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HomeMy WebLinkAboutR-408535z C7 WATERLINE w�I l I O I N i A (G2) a I' of I THE NORTH LINE OF THE S1/2 OF 1" DOMESTIC WATER PN 092305-9061 THE W1/2 OF THE NW1/4 OF THE 6 DOUBLE CHECK TRI & L LTD PTSHP ROOF ELEV. ° NW1/4 OF THE NW1/4 OF SEC 9, VALVE ASSEMBLY EXISTING BUILDING TWP 23N, RING 5E, W.M. C5.=371.84' PARTIAL FOOTPRINT o (TYP OF ALL BLDGS) I a . 6" SS 2.0% r1ERY8° 54" GATE 30 0' S #5 (TYP) ---' I s 1 88°56' 4'E 7'- - - - ------------- _--- W I WEL NDOW 1- - - - ° A A ° _ 1+00 1 00 UN &CAP N ; I I S L #43 618 bo SIGN i 2" C OSS S p RT m I 3 2 - BLI FLA GE SFWE e�� q 6" S SERVICE,1 oR 5. 5. "TEMP BOW-0 F R NET P PIG STATION P R 3.5 EL FF LL� N a TY BLDG C) APN 722780-1370 C R STD PLAN 300. / I m I I CONICBL CKING REBAR 4 FIRE HY ANT cAP PERRINE LL W 1" OM W LS 43618 S I .° • 3c� , I � , ° , A N - •% ER CE (TYP 74 of 2OF . 3 P) co cmI C5. / �� BLDG A ii S 5 49 145 6 3 3 N ° 6 5 1" STIC WATER a .• d� x PARK BENCH SERDVI EEAND METER I / _ / / (TYP.) - s R.R_TI ALL - ° p 3 II N a AND OUBLE CHE K / C ECK VALVE ULT / I LUI JBIOX COR00 MARE ST SSPLANL 3 0.8 �,_ \ (TY SEE NOTE 14 • i / HEATPUMP VAL TELEPHONE RISER STREET SIGN LUMI�AIRE & JBOX FIRE - HYDRANT SIGNAL - JBOX EPHONE RISER SIGNAL JBOX OF SEC 9, TWP 23N RNG 5E, W.M. PUBLIC SANITARY SEWER MAIN PROFILE 1 (TYP) EX 8" SS MAIN PROFILE SHEET I AND IE (TYP) S88°55'42"E 319.70' I co erra ENGINEERING PLLC 6413 Phinney Ave North Seattle, Washington 98103 ph 206.596.7115 coterraengineering.com 2 DO RECORD DRAWINGS REVISION 4/9/21 SURVEYED: DESIGNED: MB DRAWN: MB CHECKED: PA BY DATE APPR APPROVED: SCALE: 2 WATER MAIN C5. 1-12" COUPLING 12" NIPPLE FOUND REBAR & CA45' HB MJ SSM LS #43612, 436BLOCKING ON SOUTH oC E EX 12" W 1.1'w AS UIRED. FIELD LOCATE LINE AND GRADE PRIOR TO CONSTRUCTION 1988 1 »=20' HORIZO TAL• NAD NAVD1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EXISTI FOOTP ROOF ELEV.= H POWEF METER a d �\AC�ARPdCARPOf�.T APN 722780-1385 j.. VISSER \ EXISTING HOUSE PARTIAL FOOTPRI� -f - - SANITARY SEWER MAIN - - - - SANITARY SERVICE LINE e CLEANOUT 5 C5. SANITARY SEWER MANHOLE 48" 2 SEE NOTE #12 THIS SHEET. C5. C500110 - - - WATER SERVICE LINE WATER/FIRE MAIN x H WATER VALVE 6 C5. FIRE HYDRANT 4 C5. 5 61 WATER METER C5. H 11.25° BEND �- 22.5` BEND 45- BEND rl 90- BEND WATER CAP # WATER COUPLING 2 C5. 001 WATER REDUCERS IZI WATER TEE 7 ® CONC THRUST BLOCKING HORIZ C5. FIRE DEPT CONNECTION 9 POST INDICATOR VALVE NOTES 1. SEE SHEET 01.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND GENERAL SANITARY SEWER NOTES. 2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND REQUIREMENTS. 3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON STANDARD 406.2. 4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES. 5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE SERVICE METER AND FIRE SERVICE, BACKFLOW PREVENTER, AND FDC LINES PRIOR TO CONSTRUCTION. FDC LINES SHALL HAVE CHECK VALVES INSIDE BLDG. 6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC 212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL PERFORM THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC 212-80-043(2). 7. LOCATE ALL WATER METER AND DOUBLE CHECK VALVE BOXES FOR DOMESTIC SERVICES OUTSIDE OF MAIN DRIVEWAY AISLES AND PROVIDE TRAFFIC RATED LIDS. 8. SEE SHEETS C5.0 TO C5.2 FOR APPLICABLE DETAILS. 9. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED JOINT RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 AND CONCRETE BLOCKING. 10. SURFACE MOUNTED UTILITIES SHOWN ON LANDSCAPE SHEETS PER HEARING EXAMINER CONDITION OF APPROVAL #6. 11. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT OF ALL WORK. STATIONING FOR WATER LINE WORK SHOWN ON WATER LINE PROFILE PLAN SHEET C4.3. 12. SANITARY SEWER MANHOLES SHALL BE PER COR STD DTL 400.2, "SANITARY MANHOLE SHALLOW" SHOWN ON DETAIL 2, SHEET C5.1, UNLESS NOTED OTHERWISE. SANITARY MANHOLES WITH RIM TO LOWEST INVERT DISTANCE GREATER THAN 7.0' SHALL BE PER COR STD DTL 400.1, "STANDARD SANITARY MANHOLE" SHOWN ON DETAIL 1, SHEET C5.1. 13. INDIVIDUAL PRESSURE REDUCING VALVE ASSEMBLIES PER DETAIL 7, SHEET C5.0 SHALL BE INSTALLED ON EACH DOMESTIC WATER SERVICE WITHIN EACH TOWNHOME UNIT DOWNSTREAM OF THE DCVA. Q r� 14. CHECK VALVE VAULT TO BE 444 UTILITY VAULT. R-408535 15. BLDG B FDC CHECK VALVE LOCATED INSIDE THE BLDG. S-408504 CONSTRUCTION RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PREPARED BY DAVID EVANS & ASSOCIATES, INC., DATED 3/23/21, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. CITY OF RENTON Planning/Building/Public Works Dept. W-408503 z O v_! Lu I G rr nW I..r. r� v! O n z O Il00000- Z) rr r� VJ z O U \J_ W, u IN COMPLIANCE WITH CITY OF RENTON STANDARDS WILLOWCREST TOWNHOMES EDMONDS AVE NE, RENTON, WA COMPOSITE UTILITY PLAN 7/29/19 PAGE: DRAWING NO: C4.1 SHEEP: OF: 14 3! 0 H H • a J N T O O 0 rn T n vJ Lu 2 O >z O U) Lu U O J J