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HomeMy WebLinkAboutzS-3807SetREFER TO RECORD " 20LF 6 0 PVC SDR35 O 2.096 - i DRAWING S-0344 FOR FURTHER , FU DETAILS j I - - j, v 5 6 11 ,� PYC SDR35 • 1.5% �- L � SSMH j STA: +95 117.00R RIM: 3 IE IN: .00 6" (S) PLUGGED IE OUT: .95 8 (W) EXIST. I SS SS F 6*0 PVC S 5 � ' S 8 Aw INTE �i _ A: 10+04.15, 148.158 ' RIM: 39711 IE OUT: 3 .03 fi ) 23LF 6" DI CL52 0 1.5 GREASE IN IE: 394.04 6" 6LF "0 DI CL52 0 2.0% j IE IN: '• O i �' AREA DRAIN w 6 0 DI 4 ST 1.10, 186.69R(D m Cn RIM: 396.68 Q i' z �I IE OUT: 394.41 6" (NW) Z 1` SSCO 2 9 O TYP. # v Q i STA: 10+22.249 1 T3.80R f J RIM: 396.67 .. m 0-0 vi CL j - Jj Jj , 0 UTILITY CROSSING i- rt77 SS INV: 394.34 z SD CR. 392.49 I W 32LF CO DI CL52 0 1.5 W SSCO #3 � I I I � :........ STA: 10+52. � 1, 175.138 RIM: 396.95 i- IE: 394.61 6 I 0H 8 Gt I I U EE EH- E� 26LF 600 DI CL52 0 2.0% "� I 1.25' SSCO # V, BUILDING SETBACK LIME STA: 10+52.45, 1 1.1 9 3R , I, I 1I I IN: .94 PRO l APXIMATE LOCATIONI � E: 3903 6" I - OF 10 WIDE STORM 1 ` L EASEMENT REC. N0. J I I 8312150539 EXC. 10. I t I TO BE RELOCATED. �- I I 1 I I I I i I I STARBUCKS BUILDING � I � 2)16� SQ. FT. I I li1I � I , I iI DS i 'all� (T ■ �---- �-------------/---� L « i i 1 � I I j 112LF 1-1/2"0 HDPE U11UTY CROSSING FORCE SERVICE UNE SS INV: 392.61 SD CR: 389.73 GRINDER PUMP ;. IE OUT: 391.10 2" (W) `` GRINDER "PUMP r IE IN: 390.42 6 (SW) 18LF 6w0 PVC 'SDR35 0 2.t - 1 LF 6"0 PVC SDR35 0 2.0% SS SSCO #6 STA: 10+33.22, 45.85R 2 RIM: 394.22 IE: 390.67 6" 1 LF 6"0 PVC SDR35 0 2.0% S_SCO #5 STA: 10+38.901 50.558 RIM, % 394.32 E: X0.81 6" 9 TYP. 11 LF 6"0 PVC SDR35 0 5.7% L7 v F 8 - III ----- -- i, SSCO #4 SSCO #7 Sf A: 10+48.92, 49.81R STA: 10+52.88, 32.97R RIM: 394.96 RIM: 394.96 I E: 391.40 6" I E: 392.80 6" I I \77 TACOTIME BUILDING I I I 30 9 -(Zr) FT I f I I fi r^^ S PROPERTY/BOUNDARY LINE 2LF 6'f r 2 0 ? EXISTING CONTOUR 210 PROPOSED MAJOR CONTOUR E OR SS OUT: 392. (I SANITARY SEWER CLEAN OUT INTE I LA I � F -i I I it ,I AREA OFLANKET CONTAM" FJ 0 10 POWER EASMENT REC. 3 NO. 8308120632 EXC. 9 '7' �) Imo, 0 0 0 5-38010 10 5 0 10 LEGEND r^^ S PROPERTY/BOUNDARY LINE 2LF 6'f 5 2 0 ? EXISTING CONTOUR 210 PROPOSED MAJOR CONTOUR E OR SS OUT: 392. (I SANITARY SEWER CLEAN OUT INTE OF W IN: 392.55 (S) or 6'f PVC GAS LINE © GAS METER KN GAS VALVE SS INV: 392.73 POWER LINE T GAS CR: 391.7 0,m I LA I � F -i I I it ,I AREA OFLANKET CONTAM" FJ 0 10 POWER EASMENT REC. 3 NO. 8308120632 EXC. 9 '7' �) Imo, 0 0 0 5-38010 10 5 0 10 LEGEND r^^ - - - PROPERTY/BOUNDARY LINE 4 CC ' C G BUILDING FOOTPRINT 2 0 ? EXISTING CONTOUR 210 PROPOSED MAJOR CONTOUR 213 PROPOSED MINOR CONTOUR SS SANITARY SEWER SERVICE UNE • SANITARY SEWER CLEAN OUT # SANITARY SEWER COUPLING W WATER SERVICE LINE IR WATER IRRIGATION LINE G GAS LINE © GAS METER KN GAS VALVE P POWER LINE T TELEPHONE LINE 0,m LIGHT POLE SHOWN FOR REFERENCE ONLY. REFER TO SITE LIGHTING PLAN. lm WATER METER N CHECK VALVE -+ THRUST BLOCK I CAP T BLOW OFF VAVLE U I ILl l Y NOI Lb: REFER TO SHEET C5.02 FOR UTILITY NOTES. SHEET NOTES: (DFRANCHISE UTILITIES TO BE DESIGNED BY OTHERS AND ARE SHOWN AS CONCEPTUAL ONLY. W TO EXISTING 1 INCH WATER METER AND PROVIDE 1.5" WATER SERVICE TO BUILDING. 1 (DCONNECT C5.0 (DTAP LDING. 6" WATER MAIN. PROVIDE 1 " WATER METER AND 2" PE WATER SERVICE LINE TO BUI1 C5.0 2 (Dl500 GALLON GREASE INTERCEPTOR PER DETAIL. C5.0 O5 TEE SIDE SEINER INTO EXISTING SEWER LINE. APPROXIMATE IE = 393.65f. 3 52 CONTRACTOR TO FIELD VERIFY LOCATION OF SANITARY SEWER MAIN PRIOR ,0 C5.0 5.03 TO CONNECTION. 6�TEE SIDE SEWER INTO EXISTING SEWER LINE. APPROXIMATE IE = 393.81±. 3 5 2 CONTRACTOR TO FIELD VERIFY LOCATION OF SANITARY SEINER MAIN PRIOR C5.0 5.0C5.03 TO CONNECTION. (DPROVIDE AREA DRAIN H .0 8O GAS METER DESIGNED BY PSE. �O6 9 SANITARY SEWER CLEANOUT PER DETAIL. C5 0 10 TAP EXISTING 8" WATER MAIN PROVIDE 1 " IRRIGATION SERVICE LINE WITH DOUBLE CHECK VALVE ASSEMBLY � 1 WATER METER. j 0 11 REFER TO LANDSCAPE PLANS FOR IRRIGATION LAYOUT. + qDGROMR PUMP WITH W -SERIES 48"0 FIBERGLASS TAMC HOUSING TRIPLEX EXPLOSIONPROOF PUMP ri C5 0 SYSTEM PER DETAIL. FURNISH WITH DUPLEX T-260 ALTERNATING PANEL, MODEL NUMBER ' LM000329 P 1, INSIDE BUILDING MECHANICAL ROOM AND A SIMPLEX PANEL, MODEL NUMBER LM000327, PER DETAIL. f -I v s " 15' 1.5 PE WATER SE E LIE WATER EASEMENT (1) 1" IRRIGATION METER (PRIVATE) (1) DOUBLE CHECK VALVE ASSEMBLY 1 1" IRRIGATION SERVICE LIW (1) 8" CAP (MJ) r ��{ ;�I - -�- ---��2 mow oFF AssEJAeLY \ �I i I (1 THRUST BLOC � I 2m REDUCED - ,� / ,v = o., BACKFLOW ASSEMBEY- v+«F � 1n4 J..+ � � �_ :- - -_ - .. ; '� ...... �.: GROUND IIS --HOT BOX TR Tr F C5.0 2" PE WATER SERVICE LINE j- ) ('W E ! 1 1 " DOMESTIC METER `, 20120416004526 EXC. 2 O r . EASME REC. s NO 32 % G j G 1* REDUCED PRESSURE ,, � -_ ._ G TEMP. CONSTRUCTION � ,, ' � ■ BACKFLOW ASSEMBLY ABOVE N B E! ET EASEMENT B EC. N0. - _ 1 ` 11 GROUND NTT BOX 10 f LF 8 10 j aI LAI I, 20120416000526 EXC. 12 s� 3 I EXIST. HYDRANT \ i - ,_ a EXIST. i8 - v R aca"U F,! F) �C-0ETER �mP E BINET __i:�WE T , A EXIST. 8"X6" TEE ' I / v P(GN) P(aH)Z. I CJGP(UG) '~ I ����Gl _ �, � ,,,---���(((;;; X13 �\ � ,y. M / a<anh Pia P<oFl� Pio"; -�I-' ) r,��''��� /J (I (� ��PCUG) ' RIG 7�----� f�(('puYr���r �'f: Li P./OG) �J -- - / E TEL , `l� A NUI L T \ I � P(aH) _ F<aH J'-'�� � F'(Ow - F:DH) GLIY P � � P \ `�I�J /- � _]� � � V LY.i!.L�]� 1 ,flr _i \ y r \ \ � J Li i --_ - / j PraH> Pip araH� P(OH� i P(N+J 7 Y I E T �% �l� /�\ LT J � � ! i vim} ryv+� ... 'MF - .. p > F' l • IL "f A„ :{l. .i; T - T ---- �� / C �_J 1 ' - --- � � UTILITY �� ---j T y F�; ��> -- -rte 2--,--�_ T .` i , _ �. _ P `-T T -- -r / T --- T �-ro-c�� '�. T - l U Li J IC, �II 1 1 2--`O T _I� / j- T \��'I �� i �jL o.- F, _ r ( T �:. �� �]) - T T T \ P C �I ` 1MIi1 . F'.OH F 1T- 4 - j �` 7 . P�Hs PSI �, t '�U T T T (,,. _ `\__ // U�]� T T �_ P C - i.i �7 ---�_ _ 7- T �� J �7 . T - T �l �_I T T T _ _ WATER CONNECTION VIEW aH Pc W �P X I T 1 T - T P (UG G \ a T T P U G P 1 SIGHT PWE �' -- - _ --- � VVB 0 SCALE: NTS P'-�WE �NORTH PER CITY � l AN ( 3 1 r«wi. ..�SLOERM 08.25.2015 � TACO TIME RENTON HIGHLANDS Stet �. moo. AS NOTED CITY 0 F i e= KJP REN TON u, oo�;��F"L. KJP aws" Na N y °NE 11°" DATUM �, �43432 }�v� CHoc law. K�rwvi s UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'� CIS r . C� JJG IF � Planning/Building/Public Works Dept. UTILITY PLAN C5.01 CM bOM you dig. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 `sI OVAL NO. REVISION BY DATE APPR o- S AiOO ' Y ter: or- - 12 16 Aug 25 2015 4:1.3 PM COS; ,8n W R I B 4005664 .. _, . > -r- r^^ a z n Y+n 4 CC ' C G z m � QCD C n � � O = Vl Wy n ,^ 0 m D 0T o Li m m � QCD T O = Vl Wy T 0 D 0T o Li m 0m- T M C/) z 0 F- Z w Q ­> J (Z V Z 0 i' - Z W Er W M �_ 0 U Q I 9 49 9 C CITY OF RENTON SANITARY SEWER NOTES AND SPECS: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WiTH THE STANQARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUNNING/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 PUNS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PUN MUST BE OBTAINED PRIOR TO BEGIMW ANY WORK WITHIN PMC BHT 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. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSOUTY TO SECURE ALL NECESSARY PERMITS PRiOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED PRO ED BY THE CITYF 0 RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BI#I.T DRAW OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROF'ESSMAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL hALl. BE PLACED EQUALLY ON BOTH SIDES Q D S OF THE PIPE IN DYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX" DEPTH OF 8 INCHES, THOROUGHLY TAMPMNG EACH DYER TO 95 PERCENT OF MAXIM M DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 DIETERS DESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND NOTE: 5106 -GA- I 500 PROVIDE 2" PVIC LATERAL VENT. ROUTE VENT INTO BUILDING, SEE MECHANICAL PLANS FOR CONTNJATION. 11'-2" 10'-4" 2'-5" -_- .. 3'-2" T.. m -- - - - f� -.? ,� 1 , 2 Vent __ � Term -A -Duct '` ' �; % s 1 Each End j r5❑ o ❑ c3,\ ''., / d❑ ❑ D '\ ; / -0 ❑ ❑ ❑ u�,. ( ) ❑on❑b❑❑ �.D❑❑nno❑ o❑o❑❑❑❑ 9 . r' i l'p ,, 1 � (� ti i f -` 1 `� t I ( r1❑D❑❑0'3[1G• � E r - n`1� --� iJ❑ ❑❑❑D❑DD❑❑ ❑O❑❑❑❑❑❑ I 1�, i 1 I - E' b- -.- i rS❑no❑ o;a 1 i DD ❑ ❑DO D 1 1 � i 1 1- I �'1 i A t i 1 I'0 V L ❑ \. I -, T - I/ :K IV 2 -Ton Lift Anchor 2 -Ton Lift Anchor (4 Places in Top) \_ (3) -No. 24 x 4 Casting (Each Corner) (Bolt Down & Gasketed) 24" Dia. Clear Access I I o -t• �. o. I � r f l �i SECTION AA Notes: Designed in accordance with iAPMO/ANSI Z1001 Manufactured per ASTM C1613 - Loading per ASTM C890 for AASHTO HS20-44 vehicle loading and maximum soil cover of 5-0" - Maximum allowable DFUs (Drainage Fixture Units) = 172 (equivalent to 1,500 gallon size) - Corrosion resistant coatings can be applied to extend the life of the tank. Contractor Requirements: - Ventilate the interceptor to open atmosphere - Leak Test per IAPMO/ANSI Z1000 Section 9.1.2 to 9.1.4 Manufacturer's recommendations: Ventilate each end to open atmosphere. - Prior to "Start Up" of System, fill with clean water through inlet bay to bottom of transfer pipe (approx. one foot deep). - Follow Regular Inspection, Cleaning, & Maintenance Schedule (See Clean Out & Maintenance). C� P recast t ; 5106 -GA -1500 5106 -GA -1540 � Ll GREASE INTERCEPTOR File Name: 020ECG5106GA 1544 AL N PO Box 2 Wilsonville, _ Issue Date: 2015 G �-� 3 3, so e, Oregon 97070 0323 ........................... .... ..................... .__..__............._._...••----................. Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.comfwilsonville GREASE INTERCEPTOR .� ELEVATIONS ARE NOTED ON THE PUNS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUIL.DiNG/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT1APWA STMWDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANiNDARD PUNS & SPECIFICATIONS. 11 THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COiIr1PACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDOW %TALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 359 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. UTILITY NOTES: 1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET 1 OF 1. 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY DISCREPANCY FROM THE INF►TION PRESENTED ON THESE PLANS CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY. 3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 4. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN. 5. PROVIDE 10' MHMUM HORIZONTAL AND 18" MIN. VERTICAL SEPARATION BETWEEN WATER, SANITARY SEWER AND STORMMATER LIDS. 6. PROVIDE MINI 7' HORIZONTAL AND 1' VERTICAL SEPARATION BETWEEN STORMWATER AND UTILITY LINES (OTHER THAN WATER, WATER HORIZONTAL SEPARATION IS 100). MHMUM VERTICAL SEPARATION OF WATER AND OTHER UTILITIES IS 12". 7. ANY WORK INVOLVING PAVEMENT CUTS ON NE 4TH STREET WILL INCLUDE PANEL/PAVEMENT RESTORATION PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY STANDARDS. f 6.0B£.31LMt#�f , SEWER t�IP'I `-- TEE WITH 6 StDE QUT'f.ET �` DE: �E .401 C BE 1 L115t#+ G -SE'rlVER.`: 1,5,-5 Pa€tX ; �' !" s` r- / '10 � r n:. r' Y i 3 .: . i" L .� Z-1:, ,� 11 , A . r F£rs PURI A W.I.. OOLPING SEWER r a X: 4.: T. Y fi gT r'a. Ilk f !,�';TLV 1 A.. tE I t r , r. � .. , ,- ' i�t[T . WIT I HEE WOR # S ` a + rt'" N N. ILE`, �i €FAC NDN ivld . '}Sf# l"r 11 F s. LL ' 3 i Y� ,ale £ i , tr.ftS 114 RIN G &; COYR "'�l ., .9i". F.Ti.�ilk✓ f�,. I .3 �f`�t, , .. t I" F;. r s i.� �+�y �y ,k T 1 1 I iT 4 ;FAST ;i��?I3�N IRS W KS R ..1. OR ,, r E_.; fIFNDIE0 T 'THE :tura ( #I�tE a't 10;: ifs r o ., Fv.1 . fE f CSI t: d- SPECIFY "f "$E1K- R 's'. N LO, 5E '1 t'0. PLAN. 40,11 i"OR INSTALLATION) ..) A4rCEPITABLE P'€��,3,EDt$R S Ft?R::z1DE SEWERE:;OPO4ECT'ION} S TO MAA N UNES ARE AS FOLL Off - I I y � 'MT A 0,`T 's',tF9EI1' ;�i,.A',T �i,�f�, N - CUT IN A NEW. E 1ION O1.r-, �Efit�l A MAIN ill H, A N W TEE1. UacN-6 F€,EOKE Gi�d,iP'1NN ,S: (FEERNC,0 OR APPROVED EQUAQ�l Q . CEDE E*.' MAM u£ 1 T €N tk d dv` S ; TION,, C,;}� SEDAER.: MI.AJIN' 't�+1T . y r i r y;,., A bl TE... - . N t d , Tv ' IvLN�I. � _h#,,.s,...,>z I.31�. t~) ,€ Lt ,r� r'' i . • k A >; v.Y f f1 Z rx �.: � lJs£P,`�i ,� *THI n e . ; •':zR 'st . d°sf^ N^ �e J n >,1�?ili.t"O WIT.. PO�.4>I�.. S .D �. � . J �.�. � tw 1.. a - , i 4` E t Alr; <,En T LAE A t Tlr �#kNwt.s ;dsxl rpt PN 1h'fcs. DSAM T E ( r'. .. f" 1tsTiLE H.D .He11kjN�1 rMD1.4.LEi iTft A:RI*eil<r ,A�}.f3F APPROVED. . EQJAQ 11 s^ _ SHALL t f , iw1AAj�t s tsf C l�si;'s) �,': T't"" :" t.A 3~I :, f,>~ ,..r�i E �' ,�L f,i i'$ � T J A. H'D A s• t�.�-.NU ACTLIREO , t NO-, ;1 OUTS Q;f? THE E Sii iA£ L E QORIE-C.N�iLL f$.. g A f-•-•• 6.E i r ,�..�.�%{i ABLE MAX 1 FOR CAST €Rdq PIPE, t t CEP; D£UCIT€LE IRON PRE, . k N. s � 11 -- 6" g £1. IDE OUTLET TEL I "� SEWER l5l" MIN, M AIN I j,: �I` CRETE 'BL��� KIiNG ANGLE :zE TE£ A MAIN OSI. -R, 2, LL�2 11) t.JN ESS t,)TH�€FRWI E SI°st. W C). -N PLAN4 SIDE.SEINER,S�€AL HA'�Af~ Atli IVlt�; € 2. a' O:'�dER T r t Ot EFT ;:INS µ . LO'A TH. A::1 THE L -O' T HOU-SX. LEVATI�, , `AHRK �1.�::' ER .H s LGWER� -,.r' fas .' 1 w V.k L A y[ .., . ,. 4 ,, . - - " � w tl Z Oda •T As` - _ . PUN: let -;:� :."v� I !►: ?::.. ,I - i l-" NM ' "'fit UM) '; 1 ' _ 1 +I . SIDE SEWER lle� 2___ r,t NNN1ll00ff1fih� SCALE: NTS S SI ti, 1: �r 11 I. 11 � tI 43432 UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM N. X61 GI ST'E�' 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IDNAL E NO, Aug 25 2015 4:1.3 PM COS WATER PLAN GENERAL NOTES Standard Plan No. 300- 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PJBLK WORK'S STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SIw110FWA 10NS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL R KEPT AT THE JOB SITE WHENEVER CONSTRUCTM IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRiOR TO THE START OF OONM"1RUCT10N. THE CONTPAIC'TOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERNulflS TO "O" I-TRUCTiON. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS Stall ME NEW AND UNItAAN1AfGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF MENTON lRIC1R TO IIIIIIIIINGIING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOiNT. CAST IRON OR DUC'Tillr MON! PIPE FITTINGS SHALL R CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL K WitAPPIED WiTH 941AIL SLACK, TUNE TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR POPE DIAMIIE ER OF 104MM OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL R 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRiOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL 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 DIWEWAYS, AND 25 PERCENT MOD IN UNPAVED AREAS. ALL PiPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN RACE IN AfCCOR0IAMCE WITH CRY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND MORi' MAL IIIEIEDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQIMRED ON ALL MECtIANKAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PIOR 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 / BLOCKMM6 FOR TESTING AND MJMTY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN E01171NIS MAIN UNTIL THE NEW PIPING HAS BEEN 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 130 PSI AIM WORKING PRESSURE WiTH A MINMAUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MA=MJh4 OF 5 PSI SURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE Stall R DNSMrffCTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUNK WORKS IMIIIIIECTOR. 9. THE CONTRACTOR SHALL NOTIFY THEF T CITY O RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EVO6E THE EKWrM WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADA/7ORS AND F TVM REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATES AND MOViDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE E1RTOG WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE REST NATION. V ,J fi Biu max. . E s r�rI I OOW ACT". h. If Of &DX 00JILD +CAUSE .? AKAIX <W 'PC % :. :ter 0-11'' �{ {} 11 1 ji �. I I, , 4-1 - - �,,Il �-�-- i ,., iRiY,4TE. p£ �NtAB&tfG. low ' �,11 _ t 'N : i. f 1_/ . . ti - Ra I.. FN .� : 4 ..'S •I j ^.s ; �'k:, F ��AT?f.1i''� 1;=i I � f, , i✓ ? t �t r t. 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E X A IDA LE: #- OAMI- WATER, "$GHT PLUG _I 11 t FINE MATERIAL AS,SPEC t<I ISD: BY: THE EN G. t R3� - 07I3 CITY OF WL 11111111111111111 RENTON Planning/Building/Public Works Dept. SCALE: NTS \Z� TACO TIME RENTON HIGHLANDS ASA* c.Ll4oa3Y4,5 UTILITY PLAN NOTES AND DETAILS 08.25.2015 11�11111111 "a C5.02 13 X16 C D R,3&fJO'fs-516 4 u_,.-WJE_70% z1> ,4.. " 35 4" PVC Ir... T ' N J OUTLET PIPE 4 PVC Y Butyl Resin Sealant w/Sampling Tee Risers as Required INLET PIPE i if 0 J Baffle Wali w/Tee d • M � '" K 4" PVC Tee 1 in __ , ___� �'FI M M ,;'W ,.., W - o . n�a' . - po (i> �n ! � c' I � -OO N E I / 1, - N E I X . .. _.___ i ii a :I; (-i - i - - - s I 1 �- 4 -t s a a. I 00 E a . 0 1 Q w �..y _ p io I I o Z 0 I M .. P. 1 3 i u, cr' o i� - { - N O i - I I o -t• �. o. I � r f l �i SECTION AA Notes: Designed in accordance with iAPMO/ANSI Z1001 Manufactured per ASTM C1613 - Loading per ASTM C890 for AASHTO HS20-44 vehicle loading and maximum soil cover of 5-0" - Maximum allowable DFUs (Drainage Fixture Units) = 172 (equivalent to 1,500 gallon size) - Corrosion resistant coatings can be applied to extend the life of the tank. Contractor Requirements: - Ventilate the interceptor to open atmosphere - Leak Test per IAPMO/ANSI Z1000 Section 9.1.2 to 9.1.4 Manufacturer's recommendations: Ventilate each end to open atmosphere. - Prior to "Start Up" of System, fill with clean water through inlet bay to bottom of transfer pipe (approx. one foot deep). - Follow Regular Inspection, Cleaning, & Maintenance Schedule (See Clean Out & Maintenance). C� P recast t ; 5106 -GA -1500 5106 -GA -1540 � Ll GREASE INTERCEPTOR File Name: 020ECG5106GA 1544 AL N PO Box 2 Wilsonville, _ Issue Date: 2015 G �-� 3 3, so e, Oregon 97070 0323 ........................... .... ..................... .__..__............._._...••----................. Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.comfwilsonville GREASE INTERCEPTOR .� ELEVATIONS ARE NOTED ON THE PUNS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUIL.DiNG/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT1APWA STMWDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANiNDARD PUNS & SPECIFICATIONS. 11 THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COiIr1PACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDOW %TALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 359 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. UTILITY NOTES: 1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET 1 OF 1. 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY DISCREPANCY FROM THE INF►TION PRESENTED ON THESE PLANS CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY. 3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 4. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN. 5. PROVIDE 10' MHMUM HORIZONTAL AND 18" MIN. VERTICAL SEPARATION BETWEEN WATER, SANITARY SEWER AND STORMMATER LIDS. 6. PROVIDE MINI 7' HORIZONTAL AND 1' VERTICAL SEPARATION BETWEEN STORMWATER AND UTILITY LINES (OTHER THAN WATER, WATER HORIZONTAL SEPARATION IS 100). MHMUM VERTICAL SEPARATION OF WATER AND OTHER UTILITIES IS 12". 7. ANY WORK INVOLVING PAVEMENT CUTS ON NE 4TH STREET WILL INCLUDE PANEL/PAVEMENT RESTORATION PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY STANDARDS. f 6.0B£.31LMt#�f , SEWER t�IP'I `-- TEE WITH 6 StDE QUT'f.ET �` DE: �E .401 C BE 1 L115t#+ G -SE'rlVER.`: 1,5,-5 Pa€tX ; �' !" s` r- / '10 � r n:. r' Y i 3 .: . i" L .� Z-1:, ,� 11 , A . r F£rs PURI A W.I.. OOLPING SEWER r a X: 4.: T. Y fi gT r'a. Ilk f !,�';TLV 1 A.. tE I t r , r. � .. , ,- ' i�t[T . WIT I HEE WOR # S ` a + rt'" N N. ILE`, �i €FAC NDN ivld . '}Sf# l"r 11 F s. LL ' 3 i Y� ,ale £ i , tr.ftS 114 RIN G &; COYR "'�l ., .9i". F.Ti.�ilk✓ f�,. I .3 �f`�t, , .. t I" F;. r s i.� �+�y �y ,k T 1 1 I iT 4 ;FAST ;i��?I3�N IRS W KS R ..1. 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EQJAQ 11 s^ _ SHALL t f , iw1AAj�t s tsf C l�si;'s) �,': T't"" :" t.A 3~I :, f,>~ ,..r�i E �' ,�L f,i i'$ � T J A. H'D A s• t�.�-.NU ACTLIREO , t NO-, ;1 OUTS Q;f? THE E Sii iA£ L E QORIE-C.N�iLL f$.. g A f-•-•• 6.E i r ,�..�.�%{i ABLE MAX 1 FOR CAST €Rdq PIPE, t t CEP; D£UCIT€LE IRON PRE, . k N. s � 11 -- 6" g £1. IDE OUTLET TEL I "� SEWER l5l" MIN, M AIN I j,: �I` CRETE 'BL��� KIiNG ANGLE :zE TE£ A MAIN OSI. -R, 2, LL�2 11) t.JN ESS t,)TH�€FRWI E SI°st. W C). -N PLAN4 SIDE.SEINER,S�€AL HA'�Af~ Atli IVlt�; € 2. a' O:'�dER T r t Ot EFT ;:INS µ . LO'A TH. A::1 THE L -O' T HOU-SX. LEVATI�, , `AHRK �1.�::' ER .H s LGWER� -,.r' fas .' 1 w V.k L A y[ .., . ,. 4 ,, . - - " � w tl Z Oda •T As` - _ . PUN: let -;:� :."v� I !►: ?::.. ,I - i l-" NM ' "'fit UM) '; 1 ' _ 1 +I . SIDE SEWER lle� 2___ r,t NNN1ll00ff1fih� SCALE: NTS S SI ti, 1: �r 11 I. 11 � tI 43432 UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM N. X61 GI ST'E�' 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IDNAL E NO, Aug 25 2015 4:1.3 PM COS WATER PLAN GENERAL NOTES Standard Plan No. 300- 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PJBLK WORK'S STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SIw110FWA 10NS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL R KEPT AT THE JOB SITE WHENEVER CONSTRUCTM IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRiOR TO THE START OF OONM"1RUCT10N. THE CONTPAIC'TOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERNulflS TO "O" I-TRUCTiON. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS Stall ME NEW AND UNItAAN1AfGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF MENTON lRIC1R TO IIIIIIIIINGIING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOiNT. CAST IRON OR DUC'Tillr MON! PIPE FITTINGS SHALL R CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL K WitAPPIED WiTH 941AIL SLACK, TUNE TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR POPE DIAMIIE ER OF 104MM OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL R 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRiOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL 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 DIWEWAYS, AND 25 PERCENT MOD IN UNPAVED AREAS. ALL PiPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN RACE IN AfCCOR0IAMCE WITH CRY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND MORi' MAL IIIEIEDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQIMRED ON ALL MECtIANKAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PIOR 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 / BLOCKMM6 FOR TESTING AND MJMTY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN E01171NIS MAIN UNTIL THE NEW PIPING HAS BEEN 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 130 PSI AIM WORKING PRESSURE WiTH A MINMAUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MA=MJh4 OF 5 PSI SURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE Stall R DNSMrffCTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUNK WORKS IMIIIIIECTOR. 9. THE CONTRACTOR SHALL NOTIFY THEF T CITY O RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EVO6E THE EKWrM WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADA/7ORS AND F TVM REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATES AND MOViDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE E1RTOG WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE REST NATION. V ,J fi Biu max. . E s r�rI I OOW ACT". h. If Of &DX 00JILD +CAUSE .? AKAIX <W 'PC % :. :ter 0-11'' �{ {} 11 1 ji �. I I, , 4-1 - - �,,Il �-�-- i ,., iRiY,4TE. p£ �NtAB&tfG. low ' �,11 _ t 'N : i. f 1_/ . . ti - Ra I.. FN .� : 4 ..'S •I j ^.s ; �'k:, F ��AT?f.1i''� 1;=i I � f, , i✓ ? t �t r t. 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M C3 r-Wir�fraf ants. fsE the i#E rt �;z ► d if va s d Elf - : LR`.: ". Y rx; l # Y A " 9, ,fit£ I^ni rg sewer anti sidle- yrs' igh ti•ave boad r.e� in '�% amordaoce with stamid and >eirawkxg s. Z <• A 1f~,_ Ti vgs sIzratl .f„_ •d: r€fi�eiss'ta:E n I0 fit oriz i ttsl ar.460n bsetwer en .�:fs £" �3 eS.W. tfsxy ( .seer asr i w�t+rr v+ e$ ar�d a rrrrrirrr-�rrf s fcrcft Es<rtr. h,onz4wtol aeti1s otion ts:etweeri �rttta ri y. ,ss * 3**4f,& ond ."A .6thil r S y - 0"Intlies. . T 4. CALL FOR L:OL•.A,TIC ;a BEFORE ORE .3r -)U <� 1-G. =�_8HR LOCATORS 1- -424.,. 55.55 sm.. � - PUBLIC ' '�O �:S _ - __LIM: TO - £ I: R � L, "~CT , -SEPT MBIRR .20 ..2. SANITARY SEWER CONNECTION 140� 3 SCALE: NTS SCALE: NTS 5 SC#U: AS NOTED �O _ Wal KJP DRNM KJP owE wayAT DATUM JJG AT RJU =MEIF WT OK @W REVISION BY DATE APPR o- SQAJ1'w1D00/MMY RECS aEO LIFT P CKET 11 SC W 1 ':' LONG r - : h. 0 ,% 2'" RAISED PAD - y M. �Q COVER t. 'v v } I ' SAND,1. C•LAS� ��:�00 i �� �1R . . - �.. - 45' 1., S:S BEND. E X A IDA LE: #- OAMI- WATER, "$GHT PLUG _I 11 t FINE MATERIAL AS,SPEC t<I ISD: BY: THE EN G. t R3� - 07I3 CITY OF WL 11111111111111111 RENTON Planning/Building/Public Works Dept. SCALE: NTS \Z� TACO TIME RENTON HIGHLANDS ASA* c.Ll4oa3Y4,5 UTILITY PLAN NOTES AND DETAILS 08.25.2015 11�11111111 "a C5.02 13 X16 C D R,3&fJO'fs-516 4 u_,.-WJE_70% z1> ,4.. " 35 Z Ir... T ' N J -O Z S W Y 2 ` � ", ;�.r 00 Z i if 0 J C : '; m r _ • M � '" K 2 f. m K � 1 in I z m M M rn o H *0 0 N1 N J J W W CD 11 y W 00 O � J J En n 0 y !0 ! "" 0 t:n P- F-� 0.. � �� 4 CD 11 y W O :l;' 1 !`+ _' r� \7 1. T" P, V< • M � '" � 1 111111111111114O En n !0 v M M .1 0 o D M • M � '" CA E< as AL I ZER--___. ',ABLE Qt EXPLOSION PROOF GRINDER PUMP HECK -SIPHi NG BE Ss S NOTE: THE PUMP ASSEMBLIES ARE LISTED BY ETL TO FACTORY MUTUAL (FM) STANDARDS FOR CLASS 1, DIVISION 1, GROUP D, THE LEVEL CONTROL SYSTEM, INTEGRAL TO THE PUMP, IS INTRINSICALLY SAFE ALSO AVAILABLE APPROVED BY CSA FOR CLASS 1, DIVISION 1, GROUP D TRIPLEX GRINDER PUMP MODIFIED BY BCRA AD DB 12/09/10 A DR BY CW'D DATE I I ISSUE SCALEI - 19 YRms EXPLOSION PROOF GRINDER PUMPS LM000373 W (SEE NOTE 7) LIMITS OF PIPE ZONE //j///j/ -1_0" BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D.(SEE NOTE 5) OF PIPE FOUNDATION LEVEL 6)0 BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. 0- A F -Aft , + + PUBLIC WORKS DEPARTMENT PIPE BEDDING FOR SANITARY SEWERS ................. N F.Ww wises IIIIIIIIIIIIIII11m, cm maim ym NT.1 SM. PIAN 405 OCTOBER 2012 2 3 0 13.0 1ac Lei 1117LE ;A L GRINDER PUMP NOTE: THE PUMP ASSEMBLIES ARE LISTED BY ETL TO FACTORY MUTUAL (FM) STANDARDS FOR CLASS 1, DIVISION 1, GROUP D, THE LEVEL CONTROL SYSTEM, INTEGRAL TO THE PUMP, IN INTRINSICALLY SAFE ALSO AVAILABLE APPROVED BY CSA FOR CLASS 1, DIVISION 1, GROUP D 13.1 AD DB 12/09/10 A I DR BY CH -K --'D---[-- DATE ISSUE SCALE SEWER SYSTEMS DIMENSION SHEET, EXPLOSION PROOF LM000374 NDS DURACAST HEAVY DUTY CAST IRON GRATE OR APPROVED EQUAL, GRATE TO BE FLUSH WITH PAVEMENT. NDS DURACAST FABRICATED PVC CATCH BASIN OR APPROVED EQUAL BACKFILL WITH COMPACTED SOIL SEWER PIPE I NVERT ELEVATION CRUSHED STONE WS DURACAST SQLW FLANGED GRATE (P/N D12) WITH NDS WMAST PVC CATCH BASIN CONNECTED TO A SEWER A DRAIN PIPE (VEHICULAR TRAFFIC APPLICATION) AREA DRAIN UPERk*T JU 14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 43432 � GIST 4," '(ORAL NO. Aug 25 2015 4:1.3 PM COI! SCALE: NTS 3 REVISION STATION TO BE USED WITH yJ 90 DIAMETER CHOICES 54 (1) MOD T260 DUPLEX PANEL ANDW )k" Z "ID" 24-60 24-66 SERIES (1) SENTRY SIMPLEX PANEL gym -A SS DISCHARGE 48 X TRIPLEX O 66 r ---- STATIONS SS DISCHARGE WYE ----------------- 114 I ---- I -------------- ----------------------- ---------------------------------------- 1/3-2/3 HINGED----- - I HEIGHT CHOICES COVER OVER CHOI-CE" ALUMINUM LOCKABLE LID -------- ----------- - ---------- - ----------- -------------------------------------------------------- 126 24-9090 j - ---- N F ON A 4" BLOCK (BY OTHERS) "H" COD RANGE"COD" 96 --- ANTI -SIPHON 60 24 ) [7 24 171 DISCHARGE E/ONE EQUALIZER 66 24-30) 30 [�] ------------------------- 1mr \\ DISCHARGE 72 24 36 36 D DUPLEX PANEL K -------------------------------------------------------- �K7/R00-71\0 IMF- 78 4:4 X 2 2 42 X SS DISCHARGE WYE--- I BALLAST COLLAR 10" 8 4 24-48 2 48 BULKHEAD-- - (FACTORY INSTALLED) SUPPLY CABLE r- - yJ 90 4-54 54 CABLE CONNECTOR� --------- )k" Z 96 102 24-60 24-66 60 66 0 gym -A LIFTING ROPE rn (NYLON) O 108 24-72I---- 72 SS DISCHARGE WYE m 114 24-78 78 14 FEMALE NPT 120 24-84 E 84 L7 BACKUP PUMP, RUN BY A SIMPLEX PANEL I 11 1l 126 24-9090 j F ON A 4" BLOCK (BY OTHERS) 132 24-96 ... 96 --- ANTI -SIPHON 138 24-102 I---- 102 Lj E/ONE EQUALIZER 144 2 4 -10 8 E,. 108 [�] 0 (DIMENSIONS ARE IN INCHES) -------------------- 11 --------- ELECTRICAL QUICK DISCONNECT (EQD) DUPLEX PANEL K -------------------------------------------------------- �K7/R00-71\0 IMF- CONCRETE ---------- BULKHEAD-- - (FACTORY INSTALLED) SUPPLY CABLE r- - yJ z m 0 _0 0 CABLE CONNECTOR� --------- z Z CD ~may 0 (FIELD INSTALLED) 0 gym -A LIFTING ROPE rn (NYLON) O m SS DISCHARGE WYE m o 14 FEMALE NPT (FACTORY INSTALLED) if 4 ,: -- I 11 1l Ili,," or II ANTI -SIPHON INLET CHECK VALVE LOCATION %, CT C VARIABLE 30" MIN (2) MAIN PUMPS ---- 0 0 RUN BY A MOD T260 DUPLEX PANEL CONCRETE ---------- BALLAST COLLAR 10" c - --- �;__ ----- -D" FIBERGLASS I TANK WITH ANTI -FLOAT FLANGE 65" (3) SEMI -POSITIVE DISPLACEMENT TYPE PUMP ------ DIRECTLY D RIVEN BY I HP MOTOR ---- - INLET _. CHOICES ------------------------- ---------------------------------------------------------------------------------------------- 4" DWV PIPE (4.50 OD) " PIPE (4.22 0D)71 6" DWV PIPE (6.63 OD) L -J U 6" DR35 PIPE (6.28 OD)X L NSF i 6 CONDUCTOR, TYPE TC I DIRECT BURY CABLE "COD" ------ EPDM INLET GROMMET (FIELD INSTALLED) /--DISCHARGE SLIDE FACE QUICK DISCONNECT SS DISCHARGE HUB "H" 14 FEMALE NPT z (FACTORY INSTALLED) ----------------------------------- ------------------------------------------------ FLEXIBLE DISCHARGE HOSE AL A R!✓ ON rj-F'F ---------------- 25" 196 gal 1 13" 7" 1 102 gal 33 gal VOLUMES SHOWN ARE FOR 048 SCS 04 -2..? --ray A ]/,32 ------- L_ P, By CHK'r- DATE-. 'S 5 U E SCAILE --------------------------- --------------- -------------------------------------------------- t -------------------- mem SEWER SYSTEMS DETAIL SHEET W SERIES TRIPLEX ------------------------------------------------------------------------------------------------------------------------------- NA0155POl SGS CAN 03/31/08 1/16 ------- DR BY CHK'D DATE ISSUE SCALE *EWER OYOTEMS NOTE: WX SERIES, TYPICAL INSTALLATION THE PUMP ASSEMBLY IS LISTED BY ETL TO FACTORY MUTUAL (FM) SYSTEM, INTEGRAL FOR CLTO THE DPUMP,IVISION IS 1, INTRINSICALLY D, LLY SAFE THE LEVEL CONTROL NA0132POI SCALE: NTS AS NOTED CITY OF TACO TIME RENTON HIGHLANDS RE 08.25.2015 ACC RENTON: (L 1 4M5:15' '"'�.°": ACC CHN1111111M.- I ONE em DATUM oMwsrs JJG ATMU EM Planning/Building/Public Works Dept. UTILITY PLAN C5.03 IF IMIN ONE 111111WIl BY DATE APPR Por"Wilk. sPA0111111111111111111my DETAILS 14 W_ 16 j • o > yJ z m 0 _0 0 z Z CD ~may 0 c 0 gym -A rn O m m o >1 >cn 0 _0 0 z CD ~may 0 cn gym -A rn O >cn 0 _0 gym -A