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HomeMy WebLinkAboutW-422903N n w a W 8 )LE A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON LEGEND RIM=22.06 UN I HY LINK WtS I _ ' PROS FEATl1RES- IE=19.91, 8 D.I. N �02 _ _ w _ oz �, 2�As IE=16.44, 6"PVC E x ti' sD a .° _ w i GAS P-_ IE=16.36, 6"PVC W AS HALT w %L`L� ��2. o W DOMESTIC WATER SERVICE a s 12 ° _ w TF S "�' / F7 GAS GAs - HP" FIRE SPRINKLER SERVICE o "NO PARKING' -23' a SD. . ` �� : • I , - ` p / ■ �. 2��A= ss GAS - oHP - N CE NO PARKING" F S ■ N �► - K FE WATER METER ss GPI HAINLIN - - 5 S. _ - � SS 22 7.5 C - k-� _ - 2 _ - - - - - T 23 x 2 STORM VAULT W/OIL WATER SEPARATOR FIRE DEPARTMENT CONNECTION _ ss P _ _ -_- w - 22 - - - - -ss _ N 3 LIDS. UNABLE TO OPEN 2 OUTER LIDS D 'a = - w - ASPHALT �� 23 TEL 'TEL RIM=24.08 Y FIRE HYDRANT -� T L TOP OF BAFFLE=21.78 I / ss ss ss / / y L TEL T L TOP OF VERT. TEE=21.55, SS SANITARY SEWER PIPE I ' o BOTT. OF VERT. TEE=18.58 12 PVC W _SS X 222� s �22 ttE - ti� TOP OF PIPE=20.9f, 12"PVC E, f5 SANITARY SEWER MANHOLE WITH ACCESS LOCATION - Y UNABLE TO MEASURE IE WATER LEVEL=19.98 • SANITARY SEWER CLEANOUT � TE4EL - - / Q BOTT. OF STRUCT.=17.53 L - EL � GATE VALVE 213 TEL 22 I - / / �\DI 'n' I // I PO. THRUST BLOCK x 50� TPN 3340402755 ti AZULq PROPERTIES LLC I I I ) VACATED R RENTON I 5 g PER CITY OF 4668 �RDINANCE 0j15p313 REC. NO 1997 2 3l 1t=1 /.y/, I CJ 1-' w = 12.36 I FORCEMAIN E y �Oo 16 �P i 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 19. 0 X TOP L 19. 3 X APPROX BE D 19.26 X TOP WL 19.33 X TOP WL EXISTING AS -BUILT' -� WATER MAIN, FIELD LOCATED 2024-03-11I VHC TELEPHONE RISER 40,, 0 N 7&8" OAS - 1 G 42" \I , "WA TER LINE" w Sp SD 'l RED "HAZARD" x 21' � ^ � 2� �( 12 xti19k Q �1 w --- g O. w 540ro '`� x �ti L "NO PARKING" NO1913 sae vJ �; Do gaKiNeN � ' L L``/ `�� �• 'b �` Q�CFo�o AQ4 - t� WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PUBLIC) SCALE: 1"=20' SURVEYED: SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 DESIGNED: DKM/RJJ • Call 811 2 AS -BUILT WATER MAIN ADJUSTMENTS S&H 03.21.24 DCD DRAWN: KLK/ DKM ONE INCH DATU M • ® two business days 1 RFI 010 FIRE RISER RELOCATION S&H 08.28.23 DCD CHECKED.: AT FULL SCALE DCD before OU dig APPROVED: IF NOT ONE INCH y g N0. REVISION BY DATE APPR SCALE ACCORDINGLY DCD 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. 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD. PLAN 360.2/C5.3C. NEW METER TO BE INSTALLED WITHIN EASEMENT. B� 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN. 4� 2" TYPE 'K' COPPER SERVICE PIPING, LENGTH PER PLAN. 5� 6" D.I. 90 DEGREE FITTING WITH THRUST BLOCK. %" IRRIGATION METER AND METER BOX PER STD PLAN 320.1/C5.3C. P� 1" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION SYSTEM, SEE STD. PLAN 340.8/C5.3C. R:--:�- 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 CONSTRUCTION RECORD DRAWING LvC.. PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED r PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. ,po .p�G46449 UTILITY AS -BUILT INFORMATION OBTAINED 1.Gar BY MCKEE ENTERPRISES AND VERIFIED BY SlOy.at E� SITTS & HILL ENGINEERS, INC. NORTH HORIZONTAL SCALE: 1"=20' 20 0 20 40 C TY OF R RENTON vul9v sitts&hill CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://vvww.sittshill.com/ Project No.: 19480 Project Mgr.: DCD Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM W-422905 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON Planning/Building/Public Works Dept. WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PUBLIC) DATE: FIELDBOOK: PAGE: C5.1 C SHEET: OF: 28 39 N T O O N Ir rev Ln N T O 0 N Q J 0 O N N 6 1 u