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HomeMy WebLinkAboutzW-4176setCOQ0 r.'_ ~ r � N C4 Lj z CO T O w LEGEND: WDF CLF 0 FOUND MONUMENT AS NOTED FOUND CORNER MONUMENT AS NOTED PROPERTY LINE PROPERTY CORNER ROAD SIGNAGE POWER JUNCTION BOX, SIZE VARIES CABLE JUNCTION BOX, SIZE VARIES TELEPHONE JUNCTION BOX, SIZE VARIES LIGHT POLE WITH ARM WATER METER WATER VALVE FIRE HYDRANT STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE TELEPHONE MANHOLE WOOD FENCE CHAINLINK FENCE DECIDUOUS TREE EVERGREEN TREE SANITARY SEWER LINE STORM LINE P UNDERGROUND POWER - W UNDERGROUND WA TER UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE EDGE OF PA VEMEN T FENCE CONCRETE ROOF AND FOOTING DRAIN NOTE: ALL ROOF DOWNSPOUTS AND FOOTING DRAINS WILL BE CONNECTED TO CATCH BASIN 1 VIA THE PROPOSED STORM STUB SHOWN ON THE PLANS. EXISTING SANITARY SEWER SERVICE NOTE: CONDITION OF EXISTING STUB AND SIDE SEWER LATERAL TO BE EVALUATED PRIOR TO CONSTRUCTION AND IF DETERMINED TO BE DEFICIENT WILL REQUIRE REPLACEMENT BACK TO THE MAN. WATER MAIN CONSTRUCTION NOTES: 1. EXISTING WATER SERVICES ALONG WELLS AVENUE S BETWEEN S 2ND STREET AND THE PROJECT SITE SERVED BY THE EXISTING 6" WATER MAIN WILL BE TRANSFERRED TO THE NEW 12" WATER MAIN UPON COMPLETION. THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND ACCEPTED PRIOR TO TRANSFER OF SERVICES. 2. CITY CREWS WILL COMPLETE THE TRANSFER OF SERVICES INCLUDING INSTALLATION OF NEW SERVICE LINES, METER SETTER/BOXES, AND RESTORATION OF STREET CROSSINGS ASSOCIATED WITH THE NEW SERVICE LINES. CONTRACTOR IS RESPONSIBLE FOR STREET RESTORATION ASSOCIATED WITH THE WATER MAIN CONSTRUCTION. J. SERVICES WILL BE TRANSFERRED FOR THE FOLLOWING PARCELS: 7231501090 (126 WELLS AVE S), 7231502020 (123 WELLS AVE S), 0007200085 (122 WELLS AVE S), 0007200091 (118 WELLS AVE S). 4. CITY CREWS WILL ABANDON THE EXISTING 6" WATER MAIN FOLLOWING THE TRANSFER OF SERVICES TO THE NEW 12" WATER MAIN. 5. ALL FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 6. CONCRETE THRUST BLOCKS REQUIRED ON ALL FITTINGS PER COR STANDARD PLANS 330.2 AND 330.3. 7 CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS TO IDENTIFY CONFLICTS WITH NEW WATER MAIN PRIOR TO CONSTRUCTION. CONTRACTOR TO PROMPTLY NOTIFY CITY OF ANY CONFLICTS. 8. CONTRACTOR TO POTHOLE EXISTING SIDE SEWERS CROSSING NEW WATER MAIN PRIOR TO BEGINNING CONSTRUCTION OF WATER MAIN. DEPTH AND ELEVATION AT THE TOP OF SIDE SEWER AND AVAILABLE CLEARANCE TO NEW WATER MAIN SHALL BE PROVIDED TO CITY. IF AVAILABLE CLEARANCE IS LESS THAN 18 INCHES BUT GREATER THAN 6 INCHES, WATER MAIN SHALL BE INSTALLED WITH CDF PIPE ENCASEMENT EXTENDING 10' ON BOTH SIDES OF CROSSING. IF AVAILABLE CLEARANCE TO NEW WATER MAIN IS LESS THAN 6 INCHES, SIDE SEWER SHALL BE REPLACED TO PROVIDE 18 INCHES OF CLEARANCE FROM NEW WATER MAIN IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 406.1 IF SIDE SEWER REPLACEMENT IS REQUIRED, CONTRACTOR SHALL SUBMIT A DESIGN OF THE NEW SIDE SEWER TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION. 9. WITH 90' BEND EXISTING 6" LINE WILL BE DECOMMISSIONED. THRUST BLOCK WILL LIKELY EXTEND INTO SIDEWALK AREA AND MAY REQUIRE REMOVAL OF CURB/GUTTER/SIDEWALK FOR INSTALLATION. PROVIDE APPLICABLE NOTES AND DETAILS ON HOW THIS AREA WILL BE CONSTRUCTED. AS -BUILT "l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. IN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1r ►5 N W 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, BA SSA NO MUL fl ML y I ':�'I NEW 4" DDCV FIRE SPRINKLER ASSEMBLY W STANDPIPE OUTS/DE CONNEC77ON PER STD. COR PLAN 370.3 NEW 1.5" WATER SERVICE AND PLANTER (SEE DETAIL SHEET C13) WA7ER METER W DCVi4 LIMITS OF HALF BEHIND METER PER STREET GRIND AND COR STD. DTL. 320.2 & 340.8 I OVERLAY (TYP.) (SEE DETAIL SHEET C11) 11 LF 120 DI I ' o I► N8824 50 W 120.09' A ---- - ---- -- CB 1, TYPE 1----- _---------�- PROPOSED STA. 2+70.67, 19.05' L p UNCOVERED MUL TI-FAMIL Y RIM 39.67 STRUCTURE 8" /E OUT 37.48 (E) �O� _ -j BALCONY (TYP.) CB 3, TYPE 1 LOWER FF = 40.00' STA. 10+05.04, 0.00' R "� , RIM 4a28 58 LF 6" PVC SEWER 6" /E /N 36.75 (W) 10+ STUB 0 2.00X MIN. SLOPE A 1 q� 3 /E OUT 39.82 (E) GRADE COVERED R/ WAY a 3" IE OUT 39.76 (E) 2 PROPOSED YARD DRAIN *1/CH WILL _ CONNECT TO 7HE EXIS77NG SEWER MAIN ° a LOW POINT EL. 0 RIM = 39.75 ° . ° a 6" PVC STORM STUB °E�° )OF LINE FOR OVERHANG N882452"W 120.10' OVER DRIVEWAY ACCESS 15 LF TRENCH DRA/N TO TO RESIDENCES COLLECT RUN-OFF FROM UNCOVERED DRIVEWAY AREA D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 BE PROVIDED1 AT THIS CB TO EXIS77NG 6" PVC SANITARY SEWER (SEE DETAIL SHEET C10) STUB; CONTRACTOR TO VERIFY /E OF EXISTING STUB AND ENGINEER TO VERIFY SLOPE WILL MEET MIN/MUM STANDARDS SSCO TYR INSTALL 1' SERVICE LINE WITH SINGLE /" IRRIGA77ON METER AND DCVA ASSEMBLY BEHIND METER (COR STD PLAN 320.1 & 340.8) 2.5' x 3' WATER EASEMENT EX/S77NG 29 LF 6" PVC SEWER STUB ALL ON SI TE 1-12 STA'GAVAL AS-BUIL TS SHOWN I ON SHEET C7 EASEMENT --32 LF 8" D.l. , 0 1.03% (P3) 12' PROPOSED SIDEWALK Wlq T i 2.75' R. 0. W. DEDICA TION -(/I W1I11ifI11 \f i i i I I I i � I I o I I o � I I N I I I I I R I I f7.8' W.M. STA. 3+01.04' 5.5' R 1-12 x6 TEE FLxFL 1-6" GATE VALVE (FLxM✓) 1-12" GATE VAL VE ( M_I)J) 1-12" ADAPTER (FLxM✓) W/ CONCRETE THRUST BLOCKING 1-12" PIPE SPOOL 1-12" POLYP/G STATION PER STD. PLAN NO 300.7 SHACKLE TEE, VALVE TO DEAD MAN BLOCK (SEE SHEET C12) (INSTALL DEADMAN BLOCK TO RESTRAINT VALVE AND 7EE) STA. 3+01.06' 17.95' R CUT /N CONNEC77ON BY CITY FORCES TO USE CUT /N 7EE W/ TWO VALVES PER COR STD. PLAN 300.2 (SEE SHEET C11). 1-6 x6" 7EE (FLxFL) W/ CONCRETE 7HRUST BLOCKING 2-6" GATE VALVES (FLxM✓) 3-6" D/ SPOOL (LF AS REQ.) 3-6" SOLID SLEEVE (M✓) (INSTALL DEAD MAN BLOCK AND END CAP RON EXIS77NG 6- WA7E ESTRAIN NEW 90 BEND) R MAIN TO i 12 LF 6" D/ CL. 52 W SOLID SLEEVE _STA. 2+90.44; 5.5' R 1-6 x12 7EE M✓xFL W1 CONCRETE BLOCK/N 1-6" GATE VALVE (FLxM✓) 1-DDCV FIRE SPRINKLER ASS'Y PER COR STD. 0+ 9.04 PLAN 350.3 AND 370.3 (SEE DETAIL SHEET C13) \W RV/ /N TO BE CONNECTED TO NEW 12" WATER MAIN \ CB Z TYPE 1 (SADDLE EXIS77NG STORM MAIN, STA. 2+70.61, 13.41' R RIM 39.77 8" IE /N 37.15 (W) EX. 12" IE /N 36.27 (S) EX. 12 /E OUT 36.27 (N) STA. 2+78.91. 5.50' R 1-6 z12" 7EE (M✓xFL) W/ CONCRETE BLOCKING 1-6" GATE VALVE (FLxMJ) 1-FIRE HYDRANT ASS'Y PER COR S7D. PLAN 3f0.1, =2 AND 310.3 (SEE DETAIL SHEET C12) TO BE CONNECTED TO NEW 12" WATER MAIN 70 BE CONNECTED TO NEW 12" WA7ER MAIN I I I I I i I I I SAWCUT PER COR STD, DTL. 110.1 (SEE DETAIL SHEET C8) I I I ' I I I I I I I I I I o i i EX. 6" WATER MAIN TO o i I BE ABANDONED /N PLACE I � i I ' � I � I , � I i I I I I I i I � I I I I I � I 7 LF 12" D/ CL. 52 I I T. 0+56. 7' 5 5' R 1-12 45' BEND (M✓) W/ I I 1. 0+5 .18 1 , CONCRETE BLOCKING I 1-12" 45- BEND (M✓) W/ 1 CONCRETE BLOCKING :ONN C1TON TO X. 12" CATER MAIN BY CITY FORCES PER COR S7D PLAN 300.4 1-12" SLEEVE (MJ) \I 1-D/ SPOOL (LF AS REQ) INSTALL 12" POLYP/GG/NG STA77ON AT END OF NEW 12" WATER MAIN PER COR LJ S7D PLAN 300.7 REMOVE EX. 6" GATF VALVE AND CAP M✓ EX. 6 WATER MA/N BY CITY FORCES) 3 X F/R HYDRANT s N W I NORTH GRAPHIC SCALE I`� ' 20' 40' 1 INCH = 20 FT. 2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YAP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: GLI3 ONE INCH DATUM 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: Y� . AT FULL SCALE IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N 0. REVISION BY DATE AP P R YLP A00%k C TY OF RENTON P"R Planning/Building/Public Works Dept. i DRIVEWAY GRADING DETAIL PER COR STD. DTL. 104.3 1' = 10" UTILITY CROSSING TABLE CROSSING NO. E.G. UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 0 39.92 12" SD 3718 1.51 12" WA 35.67 0 39.97 8" SD 37.27 2.95 8" WA 34.32 0 39.91 6" WA 35.86 1.57 8" SS 34.29 ® 39.84 6" WA 35.79 1.54 "SS 34.25 0 39.49 12" SD 36.31 1.50 6" WA 34.81 UTILITY CROSSING NOTES: 1. ALL LOCATIONS OF POWER, GAS, AND OTHER DRY UTILITIES SHOWN IN PROFILE ARE APPROXIMATE. 3' OF COVER FROM THE EXISTING GRADE WAS ASSUMED FOR ALL OF THE EXISTING DRY UTILITIES. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES TO CONFIRM THERE ARE NO CONFLICTS. IF ANY CONFLICTS WITH THE PROPOSED WATER MAIN AND STORM LINE ARE FOUND, EXISTING SERVICES WILL BE RELOCATED SO AS TO PROVIDE THE MINIMUM 1. OF VERTICAL SEPARATION. 2. REQUIRED MINIMUM VERTICAL SEPARATION FOR ALL UTILITES CAN BE FOUND BELOW.• S-417601 W-417601 R-417605 UTILI TY CROSSING ALLOWABLE CLEARANCE UTILITY VERTICAL CLEARANCE NATURAL GAS 12 INCHES ELECTRIC 12 INCHES TELECOMMUNICATIONS 12 INCHES FIBER OPTICS 12 INCHES SANITARY SEWER 18 INCHES STORM DRAINAGE 18 INCHES RECLAIMED WATER 18 INCHES IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: BASSANO MULTI -FAMILY 11.20.20 UTILITY, ROAD, AND GRADING PLAN PAGE: OOK: PAGE: 117 WELLS AVENUE S C5 RENTON, WASHINGTON 98057 SHEET: OF: DRS PROJECT NO. 20070 C) N U �Aru`1I M H H J C� G O z Q U) U) a m � � cfl � r � T N N O rye J 73 O z U�) ^ VJ Q m a z L, 20 15 NW 114 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO AIUL-, TWAMIL Y O z S C � NEW 1.5" WATER SERVICE NEW 4" DDCV FIRE I n Z Z z I I I AND WA TER METER PER COR i ° --�1 SPRINKLER ASSEMBLY W/ STD. DTL. 320.2 & 340.8 o CA < C O O CONNECTION PER OUTSIDE- m � n N N (SEE DETAIL SHEET C11) -40- - _ l CON PLAN 370.3 C31 CA (� Z Z O I _ INSTALL 1'" SERVICE LINE WITH I (SEE DETAIL SHEET C13) O = Z SINGLE 3/4" IRRIGATION METER AND ___ _/ 'T1 C7 DCVA ASSEMBLY BEHIND METER INSTALL 2-3 4" 11Jj �- '-J- _� (COR STD PLAN 320. 1 & 340.8) SHACKLE RODS FROM 6" STA. 3+01.04; 5.5' R C) CONNECTION TO EX. 12" WATER MAIN BY AGATE VALVE AT MAIN STA. 10+49.27; 30.43' L CITY FORCES PER COR STD Cf)PLAN 300.4 CB 1, TYPE 1 ° ALINE TO FIRE HYDRANT 1-12'X6" TEE FLXF FT11-SLEEVE (MJ) ( L) STA. 2+70.67, 19.05' L ° 4 - 1-DI SPOOL (LF AS REQ) 1-6" GATE VALVE (FLXMJ) n N I INSTALL 12" POL YPIGGING STATION AT _ 39.55 RIM 33-E7z> 1-12" GA TE VALVE (FLXMJ) END OF NEW 12" WATER MAIN PER COR 37.81 8" lE OUT�B� (E)� � Qo 1 ` � 1-12" ADAPTER (FLxMJ) W/ a STD PLAN 300.7 = 3" IN 39 58 (W) CONCRETE THRUST BLOCKING 0 I STA. 0+56. 97' 5.50' R D I S T. S S M H T� - - o>I 11 LF 6" Dl CL. 52 1I 1-12 PIPE SPOOL 3" IN 39.58 (W) '1 1-12" POL YPIG STATION PER < CONC1- 12RETE T BEND BLOCKING W/ S S M H = 3 9 2.21 o LF 12 " Dl CL. 52 i �' �I G G n i 0+00 CONCRETE BLOCKING STD. PLAN NO 300.7 SHACKLE L1 +00 _ _ _ STA. 2-1-67.15 , 5. 5' R 0 I TEE, VALVE TO DEAD MAN - - 1-12 " GATE VALVE (MJxMJ) n 3 4 I BLOCK --------------- - - - - I 2 (rn i 3+00 = = i �40- (INSTALLSEE SHEET C12) DEADMAN BLOCK TO -------------------W>���.I/-.�IRA- - EX. 12 WA TER MAIN - _ _ _ _ � N L - - RES -- - VA VE AND TEE) ---------------------------------- -1 � 12 LF 6" DI CL. 52 7 LF 12" DI CL. 52 1` --- ---1 1 W SOLID SLEEVE - - W LF 8" D.I. @ 0.(P3) I - - ii '-�.- p ----- -- 34 2.82.'r ,rS C P - C,_ I� --- 4 I 1Al ' 1 STA. 3+01.06; 1795' R n1 P gyp_ - �� P C CB 2, TYPE 1 ° A. 10+49.21" 30.43' L ^t 4 _ (SADDLE EXISTING STORM MAIN) PCUTIN _ STA. 2+70.61, 13.41 ' R 4 USE CUT INTEECONNECTION BY TWO I VAL VES PER00 TY FORCES TO �7 I 39.88 RlM� COR STD. PLAN 300.2 (SEE SHEET C11): n , STA. 0+52. 18' 10.29' R 37.73 8" lE IN 3�?a-rr (W) 1-6'X6" TEE (FLXFL) W/ `V n 1-12 "' 45' BEND (MJ) W/ EX 12� IN 38.86 (S) ETA. CONCRETE THRUST BLOCKING O = CONCRETE BLOCKING A. 2+78.91, 5.50' R 2-6" GATE VALVES FLXMJ 00 �7 (� a EX 12" OUT 36.82 (N) ( ) 2 O n REMOVE EX. 6" GATE VALVE AND 1-6'X12" TEE (MJXFL) W/ 3-6" DI SPOOL (LF AS REQ.) z' - O (� CAP MJ) EX. 6" WATER MAIN I CONCRETE BLOCKING 3-6" SOLID SLEEVE (MJ) n � y CA J I (BY CITY FORCES) 1-6" GATE VALVE (FLXMJ) (INSTALL DEAD MAN BLOCK AND END CAP OZ _ 1-FIRE HYDRANT ASS'Y (MJ) ON EXISTING 6" WATER MAIN TO n 00 EX. FIRE HYDRANT I PER COR STD. PLAN RESTRAIN NEW 90' BEND)rM CD N II N I AND (SEE DETAIL2SHEET3) C12 STA. 2+90.44' 5.5' R W U1 y z I I BLOCKING TEE (MJXFL) W/ CONCRETE O 12 LF 12" DI CL. 52 1-6'" GATE VALVE (FLXMJ) 0)O O 1-DDCV FIRE SPRINKLER ASS'Y PER fTl COR STD. PLAN 350.3 AND 370.3 C (SEE DETAIL SHEET C13) ------------------+------ EX. 12' WA TER MAIN -- . 1 ----- 0�--- OF WELLS AVENUE ------------------------------------------------------------1 ---------------------------------------------------------------------------------------------------------------------------------TPN#0007200091 --------------- ------------------------------------------ - APPROXIMA TE LOCATION OF EXISTING UNDERGROUND GAS LINE STA. 0+56.97 5.50' R 1-12" 45' BEND (MJ) W/ CONCRETE BLOCKING -. -. ISTA. 0+52.18, 10,29' R 1-12" 45' BEND (MJ) W/ CONCRETE BLOCKING I I CONNECTION TO EX. 12" WATER MAIN B CITY FORCES PER COR STD PLAN 300.4 1-12" SLEEVE (MJ) 1-DI SPOOL (LF AS REQ) INSTALL 12" POLYPIGGING STATION AT END OF NEW 12" WATER MAIN PER COR STD PLAN 300.7 210 LF 12" DI CL. 52 APPROXIMATE LOCATION OF SS SERVICE FOR TPN#7231501090 OF EXISTING UNDERGROUND POWER LINE PROPOSED LOCATION OF NEW WA SERVICE FOR TPN#0007200085 PROPOSED LOCATION OF L NEW WA IRRIGATION STA. 3+01.04, 5.50' R APPROXIMATE LOCATION SERVICE FOR THIS PROJECT STA. 10+49.27, 30.43' L OF SS SERVICE FOR APPROXIMATE LOCATION OF SS 1-12'X6"' TEE (FLXFL) 1-6" GATE VALVE (FLXMJ) TPN#0007200085 SERVICE FOR TPN#0007200091 1-12" GATE VALVE (FLXMJ) 1-12" ADAPTER (FLxMJ) W/ PROPOSED LOCATION STA. 2+6715, 5.50' RI CONCRETE THRUST BLOCKING OF NEW WA SERVICE 1-12" GATE VALVE (MJxMJ) 1-12" PIPE SPOOL FOR TPN#0007200091 1-12" POL YPIG STATION PER STD. 12" D STORM CROSSI G 0 PLAN NO 300.7 SHACKLE TEE, 1.50' CLEARANCE VALVE TO DEAD MAN BLOCK (SEE SHEET C12) CB 1, TYPE 1 (INSTALL DEADMAN BLOCK TO TA. 2+ 70.67, 1 .05' L RESTRAINT VA VE AND TEE) 39.55 RIM 4�9.c'�z 11 LF 12" DI CL. 52 37.81 8" lE OUT 3748 (E) 34 LF 8'r D. ® 2.82X o (P3) APPROXIMATE LOCATION OF EXISTING UNDERGROUND CB 2, TYPE I POWER LINE (SADDLE EXISTING STORM MAIN) TA. 2+70.61, 1 .41 R 1.54' CLEARANCE 39.86 RIM 39-�� 37.73 8" IE IN (W) STA. 2+90. 44 , 5.50' R 1-6'X12" TEE (MJXFL) W/ CONCRETE BLOCKIA 36.86 EX. 12" lE IN (S) 36.82 EX. 12 " lE OUT (N) 1-6" GATE VALVE (FLXMJ) 1-DDCV FIRE SPRINKLER ASS'Y PER COR STD. 8" PVC SEWER CROSSING 0 PLAN 350.3 AND 370.3 1.57 CLEARANCE (SEE DETAIL SHEET C13) STA. 2+78.91 5.50' j 12 LF 12" DI CL. 52 1-6'X12" TEE (MJXFL) W/ CONCRETE BLOCKING NEW 1.5" WATER SERVICE 1-6" GATE VALVE (FLXMJ) WA TER METER PER AND HYDRANT ASS'Y PER WELL A I/E 310.1, 310.2 AND 310.3 COR STD. DTL. 320.2 AN COP STD. PLAN (SEE DETAIL SHEET C11) (SEE DETAIL SHEET C12) � � I� ^ co � � u� � � tp �1 N of Op �c O N vs ao �o 1 � 1-' 1� 1 .; 1 1 .; o o �o 0 0 0 -0+40 0+00 AS -BUILT "I CER7IFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND1710NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025." Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 15 0+80 1+20 1+60 2+00 2+40 2+80 3+20 2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE: D.R. STRONG 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YAP DJC VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP DESIGNED Y� ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: LB ONE INCH �TUM , v 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: AT FULL SCALE 620 - 71h AVENUE KIRKLAND, WA 98033 I YLP IF NOT ONE INCH O 425.827.3063 F 425.827.2423 N 0. REVISION BY DATE AP P R APPROVED: YLP SCALE ACCORDINGLY 3+60 4+00 35 0 25 20 15 C TY OF RENTON Planning/Building/Public Works Dept. WATER MAIN CONSTRUCTION NOTES.- 1. EXISTING WATER SERVICES ALONG WELLS AVENUE S BETWEEN S 2ND STREET AND THE PROJECT SITE SERVED BY THE EXISTING 6" WATER MAIN WILL BE TRANSFERRED TO THE NEW 12" WATER MAIN UPON COMPLETION. THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND ACCEPTED PRIOR TO TRANSFER OF SERVICES. 2. CITY CREWS WILL COMPLETE THE TRANSFER OF SERVICES INCLUDING INSTALLATION OF NEW SERVICE LINES, METER SETTER/BOXES, AND RESTORATION OF STREET CROSSINGS ASSOCIATED WITH THE NEW SERVICE LINES. CONTRACTOR IS RESPONSIBLE FOR STREET RESTORATION ASSOCIATED WITH THE WATER MAIN CONSTRUCTION. J. SERVICES WILL BE TRANSFERRED FOR THE FOLLOWING PARCELS: 7231501090 (126 WELLS AVE S), 7231502020 (123 WELLS AVE S), 0007200085 (122 WELLS AVE S), 0007200091 (118 WELLS AVE S). 4. CITY CREWS WILL ABANDON THE EXISTING 6" WATER MAIN FOLLOWING THE TRANSFER OF SERVICES TO THE NEW 12" WATER MAIN. 5. ALL FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(E) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 6. CONCRETE THRUST BLOCKS REQUIRED ON ALL FITTINGS PER COR STANDARD PLANS 330.2 AND 330.3. 7 CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS TO IDENTIFY CONFLICTS WITH NEW WATER MAIN PRIOR TO CONSTRUCTION. CONTRACTOR TO PROMPTLY NOTIFY CITY OF ANY CONFLICTS. 8. CONTRACTOR TO POTHOLE EXISTING SIDE SEWERS CROSSING NEW WATER MAIN PRIOR TO BEGINNING CONSTRUCTION OF WATER MAIN. DEPTH AND ELEVATION AT THE TOP OF SIDE SEWER AND AVAILABLE CLEARANCE TO NEW WATER MAIN SHALL BE PROVIDED TO CITY. IF AVAILABLE CLEARANCE IS LESS THAN 18 INCHES BUT GREATER THAN 6 INCHES, WATER MAIN SHALL BE INSTALLED WITH CDF PIPE ENCASEMENT EXTENDING 10' ON BOTH SIDES OF CROSSING. IF AVAILABLE CLEARANCE TO NEW WATER MAIN IS LESS THAN 6 INCHES, SIDE SEWER SHALL BE REPLACED TO PROVIDE 18 INCHES OF CLEARANCE FROM NEW WATER MAIN IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 406.1 IF SIDE SEWER REPLACEMENT IS REQUIRED, CONTRACTOR SHALL SUBMIT A DESIGN OF THE NEW SIDE SEWER TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION. 9. WITH 90' BEND EXISTING 6" LINE WILL BE DECOMMISSIONED. THRUST BLOCK WILL LIKELY EXTEND INTO SIDEWALK AREA AND MAY REQUIRE REMOVAL OF CURB/GUTTER/SIDEWALK FOR INSTALLATION. PROVIDE APPLICABLE NOTES AND DETAILS ON HOW THIS AREA WILL BE CONSTRUCTED. WATER MAIN CONNECTION BLOW UP DETAIL "X6" TEE (FLXFL) " GATE VALVE (FLXMJ) GATE VALVE (FLXMJ) " PIPE SPOOL POLYPIG STATION PER STD PLAN NO. 3L UTILITY CROSSING TABLE CROSSING NO. E.G. UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 0 39.92 12" SD 37.18 1.51 12" WA 35.57 0 39.97 8" SD 37.27 2.95 8" WA 34.32 0 39.91 6" WA 35.86 1.57 8" SS 34.29 ® 39.84 6" WA 35.79 1.54 8" SS 34.25 0 39.49 12" SD 36.31 1.50 6" WA 34.81 UTILITY CROSSING NOTES: 1. ALL LOCATIONS OF POWER, GAS, AND OTHER DRY UTILITIES SHOWN IN PROFILE ARE APPROXIMATE. 3' OF COVER FROM THE EXISTING GRADE WAS ASSUMED FOR ALL OF THE EXISTING DRY UTILITIES. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES TO CONFIRM THERE ARE NO CONFLICTS. IF ANY CONFLICTS WITH THE PROPOSED WATER MAIN AND STORM LINE ARE FOUND, EXISTING SERVICES WILL BE RELOCATED SO AS TO PROVIDE THE MINIMUM 1' OF VERTICAL SEPARATION. WATER CONNECTION NOTE: 1. DUE TO DIFFERENCES IN ELEVATION BETWEEN THE PROPOSED WATER MAIN AND EXISTING WATER MAIN, ROTATING THE TEES MAY BE NECESSARY IN ORDER TO MAKE THE CUT IN CONNECTION AS PROPOSED. NORTH GRAPHIC SCALE 0 10 20 40 S-417602 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 `I 06 H C) U W-417602 1 INCH = 5 FT. J VERTICAL R-417606 a U_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J C� G O z Q U) DATE: (n BASSANO MULTI -FAMILY 11.20.20 m WELLS AVENUE PLAN AND PROFILE FIELD PAGE: DRAWING 117 WELLS AVENUE S C6 RENTON, WASHINGTON 98057 SHEET: 6 OF: 20 DRS PROJECT NO. 20070 AS -BUILT r r r "I CERTIFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS I AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, N N O' ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDI T10NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE- 912412025. Ld_ Uj ~ UTILITY CROSSING NO TES. J 73 O z Q Cn MQ W 1. ALL LOCATIONS OF POWER, GAS, AND OTHER DRY UTILITIES SHOWN IN PROFILE ARE APPROXIMATE. 3' OF COVER FROM THE EXISTING GRADE WAS ASSUMED FOR ALL OF THE EXISTING DRY UTILITIES. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES TO CONFIRM THERE ARE NO CONFLICTS. IF ANY CONFLICTS WITH THE PROPOSED WATER MAIN AND STORM LINE ARE FOUND, EXISTING SERVICES WILL BE RELOCATED SO AS TO PROVIDE THE MINIMUM 1' OF VERTICAL SEPARATION. UTILITY CROSSING TABLE CROSSING NO. E.G. UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 0 39.92 12" SD 37.18 1.51 12" WA 35.67 0 39.97 8" SO 37.27 2.95 8" WA 34.32 0 39.91 6" WA 35.86 1.57 8" SS 34.29 ® 39.84 6" WA 35.79 1.54 8" SS 34.25 0 39.49 12" SD 36.31 1.50 6" WA 34.81 © 39.70 12" SO 37.35 0.50 4" GAS 36.85 0 40.14 EL DUCT 39.08 0.50 3" SD 39.58 INSTALL 2-3 4" Z//////// SHACKLE RODS FROM 6" GATE VALVE AT MAIN ILINE TO FIRE HYDRANT \ N8824'50"W 120.09' ----------------- - - ------------- CB 1, TYPE 1------� � �! 3" IN 39.58 (W) STA. 2+70.67, 19.05' L 3" IN 39.58 (W) 39.55 RIM 3-E)L 0 3Z81 8" lE OUT (E) --- 2-3" PVC OUTLETS PER CB 3, TYPE 1 DETAIL THIS SHEET STA. 10+05.04, 0.00' R eW 6M IN 38.13 (N) 40.43 RIM -0 - 10+ 6 /N 37.93 (N) 4* IN 37.99 (S) 39.78 3" I OUT (E) 1 4 /N 37.95 (S) 39.78 3" lE OUT -49�Fr (E) a - el a a a ° a a. -- ------ - --------------- - -- 41-------- ,- �,------ 6 a. a a ELECTRICAL DUCT BAN) a. J -------------------- LL/b/A //V/V Ur Lnl� ///VC, ELECTRICAL DUCT BANK (TOP 39.08 AND BOTTOM 36.54); Y MIN. 0.5' CLEARANCE BETWEEN DUCT BANK AND 3" STORM STUBS CB 3, TYPE 1 6" IN M 13 (N) 40.43 RIM 4M IN 37.99 (S) 39.78 3" lE OUT 4 /N 37.95 (S) 39.78 3" lE OUT39� E) FF 40.75 1- - -------------------- NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y 4 _ - - _ I I ❑0 STA. 3+01. 06 , 17. 95' R STA. 10+56.93, 30.47" L a II CUT IN CONNECTION BY CITY FORCES TO a 12 LF 6" DI CL. 52 a11-6"X6" USE CUT IN TEE W/ TWO VALVES PER W/ SOLID SLEEVE I I COR STD. PLAN 300.2 (SEE SHEET C11): II II TEE (FLXFL) W/ 0 CONCRETE THRUST BLOCKING 2-6" GATE VALVES (FLXMJ) W �nr- 3-6" DI SPOOL (LF AS REQ.) 3-6" SOLID SLEEVE (MJ) 5 (INSTALL DEAD MAN BLOCK AND END CAP (MJ) ON EXISTING 6" WATER MAIN TO ** I \ i -_- _-_ RESTRAIN NEW 90- BEND) u 6'� Dl CL. 52 J i Q / STA. 3+01. 04 , 5.50' R - - STA. 10+49.27, 30.43" L i a 4 1-12'X6" TEE (FLXFL) 1-6" GATE VALVE (FLXMJ) 1-12" GATE VALVE (FLXMJ) _____ _____ _ __ _ �I� 8 LF 'r D�CL 1-12" ADAPTER (FLxMJ) W/ CONCRETE THRUST BLOCKING 152 6 ` 2 - + 9.04 1-12 PIPE SPOOL j- 1-12" POLYPIG STATION PER STD. 34�'tiLF 8" D. r-- - PLAN NO 300.7 SHACKLE TEE, VALVE a �© (P3) TO DEAD MAN BLOCK (SEE SHEET C12) (INSTALL DEADMAN BLOCK TO l 8 L 82�:, RESTRAINT VALVE AND TEE) CB 2, TYPE 1 a III (SADDLE EXISTING STORM MAIN) - I I STA. 2+70.61, 13.41' R RIM 39iz 39.86 8" lE IN (W) 37.73 I III ' EX. 12" lE IN -_4 (S) 36.86 EX. 12 /E OUT(N) 36.82 I I 4 I I I I IIII I I 2-3" PVC OUTLETS @ 2.0 FG © CENTERLINE OF PROPOSED STORM LINE 3" lE OUT 71 :. 39.58 3" lE OUT 359- 39.58 MATCH FLOW LINE ELEVATION EG @ CENTERLINE OF PROPOSED STORM LINE 34.- �'zLF 8" D.I. --------- - --- -- @ P3 45 FG PROFILE RIM 40.25 lE 39.75 6" PVC SEWER STUB @ 3.5% VIC BOTTOM OF DUCT TOP OF SIDE BANK 36.40 or SEWER 35.20 1.2' CLEARANCE CB 1, TYPE 1 STA. 3+01. 06 , 17. 95' R STA. 2+ 0.67, 19.05' L STA. 10+56.93, 30.47' L 39.55 RIM 3z CUT IN CONNECTION BY CITY FORCES TO USE CUT IN TEE W/ TWO VAL VES PER 37.81 8" lE (E) COR STD. PLAN 300.2 (SEE SHEET C11): �UT 1- 6 "X6 " TEE (FLXFL) W/ ©EX. 4" GAS MAIN CROSSING CONCRETE THRUST BLOCKING 30 3-0 0.50' CLEARANCE 2-6" GATE VALVES (FLXMJ) 3-6" DI SPOOL (LF AS REQ.) 2 3-6" SOLID SLEEVE (MJ) O EX. 8" SEWER CROSSING 2.95' CLEARANCE (INSTALL DEAD MAN BLOCK AND END CAP (MJ) ON 12" DI WATER CROSSIN 0 EXISTING 6" WATER MAIN TO RESTRAIN NEW 90' BEND) 1.50' EARANCE LF 6" DI CL. 52 25 STA. 3+01.04; 10.29' R W 0. � SOLID SLEEVE STA. 10+49.27, 30.4,3 L 1-12"X6" TEE (FLXFL) 50 X. 12" PVC ST RM CROSSING 1-6" GATE VALVE (FLXMJ) 1.5 ' CLEARANCE 1-12" GATE VALVE (FLXMJ) CB T, TYPE 1 1-12" ADAPTER (FLxMJ) W/ (SA DLE EXISTING STORM MAIN) CONCRETE THRUST BLOCKING STA. 2+70.61, 13.41' R 39.86 1-12" PI20 1-12" POLYPIG ST TIONPPERPSO DL 8" 20 8 / IN �.r W 37.73 PLAN NO 300.7 SHACKLE TEE, VALVE EX. 12" lE IN (S) 36.86 TO DEAD MAN BLOCK (SEE SHEET C12) (INSTALL DEADMAN BLOCK TO EX. 12 /E OUT (N) 36.82 RESTRAINT VALVE AND TEE) PROPOSED STOP?M LINE Cv c0 IN o N 9+00 9+20 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 9+60 10+00 �5 MIN 10+40 2 D.R. STRONG 3 CONSUL TING ENGINEERS 4 ENGINEERS PLANNERS SURVEYORS 5 s 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 10+80 11+20 ELECTRICAL DUCT BANK (TOP 39.08 AND BOTTOM 36.34); Y MIN. 0.5' CLEARANCE BETWEEN DUCT BANK AND 3" STORM STUBS CITY COMMENTS 7.3.24 CITY COMMENTS 9.10.24 STORM REVISION DUE TO DUCT BANK CONFLICT UTILITY REVISION UTILITY REVISION REVISION EX. 4" GAS MAIN 0.50' CLEARANCE ------------ 25 STA. 2+78.91 ; 5.50' R 1-6"x12" TEE (MJxFL) W/ CONCRETE BLOCKING 1-6" GATE VALVE (FLxMJ) 1-FIRE HYDRANT ASS'Y PER COR STD. PLAN 310.1, 310.2 AND 310.3 (SEE DETAIL SHEET C12) 20 INSTALL 2-3/4" SHACKLE RODS FROM 6" GATE VALVE AT MAIN LINE TO FIRE HYDRANT FIRE H KDRAN T cV ^ o h o O N 0 0 0i o p o O 10+00 10+40 10+80 30 25 20 ELECTRICAL DUCT BANK (TOP 39.08 AND BOTTOM 36.34); MIN. 0.5' CLEARANCE BETWEEN DUCT BANK AND 6" FIRE LINE 45 EX. 4" GAS MAIN 0.50' CLEARANCE NEW 4" DDCV FIRE SPRINKLER ASSEMBLY W/ STANDPIPE OUTSIDE CONNECTION PER STD. COR PLAN 370.3 (SEE DETAIL SHEET C13) STA. 2+90.44, 5.5' R 1-6"x12" TEE (MJxFL) W/ CONCRETE BLOCKING 1-6" GATE VALVE (FLxMJ) 1-DDCV FIRE SPRINKLER ASS'Y PER COR STD. PLAN 550.5 AND 370.3 (SEE DETAIL SHEET C13) FIRE VA UL T og �� og og 10+00 10+40 YLP 08.23.241 YLP SURVEYED: SCALE: DJC AS NOTED YLP 09.19.24 YLP DESIGNED: YLP YLP 12.13.24 YLP YLP 01.10.25 YLP DRAWN: GLI3 ONE INCH YLP 01.24.25 YLP CHECKED: AT AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: 35 25 20 10+80 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM * • y A •A �. 1 �1 I Id J. J �a I• I• r • A . 1 I IN4 '• ri t + I y AI 1 I .� 1 • 1, I•�+i 3 CEMENT CONC. ` d. •� 1 1 �•I • d � I + I I a I i • II ' . • • . SDEWALK*I • I i I F. I I A I *� a •*• +�# y 1 1 � *•I •I f I• 14 .1 I I I ar I• • t yi IP SENT ffW TRAFFIC CLIMB AND CUTTER ROOF DRAIN DETAIL ------------------------------------- INTO` ------------- --------------------------------------- X 2" SO WIREMESH 3" SCH 40 PVC qw skd Z 6" 12" ft_�m SECTION A 2' - #4 REBAR CENTERED OVER DRAIN FACE OF CURB • • e • i t 1 PLACE DRAIN FLUSH NTH FLOW LINE SECTION B CURB DRAIN DETAIL: NORTH GRAPHIC SCALE 0 10 20 40 I 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL PRIPC TY OF RENTON Planning/Building/Public Works Dept. S-417603 W-417603 >_ R-417607 Q LL IN COMPLIANCE WITH CITY OF RENTON STANDARDS G O z Q U) DATE: v BASSANO MULTI -FAMILY FIELD11.20.20 m PROPOSED STORM LINE PLAN AND PROFILE PAGE: DRAWING 117 WELLS AVENUE S C7 RENTON, WASHINGTON 98057 SHEET: OF:20 DRS PROJECT NO. 20070 c0 ti T 1 N n rye T CD LU J 73 O z Q^ V U) �^J MQ W 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 PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. 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 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING 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 DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 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 DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE 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 BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. 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 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING 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 RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. Y 0 STD. PLAN — 300.0 G n + PUBLIC WORKS DEPARTMENT WATER PLAN GENERAL NOTES 'I'FNtp MARCH 2O10 AS -BUILT NO AS —BOIL T INFORMA 71ON ON THIS SHEET. "/ CER71FY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. a Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 15 NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y IRS a a a a a EXISTING WATER MAIN 8t+ TESTING CONNECTION - POLYPIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING OO o) NEW DI WATER MAIN TEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY CITY FORCES) (1) TEE (MJxFL) (2) DI SPOOLS (2) LONG BODY DI SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL) (2) GATE VALVES (FLxMJ) (1) ADAPTER (FLxMJ) (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (2) DI SPOOLS (1) LONG BODY DI SLEEVE (MJ) 0 )_) IIII NEW DI WATER MAIN NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS SPECIFIED IN SECTION S-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH SAME OUTSIDE DIAMETER 3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE .•, PUBLIC WORKS CONNECTION TO WATER MAIN DEPARTMENT CUT -IN TEE AND TWO VALVES TESTING CONNECTION POLYPIG STATION PER STD PLAN 300.7 (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING \EXISTING WATER MAIN I I EXISTING TEE, CAP, PLUG, OR DEAD END LINE, DO NOT DISTURB BLOCKING I 101± OO NEW DI WATER MAIN TEMPORARY BLOCKING FINAL CONNECTION UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (1) DI SPOOL (1) LONG BODY DI SLEEVE (MJ) ° ° 0Oo NEW DI WATER MAIN o ° NOTES: 1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS SPECIFIED IN SECTION S-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION STANDARDS 2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH SAME OUTSIDE DIAMETER 3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND FROM DI TO AC OR TO STEEL PIPE STD. PLAN - 300.2 OVED: • PUBLIC WORKS CONNECTION TO WATER MAIN 6/28/2023 �• - DEPARTMENT EXISTING TEE OR END LINE CAP Nastucha n.k. Admi.....,. DATE 2 CITY COMMENTS 7.3.24 YLP 08.23.241 YLP SURVEYED: SCALE: �(+` VERTICAL: NAVD 1988 D.R. STRONG 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YLP AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: LB ONE INCH �TUM 620 - 7th AVENUE KIRKLAND, WA 98033 YLP AT FULL SCALE , v IF NOT ONE INCH 0425.8273063 F 425.827.2423 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP • pj� C TY OF RENTON Planning/Building/Public Works Dept. STD. PLAN - 300.4 APPROVED: 6/28/2( Martin Pastucha DATE Public Works Administrator W-417604 R-417611 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: BASSANO MULTI -FAMILY 11.20.20 STANDARD WATER DETAILS AND NOTES FIELDBOOK: PAGE: 117 WELLS AVENUE S C1 1 RENTON, WASHINGTON 98057 SHEET: OF: °P2o DRS PROJECT NO. 20070 O N U N CD i N r rillo DRS PROJECT NO. 20070 O N U H H 0 N n J 73 J 73 O z v J VJ M< W L Q z Ld CUT 3LOCK FILL 3' MIN RADIUS UNOBSTRUCTED WORKING AREA AROUND OUTSIDE OF FIRE HYDRANT TE SHEAR BLOCK NOTE: 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED - JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. STD. PLAN - 310.2 PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT SHEAR BLOCK AS -BUILT NO AS —BOIL T INFORMA 71ON ON THIS SHEET. "I CERTIFY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. a Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 15 Martin Pastucha Public Works Admin —., D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y 6/28/2023 DATE 0.7r'� �4" BLUE REFLECTIVE PAVEMENT MARKER, STIMSONITE MODEL C88 OR EQUAL, PLACED 4" FROM ROADWAY CENTERLINE AS INDICATED BELOW MARKER MARKER I I I I � I TWO LANE ROAD OFFSET MARKER MARKER FOUR LANE ROAD OFFSET MARKER ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAJOR STREET, THE MARKER SHALL BE INSTALLED ON THAT MAJOR STREET MARKER I FIVE LANE ROAD OFFSET MARKER PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT PAVEMENT MARKER STD. PLAN - 310.3 APPROVED: Martin Pastucha Public Works Administrator DATE MATERIALS U IEE OB PIPE 0 VALVE OD VALVE BOX OE COUPLING OF TUBING OG BEND k, METER SETTER OI METER SPREADER J0 WATER METER OK METER BOX OL COUPLER OM GRAVEL z IN UNIMPROVED ROW } I�/ INSTALL METER BOX AT PROPERTY LINE WITH a 12" COPPER TAILPIECE 0 �I z CITY i PRIVATE w PIPINGI PIPING a i 1 1/2" SERVICE 2" SERVICE 2" TAPPED REDUCING TEE (MJxFIPT) 2" TAPPED REDUCING TEE (MJxFIPT) 2" BRASS NIPPLE (MIPT), 4" LENGTH 2" BRASS NIPPLE (MIPT), 4" LENGTH 2" GATE VALVE (FIPT) WITH SQUARE OPERATING 2" GATE VALVE (FIPT) WITH SQUARE OPERATING NUT AND EXTENSION PER STD PLAN 330.7 NUT AND EXTENSION PER STD PLAN 330.7 VALVE BOX AND LID PER STD PLAN 330.7 VALVE BOX AND LID PER STD PLAN 330.7 2" x 1 %" BRASS COUPLING (MIPT x PACK JOINT), 2" BRASS COUPLING (MIPT x PACK JOINT), FORD FORD C44-76-Q-NL OR EQUAL C84-77-Q-NL OR EQUAL 1 Yz" TYPE "K" SOFT COPPER TUBING 2" TYPE "K" SOFT COPPER TUBING 1 Yz" 90' BRASS BEND (PACK JOINT x PACK JOINT OR 2" 90' BRASS BEND (PACK JOINT x PACK JOINT OR PACK JOINT x FIPT), FORD L44-66-Q-NL OR PACK JOINT x FIPT), FORD L44-77-Q-NL OR L41-66-Q-NL OR EQUAL L41-77-Q-NL OR EQUAL 1 YZ" VERTICAL METER SETTER WITH BYPASS, 2" VERTICAL METER SETTER WITH BYPASS, FLANGED FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, ON INLET, ANGLE CHECK VALVE ON OUTLET, AND ANGLE CHECK VALVE ON OUTLET, AND BALL VALVE BALL VALVE ON BYPASS WITH PADLOCK WINGS, ON BYPASS WITH PADLOCK WINGS, FORD VBH86-12B-11-66-Q-NL, A.Y. MCDONALD FORD VBH87-12B-11-77-Q-NL, A.Y. MCDONALD 730B-612WDFF665, OR MUELLER B-2427N (1 YZ"), 730B-612WDFF665, OR MUELLER B-2427N (2"), BYPASS NOT PERMITTED ON IRRIGATION METERS BYPASS NOT PERMITTED ON IRRIGATION METERS 13 %6" RIGID METER SPREADER (TEMPORARY) 17 %, RIGID METER SPREADER (TEMPORARY) AMI WATER METER WITH RADIO AND BATTERY UNIT, AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE SUPPLIED AND INSTALLED BY CITY FORCES TO BE SUPPLIED AND INSTALLED BY CITY FORCES 17"X30" METER BOX, ARMORCAST A6001640PCX18, 17"X30" METER BOX, ARMORCAST A6001640PCX18, WITH METER BOX LID, ARMORCAST WITH METER BOX LID, ARMORCAST A6001947RC1-H7, TO READ "RENTON WATER" A6001947RC1-H7, TO READ "RENTON WATER" 1 Yz" COUPLER (PACK JOINT x PACK JOINT), FORD 2" COUPLER (PACK JOINT x PACK JOINT), FORD C4#-6#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF C4#-7#-Q-NL OR EQUAL, WITH GALVANIZED PLUG IF PRIVATE SERVICE LINE IS NOT YET INSTALLED PRIVATE SERVICE LINE IS NOT YET INSTALLED CRUSHED ROCK BASE TO SUPPORT METER BOX, CRUSHED ROCK BASE TO SUPPORT METER BOX, METER BYPASS TO BE EXPOSED METER BYPASS TO BE EXPOSED PUBLIC WORKS 11/2" AND 2" WATER SERVICE DEPARTMENT IN PLANTING STRIP 2 CITY COMMENTS 7.3.24 YLP 108.23.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 83/1 3 CITY COMMENTS 9.10.24 YLP 09.19.24 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 193/1991 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP 5 UTILITY REVISION YLP 01.10.25 YLP DRAWN: GLB ONE INCH LEI YI� 6 UTILITY REVISION YLP 01.24.25 YLP CHECKED: Y� , v AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP STD. PLAN - 320.2 ha DATE Administrator W-417606 R-417613 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: BASSANO MULTI -FAMILY 11.20.20 C TY OF STANDARD WATER DETAILS AND NOTES FIELDBOOK: RENT 0 N PAGE: 7 DRAWING N0: Planning/Building/Public Works Dept. 117 WELLS AVENUE S C 13 RENTON, WASHINGTON 98057 SHEET: OF: 13 20 O N U (D N DRS PROJECT NO. 20070 CD i N r rillo DRS PROJECT NO. 20070 O N U H H 0 N n J 73 c0 ti T 1 N II i T I r) LU TO ME BOXES DRAINING GRAVEL NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS —CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. Y 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 + e PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR - DEPARTMENT RESIDENTIAL FIRE SPRINKLER N�o MARCH 2O10 AS -BUILT NO AS -BOIL T INFORMA 71ON ON THIS SHEET. I/ CER7IFY THAT 7HE /NFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTB EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025. r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 15 I M w O d d O d p d Cr 6" MIN I _I 12" G M 24" K j '1 MIN F �0 MIN COS L I � I I d 6" I 12" �MIN 6r' BMIN MIN Q I ° d �� �� � n �i n n ,•_` r O o CD m o I 12111 N d° a L--------------- 1� ----------A ---- MIN _ a OR a d c NOTES: 1. WHERE PIV IS LOCATED INSIDE THE VAULT, THE VAULT LID SHALL BE CORE DRILLED WITH LINK SEAL OR GROUT TO SEAL THE PIPE PENETRATION. ALTERNATIVE PIV LOCATION SHALL BE APPROVED BY THE FIRE MARSHAL. 2. MINIMUM CLEARANCE OF 6" SHALL BE MAINTAINED BETWEEN VALVES, FITTINGS, AND VAULT WALL. 3. ALL PIPE JOINTS SHALL BE RESTRAINED AND CONCRETE BLOCKING IS REQUIRED AT CHANGES IN DIRECTION. 4. CORE DRILL (O.D. +2") CONCRETE VAULT IF KNOCK -OUTS ARE NOT PROVIDED. MATERIALS OA BACKFLOW ASSEMBLY DCDA PER STD PLAN 350.3, POSITIONED WITHIN ACCESS HATCH TO ALLOW FOR VERTICAL REMOVAL OB PIPE CLASS 53 DI PIPE (PExFL OR FLxFL) OC POST INDICATOR VALVE PIV BETWEEN LAST VALVE ON BACKFLOW ASSEMBLY AND FDC, IN ONE OF TWO POSITIONS SHOWN OD TEE TEE (FLxFL) OE ADAPTER ADAPTER (FLxMJ) OF BEND 90° BEND (FLxFL) OG VALVE CHECK VALVE (FLxFL) OFIRE DEPARTMENT FDC PER RRFA REQUIREMENTS, LOCATED DOWNSTREAM OF BACKFLOW ASSEMBLY, INSTALLED ON THE SIDE CONNECTION OF THE VAULT WITH THE LARGEST AVAILABLE SPACE AS SHOWN OI CONCRETE VAULT OLDCASTLE PRECAST VAULT OR EQUAL, SIZED TO ACCOMMODATE FDC, PIV, AND CHECK VALVE INSIDE THE VAULT AND MAINTAIN REQUIRED MINIMUM CLEARANCES TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP RESISTANT TREATMENT, MARKED JD ACCESS HATCH "WATER", LW PRODUCTS OR EQUAL OK LADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 370.5 OL WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 370.4, SEAL PIPE PENETRATIONS WITH WATER -TIGHT GROUT OM PIPE PENETRATION SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT FLOOR DRAIN, MINIMUM 6" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE ON DRAIN MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT OO BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 FDC AND CHECK VALVE PUBLIC WORKS 0 DEPARTMENT ROUTED THROUGH BACKFLOW ASSEMBLY VAULT 2 CITY COMMENTS 7.3.24 D.R. STRONG 3 CITY COMMENTS 9.10.24 CONSUL TING ENGINEERS 4 STORM REVISION DUE TO DUCT BANK CONFLICT ENGINEERS PLANNERS SURVEYORS 5 UTILITY REVISION 6 UTILITY REVISION 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 0. REVISION YLP 08.23.241 YLP SURVEYED: DJC YLP 09.19.24 YLP DESIGNED: YLP YLP 12.13.24 YLP YLP 01.10.25 YLP DRAWN: GLB YLP 01.24.25 YLP CHECKED: YLP BY DATE APPR APPROVE STD. PLAN - 370.3 , Pastu,,h. Works Administrator SCALE: OA WALL FLANGE OB BLOCKING OC PIPE PENETRATION IJ GRAVEL DRnGII I: 24" MIN MIDSPAN PIPE RESTRAINT, EBAA IRON SERIES 110OSDB MEGALUG OR EQUAL, WRAP WITH POLYETHYLENE ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE BLOCKING CONCRETE THRUST BLOCKING, CAST -IN -PLACE CONCRETE (MINIMUM 3,000 PSI), TO BE SIZED BY DESIGN ENGINEER (MINIMUM 24"x24"x6") CORE DRILL (O.D. +2") VAULT IF KNOCKOUTS ARE NOT PROVIDED, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS •. PUBLIC WORKS CONCRETE BLOCKING 8/2023 DEPARTMENT ADJACENT TO VAULT DATE VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY STD. PLAN - 370.4 DATE W-417608 R-417615 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Avftk BASSANO MULTI -FAMILY DATE:11.20.20 pj� C TY OF STANDARD WATER DETAILS AND NOTES FIELDBOOK: RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. 117 WELLS AVENUE S C 15 RENTON, WASHINGTON 98057 SHEET: OF: 15 20 p • H O N U J C� G O z Q U)�^ C0 W DRS PROJECT NO. 20070