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HomeMy WebLinkAboutS-425509Z ti O Z O MH0370 8" IF 386.00 CONNECT TO EX SS WITH INS/DE DROP PER C. O.R. STD DTL 402.2 AND SPECIFIC CONNECTION DETAIL. SEE SHEET C5.31 FOR BOTH DETA/LS CONTRACTOR SHALL POTHOLE AROUND THE EX/STING STRUCTURE AND DETERMINE S/ZE OF EX/STING CAISSON. _ P LOCATION OF CONNECTION SHALL BE TORCHED OR CUT THROUGH CAISSON AND THEN CORE DRILLED FOR NEW CONNECTION. PEA GRA I/EL AROUND STRUCTURE SHALL BE VACTORED OUT DOWN TO CONNECTION POINT, PR/OR TO CORE DRILLING, AND THEN BACKFILLED AFTER INS/DE DROP CONNECTION /S COMPLETE. 1� c�c EXISTING LADDER ON NE SIDE ti°cF` OF STRUCTURE TO REMAIN FEXISTING 22" PLASTIC LINED CONCRETE PIPE 1 11LF 8" PVC 0. 0 077J H / SSMq STA. 92f56.16, 10.00' RT TYPE 1-48" RIM 398.85 8" If /N 386.95 (SE) 8" /F OUT 386.85 (NE) TOP OF - - SLOPE I c (Ty \\ 15' BUFFER -- (TYP) PROPERTY L/NE - (TYP) EX TREE TO - BE SA VED (TYP) EXISTING LADDER ON NORTH SIDE OF S SHALL 9 w 104F 8" PVC 0 0.0360 I SEE 55-1 PROFILE, - BELOW j n, Z4 STA. 93f 60.49, 10.00' RT TYPE 1-48" RIM 398.58 8" 1E /N 391. 08 (SW) 8" IE OUT 390.69 (NW) SEWER MANHOLE P PER C.O.R. STD DTL 400.1, \ SEE SHEET C5.31 (TYP) \W SEE CHANNELIZATION DETAIL, \ THIS SHEET 94-k CASING PIPE PER C.O.R. STD DTL 412, �398 EX GROUND SEE SHEET C5.31 CONTOUR (TYP) /14 w NE SUNSET BL VD 2 P CNT P CGf P P _ _ _ ��� ------------ - - ------ PROPOSED 4os -__ -97LF 8" D/ - - -402- - ,� �--� EX OFFSITE TREE rl 4 - ® 0.1839j STREET LIGHT -� - TO REMAIN (TYP) 4 _ -� / i �� - -410 \ (Typ) - \ -48 420 \ TRACT) �416- (STORM DRA/NA GE) _ \76 A PROPOSED F/N/SH �426 %� 77` GRADE CONTOUR% -� � SSMH 3 . TRACT`( EE SHEET STA. 70f21.00, 7.00' RT (T) (CRITICAL AREA) TYPE 1-48" SIDE SEWER C5.07 8I ME /N 409.02 (S) 422.85 PER C.O.R. STD DTL 406.1, 8" lE OUT 408.92 (NE) SEE SHEET C5.31 (TYP) SEE SHEETS C7.02-C7.04 FOR UTILITY CROSSING NFORMAT/ON. SSMH 2 - CHANNELIZA T/ON DETAIL SCALE- 1 "=1 ' UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 390 11LF 8" PVC- 0 0.0773 (TO EX SSMH) MH0370 370 . . . i II I I. II II f I� Pic 0 0.0360 10�F horn ii ail � � �W W �It 1§_ 0000 � II I -------------- ----- �� ------------ LJ O 1` . O 3 z �aQ) N� � j 5 HOR/Z. S VERT. Si i OSED GRADE / 'lPE (TYP) EX/STlNG GROUND / 0 PIPE � (TYP) / o . . I PROPOSED ;'LOCK WALL / 0 0� zzz 00 ^N�� / / / CASING PIPE PER C. O.R. STD DTL 412, SEE SHEET C5.31. CASING _ SHALL EXTEND A MIN/MUM OF 5 FEET BEYOND THE ti EDGE OF THE BLOCK WALLS. 3�sW _ °s v S ��oZz WSW W�Q h ac) S� 2ALE.- Xf 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: HOLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: HOLL/ HEA VR/N NO. REVISION BY DATE I APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M 430 420 SEWER LEGEND SEWER PIPE SEWER SERVICE 410 - - SEWER EASEMENT EX/STING SfWER PIPE SEWER PIPE FLOW ARROW 0 SEWER STRUCTURE O SEWER CLEANOUT III 390 370 CITY OF ' t > RENTON Planning/Building/Public Works Dept. GENERAL NOTES `(EYMAP SCALE: 1" = 30' 0 15 30 60 1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS. 2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTICAL SEPARATION SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE WITH DOE CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. 4. CONTRACTOR SHALL FIELD VERIFY CONNEC7ON TO EXISTING PIPE FOR PROPER AS-BU/L T ELEI/AAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE. SIDE SEWER NOTES 1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 2X 2. UNITS NUMBERS MARKED W/TH A "*" WILL HA VE BACKWA TER VAL VES INSTALLED ON THE PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS. 3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON. 10/11 /23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 S-425509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY yqi 12/06/2023 jstowell 11 /30/2023 ''7C TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 SA NITA R Y SEWER PLAN & PROFILE SS-1 0 0 0 N N N DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C5.O8 O� SHEET: OF, 44 93