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Home My WebLink AboutW-417601COQ0 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