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HomeMy WebLinkAboutW-422902A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON m N N RIM=22.06 I IE=16.44, 6"PVC E IE=16.36, 6"PVC W (�J "NO PARKING" r POINT OF CONNECTION-5? M "NO PARKING" IE:16.15 8" PVC EXIST. IE:16.23 6" PVC NEW SD (PRIVATE SYSTEM UPSTREAM_a- eP OF CONNECTION AT MAIN) �D uv 101, ��`SD�' / - SS SS 2LF-6"O 6" PVC SDR35 @ 102.50% 4� N -1 - - 12?� j� - 21LF 6" O 6" DIP CL52 @ 1.00%� N N N - SS �5y 10 X22 6 8 /� L.L 1 � TEI X /C � ° i \ GPS pO T&Lp 4 PS i 2� 7 - Q�i S _ A OWS POINT Or TCONNECTION PER MECHANICAL. I0'I�33�' QELOW FINIM-1gA,'ItJYOW IE=17.97, 12"CPP W SANITARY POINT F CONNECTION PER MECHANICA . INVERT 3.00' BELOW FINISH LOOR, Iq e�6 = 12.36 1 FORCEMAIN L Py ��0� 2396 2 mo 0 STORM CATCH BASIN TYPE I RIM=23.66 IE=19.65, 12 "CPP N IE=19.76, 12 "CPP E IE=19.76, 12 "CPP S IE=20.38, 6"PVC W STORM CATCH BASINfi TYPE I RIM=22.55 IE=20.28, 6"PVC W IE=20.02, 12"CPP N i EXISTING AS -BUILT' WATER MAIN, FIELD - LOCATED 2024-03-11 loop ' `L ivv X titiab P titi1$ 23 TELEPHONE RISER JH( L;j Q z J �0„ 0 N 7&8" OAS - 1 42" "WATER LINE" ailljlllllll RED "HAZARD" XO(0` ` • 0 �, O • "NO PARKING" ` r^ A,�Q��°o C WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PRIVATE) SCALE: 1 "=20' 3 AS -BUILT WATER MAIN ADJUSTMENTS S&H • Call 811 2 FIELD CONDITIONS CONFLICT RESOLUTION S&H • ° two business days 1 RFI 010 FIRE RISER RELOCATION S&H before you dig NO. REVISION BY SURVEYED: DESIGNED: 03.21.24 DCD DKM/RJJ 11.02.23 DCD DRAWN: KLK/DKM 08.28.23 DCD CHECKED: DCD DATE AP P R APPROVED: DCD EN I UKY LINK WLJ I ' 2.S GAS oNY- "NO PARKING" CHAINLINK FENCE X �k' STORM VAULT W/OIL WATER SEPARATOR 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS RIM=24.08 TOP OF BAFFLE=21.78 TOP OF VERT. TEE=21.55, BOTT. OF VERT. TEE=18.58, 12"PVC W TOP OF PIPE=20.9f, 12"PVC E, UNABLE TO MEASURE IE WATER LEVEL=19.98 BOTT. OF STRUCT.=17.53 1 TPN 3340402755 1 AZULq PROPERTIES LLC I 1 I ) VACATED R RENTON I 5 g PER CITY OF 4668 �RDINANCE 0j15p313 REC. NO 1997 2 92 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWING PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. UTILITY AS -BUILT INFORMATION OBTAINED BY MCKEE ENTERPRISES AND VERIFIED BY SITTS & HILL ENGINEERS, INC. NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON LEGEND PROPOSED FEATURES- Wy DOMESTIC WATER SERVICE F FIRE SPRINKLER SERVICE m WATER METER FIRE DEPARTMENT CONNECTION Y FIRE HYDRANT SS SANITARY SEWER PIPE ® SANITARY SEWER MANHOLE WITH ACCESS LOCATION • SANITARY SEWER CLEANOUT N GATE VALVE ► THRUST BLOCK GENERAL NOTES 1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS C5.2C AND C5.3C. 2. SEE CITY OF RENTON STANDARD WASTEWATER (STD. PLAN C413) AND WATER (STD. PLAN 300.0) NOTES ON SHEETS C5.2C AND C5.3C, RESPECTIVELY. 3. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION. 4. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION. 5. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION FROM MAIN LINE TO PROPERTY LINE. 6. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM PROPERTY LINE TO BUILDING CONNECTION. 7. SEE STD. PLAN 330.1/C5.3C FOR WATER VALVE BOX INSTALLATION. 8. SEE STD PLANS 330.2 AND 330.3 ON C5.3C FOR THRUST BLOCK INSTALLATION. 9. WATER SERVICE INSTALLATION SHALL BE PERFORMED BY CITY OF RENTON FORCES. 10. SEE SANITARY SEWER PROFILE ON C5.2C. KEY NOTES 2' DOMESTIC WATER METER & METER BOX PER STD. PLAN 320.3/C5.4C. :� 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD. PLAN 360.2/C5.3C. NEW METER TO BE INSTALLED WITHIN EASEMENT. 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN. 2" TYPE 'K' COPPER SERVICE PIPING, LENGTH PER PLAN. 6" D.I. 90 DEGREE FITTING WITH THRUST BLOCK. 3/" IRRIGATION METER AND METER BOX PER STD PLAN 320.1/C5.3C. 7� 1" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION SYSTEM, SEE STD. PLAN 340.8/C5.3C. 8� SEE L2.00 FOR IRRIGATION PLAN OIL WATER SEPARATOR PER DETAIL 500/C5.2C 10 INSTALL SIDE SEWER STUB PER STD PLAN 406.1 /C5.2C 11 INSTALL RPBA PER STD PLAN 350.2/C5.4C 12 INSTALL 8" x 6" TAPPING TEE (MJxFL), 6" GATE VALVE, AND CONCRETE THRUST BLOCK 13 6" D.I. 11.25 DEGREE FITTING WITH THRUST BLOCK. sitts&hill CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 19480 Project Mgr.: DCD Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM S-422904 I W-422902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON Planning/Building/Public Works Dept. WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PRIVATE) DATE: FIELDBOOK: PAGE: C5.00 SHEET: OF: 27 39 N T O O N Ir 0- LO T O O I N N a J LO O O O N A u