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Home My WebLink AboutzW-4229setA 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 A 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 N 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 A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON IiI a z J WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. B. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ti�Y o PUBLIC WORKS WATER PLAN GENERAL NOTES STD. PLAN - 300.0 DEPARTMENT MARCH 2O10 SHACKLE RODS r^� T pPE^ A BLOCKING A ocA nc If S �l TYPE B Y PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 .ash �`•` DEPARTMENT FITTINGS `F'FN Tp$ MARCH 2O10 13%24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN 9" MIN 12" MAX FINISH GRADE z¢w �> NRu 22-1/2' GT PIP z IN UNIMPROVED RIGHT OF _z f WAY INSTALL METER BOX AT - PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w EL I SIDEWALK a TOUCHREAD WATER METER TO BE PRIVATE PIPING SUPPLIED BY THE 12 z_ x w CITY � > TYPE "K" SOFT o � COPPER TUBING `�'� IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING L LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. N OTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. `S Y * a► �; PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1 j DEPARTMENT NOVEMBER 2009 NOTE: WATER SERVICE AND METER TO BE INSTALLED BY CITY FORCES. WATER METER PERMIT REQUIRED LL! z � J Q >_ I � L, W 010 0!� DIRECTION OF FLOW 3„ (MIN.) I I - I 6" MIN. 6"MIN.(TYP.) UNION (TYP.) PLAN X Q 3"MAX. Z_ CO Z_ 0 0 6"MIN. o 0 � O TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. `r 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 + i + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR �- DEPARTMENT RESIDENTIAL FIRE SPRINKLER �Nzo MARCH 2O10 • Call 811 • m two business days before you dig NO. PLAN VIE WATER VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12' MIN, 18" MAX, 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-1/4" DIA. 12" 1/8' MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 3� INN. 3„ 38" MIN. WIDTH WHITE POST -I 62" IIIIIIIIIIII III �IIIIIIL TI it 24" VALVE MARKER POST � Y a.►��' PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1 DEPARTMENT NUT EXTENSION MARCH 2010 �- �NT� PRECAST CONCRETE VAULT WITH 3 - 3'x 3' ONE EACH SIDE HINGED STEEL PLATE COVERS. DIMENSIONS 5-8% 11'-2% 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED VAULT OR EQUAL 4"x4"x6" BULL HEAD TEE, FL. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. 6" PIPE FL.x DRILLED HOLE IN COVER. FL. 2'-0" LO THE BY-PASS ASSEMBLY SHALL BE \ INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY 5/8"x3/4" SENSUS SRII (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY 3 71,- 2„ CITY PRIVATE 2: PIPING PIPING a TEE (MJ x FL) 3'-2' 6" 90' BEND FL. GATE VALVE (FL x AS) Z�- 5,- 8,. -TO CITY MAIN 12" ALL AROUND CONCRETE BLOCKING ALL DETECTOR DOUBLE CHECK VALVE 10", 8" OR 6" FL.x P.E. SEATED SHUTOFF VALVES DAND TEST RESILIENT PLAN PIPE WITH COLLAR 18" COCKS. AND APPROVED FROM P.E. CROSS -CONNECTION CONTROL 10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF 8"- S-6" LONG HEALTH LATEST APPROVED LIST. 6"- 4'-0" LONG DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10", 8", OR 6" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. NOTE: DRILLED HOLE IN COVER, 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17 1/2" FOR 8" ASSEMBLY 18 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2 FOR 6" ASSEMBLY VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS ------ INSTALLATION REMOVE THE TEMPORARY SUPPORT TR-PL METER WITH 7'-2" AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER 4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW S ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. 4"x 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. - 6" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL. EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTTOM INSTALL EPDXY NON -SHRINK GROUT (TYP.) 6" PIPE, FL.x FL. SO" LONG r 6"& 8" ASSEMBLY. 6" SHORT m I RADIUS 90' BEND FL. 1 10" ASSEMBLY 90' 8"X6" REDUCING BEND FL. TO BUILDING DEADMAN BLOCK REQUIRED. 10",B",6" FL x MJ ADAPTOR 10" ASSEMBLY 10"00%8"TEE FL. 8" ASSEMBLY 8"x8"x6" TEE, FL. 6" ASSEMBLY 6'x6"x6" TEE, FL. 10", 8", OR 6" GATE VALVE, FL.x MJ, WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL), PAINTED RED, 10% 8", OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT. PIPE x S -6" [�6-90' BEND FL.- 2'-11" GALVANIZED _ STEEL LADDER COMPACTED FOUNDATION 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. END VIEW �' ' PUBLIC WORKS 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2 a► ``' ` '`•` ` DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE �NSC� INSTALLATION MARCH 2O10 v 4 a 11-1/4' BEND 22-1/2" BEND 45' BEND CAP TEE 90° BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND &GRAVEL 90, 45' BEND 11 1/4' 90-"4.74.7 11 1/4' 9D'd3.5 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND & 22 1/2' BENDCAP OR PLUG & 22 1/2' BENDBEND BEND 4" 7.0 4.2 4.2 1.7 2.9 1.0 2.2 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 1.9 5.0 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 3.4 8.8 6.3 2.512" 530 375 375 150 26.5 7.5 20.0 14.0 5.6 AREASCALCULATED ON 300 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' TRUST BLOCK BE. REA REFERS TO ..ICE OF BLOCK M IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. TY PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 + + DEPARTMENT HORIZONTAL AND DOWNWARD F ? VERTICAL BENDS MARCH 2O10 PLAN SUMP PUMP DETAIL . . . J SCALE: N.T.S. 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. CONDUIT AND CONNECTION BY ELECTRICAL SUBCONTRACTOR IBLE COUPLING 1" SDR 35 PVC DISCHARGE PIPE) FITTINGS, UNIONS AND PIPE SUPPORT BRACKETS AS NECESSARY. ATTATCH TO VAULT WALL SECTION SUMP PUMP sitts&hill 4�Ee �C�rf CIVIL I STRUCTURAL I SURVEY a 2 'Upul 4815 CENTER STREET I TACOMA, WA. 98409 fs PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ 46449 Project No.: 19480 Project Mgr.: DCD Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM W-422904 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: DESIGNED: AS NOTED HORIZONTAL: N D 1983/1991 C TY OF BROTHERTON CADILLAC - RENTON FIELDBOOK: DKM/RJJ RENTON PAGE: DRAWN: KLK/DKM ONE INCH DATUM DRAWING NO: CHECKED: DCD IFAT NOT L SCNCH Planning/Building/Public Works Dept. WASTEWATER AND WATER UTILITIES DETAILS C5.31C REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY (PRIVATE AND PUBLIC) SHEET: 3O OF: 39 LO O O O N N 1 * u A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON N N N ^^I n rr 1 .0 EXISTING AS - WATER MAIN, LOCATED 2024-C SEE OVERALL I FOR COORDII ENLARGED DOUBLE DETECTOR CHECK VALVE .` J SCALE: N.T.S. KEY NOTES 1� EXISTING 8" PUBLIC WATER MAIN P� HOT TAP, VALVE, AND METER PER STD. PLAN 320.3/C5.4C P� 8" VALVE BOX 4� 30" X 17" METER BOX 5� ±36" x 18" HOT BOX FOR RPBA CONCRETE THRUST BLOCK AT 90° BEND OF 6" FIRE SERVICE DOMESTIC WATER �'ATMCTION DETAILS. GENERAL NOTES 1. SEE STD. PLAN 330.2/C5.3C FOR CONCRETE THRUST BLOCKS. 2. SEE STD. PLAN 320.3/C5.4C FOR WATER METER INSTALLATION. 3. SEE STD. PLAN 350.2/C5.4C FOR RPBA INSTALLATION. KEY NOTES 1� 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD. PLAN 360.2/C5.3C 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN 3� 6" D.I. 90 DEGREE FITTING WITH CONCRETE THRUST BLOCK 8"X6" TAPPING TEE (MJxFL) WITH CONCRETE THRUST BLOCK :� 6" GATE VALVE (FLxMJ) 4" x 2 Y2" FIRE DEPARTMENT DOUBLE CONNECTION :� SUMP PUMP PER 520/C5.3C 8� INSTALL FIRE HYDRANT PER STD. PLAN 310.1/C5.4C REMOVE EXISTING HYDRANT AND PIPE GENERAL NOTES 1. SEE STD. PLAN 330.2/C5.3C FOR CONCRETE THRUST BLOCKS. 2. SEE STD. PLAN 360.2/C5.3C FOR ALL APPURTENANCES AND DIMENSIONS ASSOCIATED WITH DDCV ASSEMBLY. 5 HORIZONTAL SCALE: 1"=5' 0 5 10 CAUTION VALVE BOX SHOULD NOT REST ON ? PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. w 0 11 12 0 o: a En PLUMBING 9" MIN. 9 SHALL CONNECT X. HERE oo rPRIVATE M] ] 2" BRASS PLUG CRUSHED ROCK BASE (THREADED) TO SUPPORT VAULT.BY PASS NOT ALLOWED FOR IRRIGATION METERS 13 MIPT x QUICK JOINT 1-1/2 AND 2 WATER SERVICE DETAIL a MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT-OF-WAY BEHIND SIDEWALK 1. 2" tapped tee on new water meter. 2. 4" long X 2" brass nipple with threaded ends (MIPT). A -A 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if DRILL 2" HOLE FOR required (see standard detail 330.1). TOUCHREAD DEVICE 4. Two piece cast iron valve box. Standard B" top section with regular base section, length to fit, "lug" type cover. 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 each 2"-90' brass or bronze elbows (FIPT x FIPT) 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper type K or brass nipples, length to fit. TYPICAL RIB� 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald brass 2-1/2" MIN. FROM NEAREST 3OB715WDFF775, with flanged angle ball valve and padlock wings on inlet, and angle check valve AND FRONT EDGE OF PIT LID outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x3O" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron damond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. MATERIAL LIST FOR 1-1/2" SERVICE WITH METER LOCATED IN RIGHT -Of -WAY BEHIND SIDEWALK 1. 2" tapped tee on new water main 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT), 2 each 1-1/2" brass or bronze nipples 6" length (threaded ends), 2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIPT) 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper type K or brass nipples, length to fit. 8. 1-1/2" pack -joint 90' ell, for Ford L44-77 or equal. 9. 1-1/2" Customsetter with by-pass Ford VBH 66-12B x 13-3/16" or McDonald brass, with flanged angle ball volve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17%30" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron damond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid and meter read lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-56 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. STD' PLAN - 320.3 PUBLIC WORKS 2 AND 1 %z' WATER SERVICE LOCATED DEPARTMENT O IN RIGHT OF WAY BEHIND SIDEWALK FEBRUARY 2010 TESTING DETAIL 00-A " TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL ' O NEW D.I. WATER LINE (IFTER ALL CLEANING BY POLYP G, PRESSURE TESTIN G AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON S1ZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 300.1 i DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 F FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB x x 5" STORZ 5'x5'x5x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK O 2 EXPANSION JOINT AT BACK OF SIDEWALK �fCRETE SIDEWALK ORNPLANTING STRIP 36" MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE � `�i� THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. i GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT i 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 1 ONE MAN ROCK s 6" CONCRETE PAD 16" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 ' ''•` ,' DEPARTMENT V o, MARCH 2O10 HORIZONTAL SCALE: 1"=5' 5 0 5 10 SURVEYED: SCALE: e DESIGNED: AS NOTED DKM/RJJ • CaLdays 2 AS -BUILT WATER MAIN ADJUSTMENTS S&H 03.21.24 DCD DRAWN: / KLK DKM ONE INCH • 0 two bu1 RFI 010 FIRE RISER RELOCATION S&H 08.22.23 DCD CHECKED: AT FULL SCALE DCD before APPROVED: IF NOT ONE INCH N0. REVISION BY DATE APPR SCALE ACCORDINGLY DCD VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM L] 120 VOLT ELECTRICAL OUTLET FOR z HEAT TAPE. INSTALL HEAT TAPE r FOR FREEZE PROTECTION 3 CENTER BACKFLOW I PREVENTER IN O o REDUCED PRESSURE ENCLOSURE BACKFLOW ASSEMBLY (RPBA) 3" MIN. � O I 3" MIN. INSULATED ENCLOSURE 3" MIN. "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER O �- 3" MIN. CONCRETE SLAB z UNION Z: FINISHED N GRADE FINISHED GRAD OODRAIN z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA'S. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 2Y STD. PLAN - 350.2 �u PUBLIC WORKS REDUCED PRESSURE BACKFLOW DEPARTMENT ASSEMBLY IN HOT BOX '�'f� • MARCH 2O10 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. It. I C TY OF 7R RENTON vassiv Planning/Building/Public Works Dept. D C. sitts&hill �d9 I �4s tt 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/ '�o G 49 1%� Project No.: 19480 Project Mgr.: DCD SjOyAL �`vG Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM W-422905 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON WASTEWATER AND WATER UTILITIES DETAILS (PRIVATE AND PUBLIC) DATE: FIELDBOOK: PAGE: DRAWING NO: C5.4C SHEET: OF: 31 39 N T O O O N N Ir N T O O 0 N Q J L O O O N N 61