUILT SET X \ \ 3„D c \ \ \ A�0 \ c I 3'D \ \ \ � � \�o \ I I C�_ � �F c v v v v �c ors v KEY MAP: Cj I i 9A \ o�Xoo \ . S �•o I '2� L ° \ \ p \ V \ 6'�s I , 2 c --- I��cco�o A,A 3"D \ V A WATER PLANS =_ ----- ---- I CULVERT, 6" PVC v °/s � � IE E END 20.90 \ \ � REVIEWED BY: ABDOUL GAFOUR 1/29/16 I I SID S 9 0��� s \ \ \ \ \ WATER UTILITY SUPERVISOR I F �d 8� I CB, TYPE 1 F V �s V A CITY OF RENTON (425) 430-7210 a I CCn n I GE 23.83 \ V A I 8" PVC E 21.43 \ \ \ I i I cgs a g\ Legend I�m I \ \ \ \ EXISTING REMOVE PROPOSED I \ \ — — I CULVERT, 6" PVC RIGHT OF WAY PROJECT NUMBER C152268-03 V �, � � = IE N END 21.14 U3„D \ I CB, TYPE 1 c9 \ PARCEL LINE DRAWN BY SAS GE 23.18 S cn I 0 6" PVC N 21.33 I TRAFFIC uGHT ASPHALT PAVING ISSUE DATE 05/04/2017 iI q \ I ,� \ CONCRETE PAVING S � oL r•,. I SEAL I I o ssco 06 BUILDINGS n o I `" O ssco's m o �� ° GRAVEL �L PE� CD' I I Q ssco°° GUARD I SHACK �7 ROCKERY Qom' �--� I o Pie� �� F W� O II 0 o CONC ���� �y ��s CURBING ti Z ssco° o MECHANICAL BOLLARDS, ���' C), SSW Ki o GATE, ARM SOUTH o� �� CONSTRUCTION LIMITS LIMIT �'O ss93s \o O s� ,`� GrsTE�� ssco o SSW � �'- I o o s 'p ��' WATER LINE W ONAL � ; V CL� o I � I m coI CONC WALK STORM DRAINAGE LINE --SD— I I I GB' 23 P8 1 SANITARY SEWER LINE ---SS I ' I SHEET TITLE /NUMBER I I 6" PVC E 21.99 I POWER P p I TELEPHONE LINE T T Utility Plan I I I GAS LINE 0 G i TREE0 I I WATER METER/FH ® t PSI I� y i STORM CB/MH L _J l f I SS MH J I f l I SEWER MH/CO o • RIM 24.1 8 PVC E 14.411 J J � � � OO GAS VALVE/METER 9kl13 I g" PVC S 14.20 L S S 12" PVC W 14.01 C5008 I I 12" PVC N 13.91 STREET LIGHT o-❑ vv S-388309 W-388309 R-388340 E%ISTING VATER LINE PLAN VIEW TESTING DETAL 18 FT O NEW VATER LINE VERTICAL CROSS(NJKFL) FOR POLYPIGGING ONE BLIND FLANGE Ohl TOP WITH 2-TAP b 2-PLUG ONE BLIND FLANGE ON BOTTOM ONE N-0 PLUG WITH 2' TO b 2TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE ATE V) V/ CG`L BLOCK 3- HATE VALVES (NJ) 2- MUG SLEEVES MA OR RO-MAC COWLINGS 1- PLUG (CK V/2'TAP b TEMP, BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING. CLEANING BY POLYPIG. AND DISINFECTION. REMOVE TEMP. BLOCK b BLOW -OF b CONNECT WITH SLEEVE (NJ, L U.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING VATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.4 4 :{ DEPARTMENT CUT IN -LINE TEE & THREE VALVES MARCH 2O10 Renton Std Dtl 300.4 I Water Meter Connection FIRE HYDRANT SMALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALUON: M & H 929. MUELLER SUPER CENTURION 2DO, AND WATEROUS PACER WITH 6' MECHANICAL JOINT INLET WTH LUGS. 5-1/4- MAIN VALVE OPENING. TWO 2-1/2' HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4•' PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875' SEATTLE THREAD X 5' STORZ. ATTACHED WITH 1/a. STAINLESS STEEL CABLE. 1-1/4• PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DIM ACRYLIC GLOSS. SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REWIRED. MIN. IS- TO 20" BEHIND BACK OF CURB OR 12' BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB {.875 x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5•%5'%6' THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD B" TOP SECTION WITH REGULAR BASE EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION 2•� ® BACK OF SIDEWALK AS REQUIRED. CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE N-A ,_CONCRETE PLANTING STRIP J� STIMSONITE TWO-WAY BLUE REFLECTIVE 36' MIN COVER CONCRETE BLOCKING O CONCRETE THRUST BLOCK . - •P5 MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. „5 6" GATE VALVE (FL X MI) AWIVA C-509, RESILIENT SEAT 6CEMENT DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4' CDR -TEN STEEL TIE RODS. 16' x ' x " 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 84MINIMUM CONCRETE BEARING ,' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3• RADIUS I ONE MAN ROCK r 6' CONCRETE PAD r L 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 4 4 DEPARTMENT MARCH 2O10 Renton Std Dtl 310.1 Fire Hydrant Assembly i PROPERTY LINE 3'-O' _ NTURE fi" BUILDING SEWER PIPE 1 BUIIDINC SEWER \2 \ `TEE 3 It 6' STUD MARKING POST PAINTED 6'%8"X6" WYE WITH 8" SOE OUTLET SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER' STENCILED CAST IRON RING &COVER (WRAPPED AROUND THE STUDURND WIRE (EAST WORKS EXTENDED TO THE TOP OF THE STUD. CTNO. 0IRON OR PRODUAPPROVED EQUAL, SPECIFY SEWER" ON OD)' 6�OE SEWER BUILDING AND BUILDING SEAR (SEE SID. PUN 403.1 FOR INSTALLATION ONLY) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING ROD COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 60' ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRI 3000 PSI MIX py CONCRETE BLOCKING �! 15 kVN SLOPE 6' SIDE OUTLET TEE SEWER 6" MIN, MAIN SEWERMAIN CONCRETE BLOCKING ANGLE F EE MAIN TW N NO 45' TYPICAL SIDE SEINER UNES LE USS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. -"&,,. 11-1/4' BEND 22-1/2' BEND 45' BEND -EAn IV CAP TEE �IBEND S \I t1 ) ! `4 RUai BLOGK O ME= IFACE OF a�dJO&rtEO ME RED NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER MAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY ME ENGINEER. 2. ALL 8LOCIONG SHALL BE POURED IN PUCE AGNNST UNOISTURBED NATIvE GRWND- 3. ALL POURED THRUST BLOCKS SMALL BE BACKFALED AFTER MIN, I DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRDhFN. 4. ALL BLOIXING SHALL BE CONCRETE CL 5 (1-tyY)- 5. BLOCKING AGAINST FITTINGS SMALL BEAR AGAINST ME GREATEST FITTING SURFACE AREA PGSSBLE. BUT SHALL Not COVER OR ENCLOSE BELL ENDS. "NT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 4®{ DEPARTMENT HORIZONTAL AND DOWNWARD - VERTICAL BENDS MARCH 2O10 MRUST BLOCK BEARING AREA W SQUARE FEET (SEE NOTES) FOR HORIZONTAL SANG CpWACT SAND k GRAVEL AND DOWNWARD VERTICAL BOLUS Sol. FlRsf SILT OR COMPACT Renton Std Dtl 330.2 Concrete Blocking For Bends NISHED GRADE ELEVATION 3 FT MIN. COVER (TO -INCH DIAMETER AND l/NDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: TEMPORARY 2" GALVANIZED PIPE AND 2' GATE VALVE FI INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 512E OF VERTICAL CR055 SHALL BE THE SAME A5 SUE OF MAIN TINE VEFDCAL CRESS (MJ % FL) ONE BUNG FLANGE ON TOP OF CROSS WITH 2' TO & 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFT ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG) ONE BLINp FLANGE ON BOTiOJ OF CROSS ONE PLUG (W) ON ENO OF CROSS CONCRETE BLOCKING NL DEBRIS AND PoLYPIGS SMALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER WIN PUBLIC WORKS � POLY PIG STATION FOR CLEANING OF `9N � N DEPARTMENT WATER MAINS MARCH 2O10 Renton Std Dtl 330.3 Concrete Blocking For Fittings ALL 90' TURNS SMALL BE ACCOMPLISHED BY MEANS OF A WYE MM CLEANWT AND 45' BEND. TWO 45' BENDS SHALL NOT BE 4" BEND AS REWIRED (NO MORE ACCEPTABLE. (SEE NOTE 11) MAN 45' BEND). EVERY 2N0 4" f1EANWi WYE MM CHANGE IN DIRECTION ON GRADE 46' BEND AND PLVG- WILL REQUIRE A SURFACE I (SEE NOTE 11) CLEANWT WYE. (SEE NOTE 11) � HOUSE p�5 SI HOUSE gl MOOSE g WWSE i4C 3-D" MIN_ SURFACE CIEANWT 4•• SURFACE a {" SEINER PIPE (TYPICAL) 6"x 8"x8" WYE (SEE S1p PLAN - apT) IXEANOUT + - WYE I4„ 4" ZEST TEE WM rPLUG 4" SEWER PIPE, SEE NOTES 2 AND 3, MINMUM LANE 512E FOR WYE WIN FACE UP DINER MAN SINGLE FAMILY 15 6" PROPERTY LANE L CLEANWT (TYPICAL) LANE ]' MIN. 1e '0 1e 8"x 4" REDUCER u -PROPERTY jfi E' ('TYPICAL) c MAN SEVER LANE NOTES: _ c If ME BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prbr to Inaldldtion of o awllpry sewer tmnwtlon, o aide -sew« a ROW LEVEL RWS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKROW PREVENTION permit moat be WrMased I- the City of Renton Public WOM1e DepwMmt. OENCE SUCH AS CLEAR CHECK EXTENDABLE BACKWATER VALVE W APPROVED EQUAL SHALL BE INSTALLED. 2. Typaa of pTe and Rtinga fool ten IN, ueM Ili, wnllmy rowers Mdl be approved by the Department of PuDlk Wwva MDb« w m necprene 9pak<la 11 apeciflM DY Ins mono/acturw. Mdl be (, 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) used m 1oMta . � j9 SURFACE ttEANOUT 3. A mn'vnum grade IT 2% (1/4" Pw fwl) must he maMlaed c'. . •. WYE with 4• pip.. m it. . ant a zX Vol. a rrot D. mpbmb.a, IN. x moat algn a City of IT -grade relsaae tam vne tow 4' PIPING can Inatdl 8' Dq)e of a gage IT 1X. BUILDING DRAIN FOR 4. Far kspectiy al WHe sewer, call 21 nwre n a0wnca The LOW ELEVATION HOUSE Nspwtlw pnme numbw la on the aWa awx Dermlt Slte mast be reaar 1w inweD6on one 1aprsaenla6w w «Is wow N,apecty1 m apt wvomlea mn<. sloe sew wa ales Mall be tsetse p« City ape<igca[bna, Make the cwnwNw at the MAIN TO PROPERTY LINE 5'-B' 5'-0'• house. Oo not hockfla the tlitcM1 ontl Opprorol k given by the PROPERTY LINE FROM ME HOUSE BUILDING DRAIN ngDwlor. Foal opprorol wW be granted Oltx the exiallnq aeptk SIDE SEWER BUILDING SEWED 3'-0"YIN. 7_6" tank nog Dean Dumpw at one Nletl with gene. er ova. over ' 5. Instal vas sew wim 2' minimum c 18" c N allowed p[ ma naW se If wtlet is andlov. �A wn 6. I/ abe stub is not arolable. Theo x Mall De regponalDle Iw it, kaldldlion ps alandmd tlraalnq 406.1. All wimp glt-or-war Mal be acne by p Raengee mta ngno-pccm. .� Dpnaea cpn.eet c4 c Q•� �m� nq A�o„r � T. al work Mall accwn ba pivhad in ccartlan<v owith W'aa Ins ninglw �� $ A� 11-hidSalelY and Hedlh Alt.(MSHA) B. All o-wcn ..atmptkn II, :M. aawen b the PuDfrc ngnt-pt-ropy Mdl canlwm he the mat current Irencn rwmrolbn m rpulremenle os n the Renlw Stondwtl Drawngg. 9. AR Dup4Mq Sawa and side aewen MdI Haw Dedalnq In accordenca wim alandard roving d405. A� lo. row Mal be p min mom to rat nwiawla aeParotill between wnitary sloe gewwe ana water gwvicss ana a mNlmam s Tool nwizontd awwtkn between gennpry gigs xweng ana WL otnx ulllltbc n. me demwt It the Riytl-of-ropy anon be matdlea - CALL FOR LOCATIONS BEFORE YOU DIG stmame elan 407. Ins dwnaut al me Du-9 MINI be 48HR LOCATORS 1-800-424-5555 Inatalee m wnace 9rme. All omen dem,pata Mau be n.mnea to wimn 12- of the wAace. PUBLIC WORKS e®e TYPICAL BUILDING SEWER FROM PROPERTY LINE TO STD. PLAN - 408.2 DEPARTMENT BUILDING CONNECTION AUGUST 2013 7 Renton Std Dtl 300.6 Poly Pig Station r yvAT PPMc PPNp 1-1/2" AND 2" WATER SERVICE DETAIL w � N UNIMPROVED � CAUTION: VALVE BOX SHOULD NOT REST ON TO 11 1 RIGHT-Q-WAY INSTALL METER rc PIPE. LATER COMPACTION IN AREA Of VAIIE BOX 80% AT PROPERTY LINE WITH COULD CAUSE IRE BREAKAGE OF ME SERVICE. 2" LONG COPPER TAILPIECE g ;• 2 YA%. 5 4 � � IFAVE EfIP(IYD awl 9,$ 12' SEE O' REIRVICE "MR LOCATED IN SETWEEW F III- ... "' V `BASE�TO SUPPORT A - A VAULT. DRILL Y DIA. XOIE FOR 1WCHPEAD DEVICE WICK -JOINT CWPUNC a MAT CASs IRON OR DUCTILE IRON WATERMAIN T-,/T' MIN. FROM NEAREST NOW: AND FRONT EDGE OF AT UD ME LIMIER OF THE HOLE MUST BE AT LEAST 1• FRgI UNDERNEAM RIBS UNLESS THE RIB SPACING ALLOWS ME NUT TO IIGHIEN AGAINST THE OPEN Renton Std Dtl 320.2 1- 1/2" And 2" Water Services I- W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) -\ I FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 959. MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-Oa OF THE STANDARD SPECIFCATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL WITH A SAND CONTENT EQUAL TO SECTION 9-03.12(3). 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LANE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS PIPE BEDDING I STD' PLAN - 405 e � e DEPARTMENT FOR SANITARY SEWERS oc'roHEa 2012 I* 7' I Renton Std Dtl 405.0 Pipe Bedding MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS -POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE 312E - 'E' CONCRETE SHELF .v-'•n - PRECAST BASE SECTION OR CAST IN SHELF. ll' } NOT TO SCALE 4B" MH 54 MH 60" MH NOTES I. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WTIN A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY- BRICKS SHALL BE STAGGERED TO CREATE A RUNNING HOND OR 1/2 BOND. THE USE OF SHINS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NTH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL, 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6- AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRACE IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ) STD. PLAN - 400.1 e PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 'A• 'B' 'D' •E' 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" 8" MIN. 5.5" MIN. 24- MIN. 24" I.D. 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: Date: _ Date: Date: _ *5- (1/8) RECESSED LIFT POCKET Not to ScDle FRAME � �• - 11 N.C. SOCKET HD SCREW 1 Y{" LONG 2'-0" DIAMETER 2'-0" (BRONZE OR 5.5.) YJ" x 2' RAISED PADS 8" CLASS "B• SAND OR ASPHALT EXPANDABLE FOAM 12 Yi 14' WATER TIGHT �• PLUG 45' (1/8) BEND 2• %• �1x 6w 2• � 11 • �'P 12 Y," 14• CAST IRON RING AND COVER p• PIPE MATERIAL AS SPECIFIED G� BY THE ENGINEER BEND MOTIFS: 1. 6' AND 6' CLEANWTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3696 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-O' THICK, 2'-0• SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 409.1 � DURING WORKS 8 OR 6 INCH CLEAN -OUT a e � { DEPARTMENT FOR SANITARY SEWER MAINS 8 Renton Std Dtl 403.1 6" And 8" Sanitary Sewer Clean Outs RENTON SEWER BOLTHDLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mM) OIA H.C. (SEE DETAIL) COVER &FRAME PLAN VIEW 25' DIA. - C635nn]- I' 3/4' � r �25nm] [19mm] �1 lL I� H 3/4' 2 I/2' 1222nn7 164mN7 TYP COVER SECTION VIEW COVER BOTTOM VIEW (F 3) BLT SOC. (ALLEN HEAD) 5/1-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2' DIA [673nn1 DIA [641-1 1 1/16' lie 1 1/16' V4• ,6nN DIA C27mM] [271nn] NEOPRENE GASKET 1 6, s' E152mm1 (3Hn1 R3nn] C156-3 23 3/8' DIACS94 L3L OPEN GASKET GROOVE DETAIL 27 5/16' DIA [694Nn1 34 1/8' DIA 1867-1 NOTES' FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). 0 PUBLIC WORKS MANHOLE FRAME AND COVER STD PLAN - 401 (+ + DEPARTMENT DECEMBER 2008 TITLE LONGACRES BUSINESS CENTER SW 27TH ST &NACRES AVE sw CONSULTANT COIJGHLIN 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 KEY MAP: I ice' 1 1­1;Mr.M00 PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, z �Q 36936 � � GIs Eg ���� •/�'�/{f/�, � �� Ol SHEET TITLE /NUMBER Utility Details Renton Std Dtl 406.1 Side Sewer Installations Renton Std Dtl 406.2 10 Building Sewer Connection S-388310 W-38831 0 R-388341 UPPER UTILITY PIPE LESS THAN 12" CLEI PACK GAP BETWEEN W/ 6" THICK ETHAF( LOWER UTILITY PIPE EX SURFACE N// NEAT LINE-J NEAT LINESr� J Y U w m Q ACTUAL SIDE --' ID SLOPE BY o o� CONTRACTOR oono oono MINERAL AGGREGATE PERK SEATTLE STD SPEC 4-01 TYPE 9 FOR RIGID PIPE 3'-4" TYPE 22 FOR FLEXIBLE PIPE 1'-3"ID & SMALLER o 1.51D+1'-6" Q o '-6"ID & LARGER U CC 1 x= UJ w� NOTES: TYPICAL TRENCH SECTION X N 1. A= 4" WHEN ID IS LESS THAN 2'-6" (SEWER & DRAIN) A= 6" WHEN ID IS 2'-6"OR MORE 2. FOR CLASS D BEDDING EXCAVATE FOR BELL NTS NTS Ethafoam Pad I Pipe Bedding 2 WATER PLAN GENERAL NOM Standard Plan No. 300 I. ALL WORE[ AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDMON OF THE {31Y OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPEOFICATION5 LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CDNSTRUCTIGN. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1 4Z4-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, ARID "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SrrE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS S2 PER AWWA C 151 AND C 1134. PIPE JOINTS SHALL. BE PUSH -ON OR MECHANICAL, JOINT. CAST IRON OR DUCTILE IRON PIPE FrMNGS SHALL BE CLASS 2W AS PER ANSI/AWWA CI10/A21AM2. ALL DUCTILE IRON PIPE AND FITTINGSSHALL BE WRAPPED WITH &MILBLACK, TUBE-TYP€, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS, 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAM ETER OF 30-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 6D INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CTTY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTIUTY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE AWUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVEPL PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SI2E OF PIPE USED. ALL TRENCH 9ACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD {MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND85 PERCELVTMDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTIONSKALL BE 95 MDD. S. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITYOF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS TOR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADRNTION TO ODNCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEER FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8, NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR = MINUTES WITH A MAXIMUM OF S PSI PRESSURE DROP DURING, THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PREMURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAM PLES SHALL BE TAKEN FOR PUR ITY TESTI NG BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF AENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. S'ITL. PLAN - 300.0 a PUBLIC WORKS WATER PLAN GENERAL NOTE$ DEPARTMENT k9AliC][ OiI� NTS 10Water General Notes Water Utility Notes And Speckations 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M&H. REGISTER SHALL DE TOUCH READ PIT uD d" POST INDICATOR VALVE (TR-PL) AND BE INTELLIGENT COMMUNICAT10N (MJxMd) PAINTM BLUE ENCODER TYPE (ICE). METER MUST READ IN 2-3/4' SHACKLE ROCS PER CITY CI1- FT. OF RENTON SPECIFICATIONS 4" 90' PENO (MJ) 4- 90' BEND (MP) INSTALL IN TEST 13 LF A" D.I. PORT A 2'•x2" TEE (MJNFL) 12 f BRASS NIPPLE VATH w GATE VALVE (FL%M J) ti 7'-D" J A 2- RESILIENT z SEATED BRASS GATE MK LADDER *Ta VALVE AND 2" PLUG. #" FLxMJ ADAPTOR PE OSH:2 T BARS 111 4' FLxMJ ADAPTOR -4 4" or 6' 0, To 6UiLNNC' FLOW - EPOxY NON -SHRINK ti`,.• GROUT 2'-7P�%7NNG,, ;;`ti_.: d- TEE (M,h,FL) WELDED STEEL COLLAR PRHVAIE TOUCH READ PIT LID SENSOR MOUNTED ON PHPING STEEL PLATE COVER 7HROU014 2" ❑IA.DRILLED HOLE IN COVER_ LOCATE HOLE 2W MAN BLOCK FROM CDGE OF PIT LJD AHD RIBS. 4" TEEUIRED WTH (FL) SHACKLING TO TEE PRECAST CONCRETE VAULT WITH 2 S"x3" HINGED STEEL PLATE CODER. W75rDE DIMENSIONS 4'-8"xT-0" (EOUAL TO PIPE INC., OR UTILITY VAULT MTN sfmus maDU 520M RADIO 57-7L-B, 2 3'xS OIAUCND PLATE DOORS) REAG PIT SCT SENSOR MOUNTED ON STEEL PLATE TWO PIECE n�CAST IRON VALVE 1�X10 6-,4L OR 3- GATT: VALVE (FLxFL] COVER THROUCN 2- 01A. EQUAL TO yyYMPIC FM14DRY CO. NON -RISING STEM VATH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8' TOP SDCTI€]N, VATH EQUAL TO MUELLER CO-A-2360-6. REGULAR BASE SECTION LENGTH TO Fl- 6" OR 4- MxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 1-6' LONG VATH COLLAR 20" FROM P-E. ECUAt TO THOSE SUPPLIED BY PACIFIC 3 4. VALVE NUT EXTEWSION IF REQUIRED WATER WORKS CO. INC. (DWG BR46/PAGE BOW) ,. 6% #" OR 3" "TE VALVE x 3 v + MuELLEER0. A 2300-20. I , WAI_ TO I ;ti r • TO 9uIwING � HYBW 12" AROUND CITY PRIVATE• I M PIPING PIPING 6` OR 4- PCxPE CEMENT LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. V.4' OR 3' COMPOONO WATER METER (FL) EDUAL TO OMNI C2 COMPOUND METER FOR 3. METER. REDUCE AT METER WITH 4"K3' FLxFL CONCENTRIC REDUCER. ZADJUSTABLE STEEL 6' OR 4' FLEMBLE FLANGED PIPE SUPPORT COUPLING ADAPTOR, ROMP -- STANCHION BOLTED OR APPROaED EQUAL. TO FLOOR GENERAL NOTES ALL METERS AND BACKFLOW PREVENTION IDEVICE COMeINATIONS ARE NOT SHOVN OR INCLUDED IN TkE STANDARD DETAIL DRAwTNGS. IF YOUR PARTICULAR COMBINATION 15 NCT SHOWN, AN APPROVED DRAwTNG WILL RE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION, THE PRINCIPAL REQUIREMENTS REGARDING VAULT SATING MM THE LENGTH OP PITTlNGS 0TR THOR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE V,WICUS STANDARD DETAILS) NOTE: DEAUMAN BLOCK SHALL BE DESIGNED AND INSTALLED SD IT SEARS AGAINST SUFFICIENT UNDISTURBED EARTH 50 AS TO SUPPORT THE DESIGNED THRUST. Y PUBLIC WORKS 3", 4" & 6" C0MP0L.IND DOMESTIC STD. PLAN - 320.4 DEPARTMENT WATER METER ASSEMBLY MARCH 2010 Approved By: Approved By: Approved By: Approved By: (Note Cont.) In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD x 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATER MAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATER MAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS' PRIOR TO DISINFECTION. THE 'POLY PIGS' SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG' ONLY. 17. 'PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED INTHE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. NTS Utility Notes And Specifications 4 SAND FILL ITS (4) 4" Communications Duct Bank 12 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL 1 O z 36936 GISTEgCy� OVAL SHEET TITLE / NUMBER Utility Details C50 S-388311 W-388311 R-388342 PIPELINE WIRE CONNECTION, F SEE DETAIL THIS SHEET ANODE WIRE C° I GALVANIC ANODE PLAN ONE PIPE DIAMETER (MIN) 2'-0" MAXIMUM THERMITE WELD CAP SEE NOTE 4 (TYP) WIRE SIZE VARIES, TWO WIRES REQD FOR TEST STA INSTALLATIONS ONLY TI IrF1111Tr Illrl n /�AF1 �T\/F1W Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: Date: _ Date: Date: _ ION, TYP IS SHEET TITLE LONGACRES BUSINESS CENTER PIPELINE WIRE CONNECTION, FILE OR GRIND WELD AREA SW 27TH ST & NACHES SEE DETAIL THIS SHEET TO BRIGHT METAL I I AVE sw ANODE WIRE GALVANIC ANODE ELEVATION NOTES: 1. ALTERNATE ANODE PLACEMENT ON OPPOSITE SIDES OF PIPE 2. LOCATE ANODES 2' MINIMUM FROM OTHER UNPROTECTED PIPES. 3. INSTALL ONE ANODE ON EACH LENGTH OF PIPE AND ON EACH FITTING. NTS Galvanic Anode Installation NTS Not Used 5 THERMITE WELD WIRE CONNECTION STEEL OR DUCTILE IRON PIPELINE NOTES: 1. COPPER SLEEVE REQUIRED FOR THERMITE WELDING OF #10 AWG AND SMALLER WIRE. 2. USE COPPER SLEEVE ON #2 AWG JOINT BONDING WIRES. 3. WELDER AND CARTRIDGE SIZE VARIES ACCORDING TO WIRE SIZE AND PIPE MATERIAL, CONSULT WELDER MANUFACTURER FOR RECOMMENDED WELDER AND CARTRIDGE. 4. COAT WELD AREA AND FILL RECESS ON THERMITE WELD CAP WITH COLD APPLIED COAL TAR MASTIC AND APPLY CAP TO WELD. NTS Wire Connection For Steel And Ductile Iron Pipe NTS Not Used z 1* I I ILI\IVII I L TYLLU TTII\L I.VIIIILI.I IVIV `I I F J SEE DETAIL THIS SHEET NOTE: 1. TWO BOND WIRE ASSEMBLES REQUIRED AT EACH 16" PIPE JOINT AND ONE ASSEMBLY ON SMALLER PIPE JOINTS. 2. PUSH —ON JOINT SHOWN. BOND SIMILAR FOR FLANGED JOINT. NTS Push -On And Flanged Joint Bond CITY GINNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED 1 MA%PIPE LENGTH FROM PROPERTY LINE To D TO DDCVA MUST NOT EXCEED SO FEET ® © •©�4 CONCRETE BOLLARDS 1 FT MAX. 13 12 11 DDCVA MUST BE INSTALLED IMMEDIATELY AFTERt- PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROOM W WHICH DDCVA IS LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. B. HAVE A HEATING SYSTEM (40- F MIN. TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA 0. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVS. A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR RENEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. 1. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) 2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH 5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6, 18- LONG SPOOL (FL x PE) T FLANGE COUPLING ADAPTOR S. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. ADD WIRING IN ACCORDANCE WITH L & I 10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH "SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. STING TYPE GRAVITY CHECK VALVE, FLANGE NTH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS. LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS V FLARE TEST COCKS WITH Y4" FLARE CAPS. BU DSIG WALL - • M Me)© O �,1 i i PERIMETERS OF MINIMUM CLEARANCES TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY 'DO NOT BLOCK ACCESS" STANCHIONS BOLTED TO FLOOR. ~ PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 + DEPARTMENT LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY MARCH 2O10 iED 3 NTS NTS City Of Renton Std Plan 360.5 I Not Used 9 Not Used 10 3" And Larger Detector Double Check Valve I #12 AWG STRANDED COOPER WIRE W/THR INSULATION PROTECTE UNPROTECTED PIPE UI\LJJLI\ JIILL JJ VI\ I\OMAC STYLE IC 501 INSULATED NYLON SLEEVE COUPLING FOR D.I. PIPES NTS Insulated Flexible Coupling FINISH GRADE 1'-6" SQUARE CONCRETE SLAB 6" THICK NEW OR PROTECTED PIPELINE TERMINALS 1—#8 AND 1—#12 AWG COPPER WIRES WITH BLUE INSULATION #12 AWG COPPER WIRE W/ BLACK INSULATION NEW OR PROTECTED PIPELINE 0 EXISTING OR UNPROTECTED PIPELINE TERMINALS CONSULTANT COUGHLIN PORTER 4 Lu NDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: 1—#8 AND 1—#12 AWG COPPER WIRES DATE DESCRIPTION WITH GREEN INSULATION 03/09/2016 BUILDING PERMIT RESUBMITTAL EXISTING OR UNPROTECTED PIPELINE WIRE CONNECTION (TYP) SEE DETAIL THIS SHEET O INSULATING JOINT — SEE DETAIL THIS SHEET NOTES: 1. INSTALL ALL TEST WIRES IN 1" PVC CONDUIT WITH GALVANIC ANODE 24" MINIMUM BURIAL DEPTH 2. INSTALL GALVANIC ANODE 1'-0" BELOW PIPE INVERT AND 1'-6" FROM EDGE OF PIPE NTS Type FI - Flush Mounted Test Station 8 Not UseNd 12 KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL pE v z 36936 GISTEg�Cy�� ��� SHEET TITLE / NUMBER Utility Details C5012 S-388312 W-388312 R-388343 ASI 7 0.188 SMALL BRACKET ALLIM. ALLOY 6M3-T6 - BNC LQGCeCLT td2- I8-$ S.S. FLUSH - TARMED ALUM. POLE G.1S9 We' IJ- ALLOY §053- Tf- SATIN GROUPIn FINISH 97L A5 Rf4UIREQ 4--1 /22' SLIPF;7EM 5'-9" RADJUS t S. 2 Y- 3- ,yril-�R C303._ �• S14AFT 35'-Q 40'-,Y "'-5' H7lFFQHC7L� 4"xfia aPLNIPV,' W/COVER 'AND SS. SCREWS a' 0-0, RASA it ANCE ALLOr 356-75 mvI l GROLIN11 Liju HOST COVERS de 5,5. S�2E15 I--,1 TQ 12' # CIA. 8GLT -- CIRCLE # 1 /z" or T]i�,L! MOVE 4' CONCRETE PArj FINISHED GRQE 4 fl- ANCHOR 13OCTS PATH NU75 �. AN' WA KE S sq£D. PLAN - 115 * # )?QBLLC N RKS STANDARD 2F - d0' DAVJT POLE - rain DEPARTMENT � 11 { e�'F 44OU N TIN G NE:6H i 15 F-tF-T INSTALL IDECAL RUME3ER5 VERTic.ki-LY. 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F4 R5 ,'17C• 121 9 09C 0511 2M 25351- 11j t195 11y11 -1 Dob T6C 274 lUC 295ri1 400 4.05 C',99 23799-- 122 ago UT-1, 0Uri 05D WI 2705F 1,14 a long 2ya Mai 118 995 09U NeLi Infant r scum vravr Ls hneadof ndmirallyetrmeatp. irdvdualfLyure parhr-unm mrr*arrSPKT1I;L*ft1UNeCL ID t Nngo wrlllUd roan To ndculito Oet1D It, a Ldmookaiv d Spr Jin M MUmirly Md LLFQ 51C Whar rnrwpwfarnanr•.epa[kogp lahlol nr rho- L10 �uhrplorFar-N sploolod tr'rrrp"Wre 1lmerl electric PLC I ASI 7 V"jLrnty F4rparinrWdmrrprtr carudete wrrrol(y'rKnskC91YU et rx>,v[uil,�irV,tsYbnri,xi96�rgi F9rCUlidi'Ta�lra rm GOPMMI.NL'7a TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL 12/12/2016 ASI #7 KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �� oL pET� i� 1O z 36936 GISTV'y- IV'A ONAL A I� SHEET TITLE / NUMBER Utility Details C5013 S-388313 W-388313 R-388344