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HomeMy WebLinkAboutzS-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 J 5� G O Z U) 0 M� W LLJ Ld z L, DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ALL 90 TURNS SHALL BE ACCOMPLISHED — BY MEANS OF A WYE WITH CLEANOUT AND 4" BEND AS REQUIRED (NO GREATER 45 BEND TWO 45' BENDS SHALL NOT BE THAN 45- BEND) EVERY 2ND CHANGE 4" CLEANOUT WYE MATH ACCEPTABLE (SEE NOTE 11) IN DIRECTION OR GRADE WALL REQUIRE 45 BEND AND PLUG A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) z J Z J Z J HOUSE �I HOUSE aI HOUSE gI HOUSE a a It 3 -0" MIN I. 4 SEWER PIPE SVRFACE CLEANOUT E v (TYPICAL) 6'k 6"x6" WYE r4"WYE a" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) 4" TEST TEE WITH AND 3 MINIMUM LINE SIZE FOR I PLUG FACE UP OTHER THAN SINGLEFAMILY IS 6R 0 W LINE _ (TYPICAL) I — R 0 W LINE 3' MIN 0 10 6"x 4" REDUCER F F z (TYPICAL) F x MAIN SEWER LINE x ^ x X z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION i(4" cOF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o ZDEVICE SUCH AS CLEAN CHECK EXTENDABLE inBACKWATER VALVE OR APPROVED EQUAL SHALL BE a)INSTALLED u4" FLEXIBLE COUPLING (FERNCO OR EQUAL) Z o J WSURFACE CLEANOUT m 4"x 4"x4" WYE PIPING PLAN BUILDING DRAIN FOR LOW ELEVATION HOUSE MAIN TO 5 FEET R 0 W LINE R 0 W. LINE TO CLEANOUT MAX. SIDE SEWER BUILDING SEWER BUILDING STUB DRAIN 3 FEET Mp%IIN��—JJFF11��1�� ILJ r�i : m r1 rn rn+ D + n O m Om r� O C �y NZ: _> O A + v fx> Om O O rri m v ,�- v" Z p+ m O x r -0 M m r m m + C'f Z 0 n M v r-Q-� C) Z O > - m Z A 0> n O� > > m 0 M g p g C > 9 � Z Z rn rn r O X Z o + o 0 C: rn Z, v m PLAN BUILDING SEWER INSTALLATION NOTES 1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2 FOR INSPECTION OF SIOE SEWER, CALL 24 HOURS IN ADVANCE THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT 4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED WITH A 4" PIPE IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS THAN 1X 5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED AT THE HOUSE IF OUTLET IS SHALLOW 6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL OTHER UTILITIES 8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL COMPLETION OF THE LEAK TEST 9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE INSTALLED TO WITHIN 12" OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061 ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA) TYPICAL BUILDING SEWER STD. PLAN -406,2 PUBLIC WORKS E88@"1PD988449D E'bSigAe°'1 DEPARTMENT FROM PROPERTY LINE TO artin PastUCFJ@V26/2021 BUILDING CONNECTION Ipb1 DATE AS -BUILT CALL 811 BEFORE YOU DIG or go to www callbeforeyoud,g org NO AS —BOIL T INFORMA 71ON ON THIS SHEET. "I CERTIFY 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 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 1 12: NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M. BA SSA NO MUL TI=FA MIL Y ZURN® SPECIFICATION SHEET Z1188 TAG LARGE CAPACITY OIL INTERCEPTOR Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice LEX HEAD SET SCREW— EEMOVE SCREWS TO USE TT HANDLES, REPLACE SCREWS ONCE COVER IS N PLACE AND HANDLES ARE REMOVED. INLET G= WIDTH OF BODY OUTLET Flow Rate GPM[L] Min Inlet/ Outlet Size Water Capacity Gal. [L] App.Wt. LIDS. [Kg] No. of Covers Dimensions In Inches C D/E F G J L 75 [284] 3 [76] 65 [246] 332 [151] 1 22-3/4 [578] 18-1/2 [470] 36 [914] 28-5/8 [727] 6-7/8 [175] 25-3/4 [654] 100 [379] 3 [76] 1 110 [306] 432 [196] 1 27 [686] 23 [584] 42-3/4 [1086] 33-5/8 [854] 11-3/8 [289] 30-1/8 [765] 125 [473] 3 [76] 1 150 [568] 780 [354] 2 30-1/8 [765] 24-1/2 [622] 49-1/4 [1251] 40 [1016] 12-7/8 [327] 36-5/8 [916] 7350[13725]6 [127] 460 [1741] 1438 [625] 2 41 [1041] 36 [914] 71 [1803] 51-3/8 [1305] 23-3/8 [594] 56-5/8 [1438] [127] 660 [2498] 1840 [835] 2 46-1/4 [1175] 39-5/8 [1006] 80 [2032] 58-3/8 [1483] 27 [686] 65-5/8 [1667] [152] 860 [3255] 2180 [989] 2 50-1/2 [1283] 43-7/8 [1114] 87 [2210] 63-5/8 [1616] 30-3/4 [781] 74-1/8 [1882] 400 1514 6 152 1090 4126 2536 1150 3 54-1/4 1378 47-5/8 1210 94 2388 67 1702 34-1/2 876 79-1/8 2009 450 [1703] 1 6 [152] 1 1275 [4826] 1 2816 [1277] 1 3 1 55-1A [1403] 48-5/8 [1235] 1 100 [2540] 72 [1829] 35-1/2 [902] 85-3/8 [2168] 500 [1893] 6 [152] 1435 [5431] 2970 [1347] 3 57-1/4 [1454] 51-5/8 [1311 ]1 104 [2642] 74 [1880] 38-1/2 [978] 88-3/8 [2245] ENGINEERING SPECIFICATION: ZURN Z1188 Large capacity Acid Resistant Coated interior and exterior fabricated steel oil interceptor, with bronze cleanout plug and visible double wall trap seal, removable combination pressure equalizing/flow diffusing baffle and sediment bucket, horizontal baffle, adjustable oil drawoff and vent connections either side. Complete with secured, gasketed, non-skid cover with removable lift handles and flow control fitting. Regularly furnished with inlet and outlet in high position. OPTIONS (Check/specify appropriate options) PREFIXES Z Acid Resistant Coated Fabricated Steel* SUFFIXES -E Acid Resistant Coated interior and exterior fabricated steel extension section. (Specify 'C' Dim. required) for recessed installation. -HD Heavy-duty traffic cover rated at 10,000 Ibs [4536 kg.] maximum load. An incresed 'C' dim. is required when -HD option is specified. (See -HD option specification sheet) -K Anchor flange 1-3/4 [44] down from top and 2 [51] wide. A 3 [76] minimum extension height is required when -K option is specified. -KC Anchor flange 1-3/4 [44] down from top and 2 [51] wide with clamp collar. A 3 [76] minimum extension height is required when -KC option is specified. __-PW Plug wrench Regularly furnished unless otherwise specified. Zurn Industries, LLC I Specification Drainage Operation 1801 Pittsburgh Avenue, Erie, PA U.S.A. 16502 Ph. 855-663-9876, Fax 814-454-7929 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 - Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. J Date: 08/21/14 C.N. No. 131407 Prod. I Dwg. No. Z1188 DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ----------- EX. SEWER MAIN l PROPERTY LINE SPOOL I 1 1 Z I (LENGTH AS NEEDED) 1 i S-O" MIN � { 6" SEWER STUB ! ! ! I€�"KGB I FUTURE 4" SIDE SEWER I I I 1 I I I 1 I I I SEWER MAIN TEE X 6" TEE SIDEWALK i l �\ I I I I I I ` try COUPLING (TYP ) IL-JI -IL .......... >Q 13 I 0 II I" r-r _ _I 1 ------- L---- T J BEND AS 8" REQUIRED �I]c===_______3 /// 2"x 4" STUD MARKING POST PAINTED 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8" IN DEPTH LEXISTINGSANITARY IN —2.OR MIN \FUTURE 4" SIDE SEWER �6" SEWER �SLOPE U6"X6"X6" WYE FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON Aoallkllk SIDE SEWER STUB URISTD. PLAN - 406.1 PUBLIC WORKS APP V DEPARTMENT INSTALLATION Martin PaStUCh V26/202 (SEWER MAIN TO PROPERTY LINE) D9813" . Pm W.A. rom . DATE 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 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 4 STORM REVISION DUE TO DUCT BANK CONFLICT YLP 12.13.24 YLP YLP DRAWN: 5 UTILITY REVISION YLP 01.10.25 YLP GL.6 ONE INCH DATUM 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 1 12: S-417604 R-41761 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Avftk BASSANO MULTI -FAMILY DATE:11.20.20 pj� C TY OF STANDARD STORMWATER DETAILS AND NOTES FIELDBOOK: RENTON PAGE: 7 DRAWING NO: Planning/Building/Public Works Dept. 117 WELLS AVENUE S Ci 1 O RENTON, WASHINGTON 98057 SHEET: OF: 10 20 p 09 O N U N L^L I..L DRS PROJECT NO. 20070