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HomeMy WebLinkAboutR-422952A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LEGEND N RIM=22.06 N a _, so; �, e GLIV I UKY LINK WLJ I PROPOSED FEATURES- N N IE=19.91, 8 D.I. N �02 s so -'� .Q _ W i �s or 2l;AS SD' a - W _ / GA / P - s _ w %L`L� o Ps IE=16.36, 6"PVC W AS HALT s W DOMESTIC WATER SERVICE 8 / E1.1 2 _GAS - HP _ O _ a a _ w ' ' IH S GAS FIRE SPRINKLER SERVICE NO PARKINS, a so, _ _ F 0 � � 23 a .so. �w - ' _ N Z ��SS - - GAS - OHP- GE „NO PARKING" a BP �. so a _ w _ a Sow. � �= ss ! .,' G GAs. a CHAINU FEN_ WATER METER �- 0 3 "NO PARKING" 5 e so ss �2 -�Q ° 7.5- T w _ - -° X S STORM VAULT W/OIL WATER SEPARATOR �(% FIRE DEPARTMENT CONNECTION SS y .. . 2 22 - - - - - - ss ... a 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS 7 ASPHALT POINT OF CONNECTION �'P� � � � - FIRE HYDRANT ° 1E� RIM-24 08 BP o ss a I L TOP OF BAFFLE- 21 78 IE:16.15 8' PVC EXIST. ss a a TES = SS SANITARY SEWER PIPE >P so �, so _ - IE:16.23 6" PVC NEW ss �2� .... a a I ' = 58, 12"PVC W t TOP OF VERT TEE 21 5 _aE - ti� TOP OF PIPEBOTT. OF R20.9fT. E 12"PVC E, ® SANITARY SEWER MANHOLE WITH ACCESS LOCATION N _ - - �2 ss �fEt��IE14E I , :. z UNABLE TO MEASURE IE I ��� �� a / WATER LEVEL=19.98 • SANITARY SEWER CLEANOUT N 21 LF 6 CPEP @ 1.00% N x 2 - z BOTT. OF STRUCT. =17.53 s ss 3� a a ° TEI. �� tfEl , - // U N GATE VALVE N �22�2 Q ©.. - ��. C-SSC005, 6 SSCO _ I ' �? 7 6 -° 8 T RIM:21.95 = \SD p 213 / I ► THRUST BLOCK LO �,' _ 1EI ° 22 IE:18.52 6" S (IN) GAs X �� I IE:18.52 6" N (OUT) 7■-�- I 50� TPN 3340402755 �\ / ti AZULq PROPERTIES LLC rr (IS - - CIS as (IS iO - n • � I ! / I GENERAL NOTES I I I ) VACATED R RENTON I 5 g PER CITY OF 4668 �RDINANCE 0j15p313 REC. NO 1997 2 92 )LE --� IE=17.97, 12"CPP W 10' BAY = 12.36 �I / DOOR 1111111 FORCEMAIN E Py �p� 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 X TOP L \ W L J JB 12\ F- / X APPROX 5 I "WATER LINE" 19.26 X TOP WL - W S_J SD RED "HAZARD" 19.33 ( X TOP WL / gh O `0 X tip• 11 W 0 EXISTING AS -BUILT' rn w x 22• !' , 0 w WATER MAIN, FIELD W ��/ '` LOCATED 2024-03-11 N 26 /2 X tititi "NO PARKING" Q► 3 9,0 �O O^�Q' loop »NO X titia6 p ' 1913 p0 96 A` 4 goo CO) �4Q TELEPHONE RISER JHY COMPOSITE UTILITIES PLAN (PRIVATE AND PUBLIC) SCALE: 1 "=20' SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 DKM/RJJ • Call 811 2 AS -BUILT WATER MAIN ADJUSTMENTS S&H 03.21.24 DCD DRAWN. KLK/DKM 1 RFI 010 FIRE RISER RELOCATION S&H 08.28.23 DCD CHECKED: ONE INCH DATUM two business days DCD AT FULL SCALE IF NOT ONE INCH z before OU dig APPROVED: SCALE ACCORDINGLY w y 9 N0. REVISION BY DATE APPR J DCD 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. I� NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF RENTON Planning/Building/Public Works Dept. 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. KEY NOTES 2' DOMESTIC WATER METER & METER BOX PER STD. PLAN 320.3/C5.4C. 2� 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. %" 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. 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 4�Ee �C�rf CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 fs PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ �PicGjO .K�` Project No.: 19480 Project Mgr.: DCD Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM {L' S-422903 W-422901 I R-422952 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON COMPOSITE UTILITIES PLAN (PRIVATE AND PUBLIC) DATE: FIELDBOOK: PAGE: C4.00 SHEET: OF: 26 39 N T O O N Ir 0- Ln N T O O N a J 0 O O N A u