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HomeMy WebLinkAboutR-419529Ln W F_ A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE I -}3' CHN LNK FNC I GAS MARKERS I 164 ,�S OLrMPIC PIPE LINE SANITARY SEWER MANHOLE RIM=416.46 O N0'19'43"W 1.82' IE=409.28, 8"PVC N 6� A S88-42'37E 40.01' I �- W W / S88'48'26"E 359.25' I I S IlfE=g09.24, 88"gPV�C � A'`6 I I I J. GRASS 0 Iq O 0-0-0 O O _ N�L°A75bdil "rf- NE 9TH PL C �, ~O R 665 � FUND 2" BRASS DISK IN CASE • CONC STRI O 6 CHN LNK F C IO O- -.z� T- �' CHN LNK F�N\C O O O SS - LADOER-EASTs x x x U 0.06' EAST OF CALCULATED CENTERLINE --{� ASPHALT ROADWAY • `� ASPHALT On Y `L� °'J'. / �o'O m IUJz / A / \ {��p,;�,�� - - - - SS SS SS sS W N %MTH 'X; DOWN 0.6t � .{(/_`,�/,�o ,�[�Ay / n�mY v Z. �Sps I ss W4 r02 06�2020) -'• zz z I z�A 'J a�J / / \ _ \ I SANITARY SEWER MANHOLE (IS �bg6 Q x 161 • I, a I ��,��m� � * /1 2 / \ I RIM=422. 5 � z STREET SIGN ' Y�� z a z / /-' o 1E=414.0 8"PVC E 6' WOOD FNC \ I •z / " \ _ I IE=414.1 6"PVC S 4 33" CEDAR RP=12 i I " N * / i /W m m I STORM CATCH BASIN z \ IE=414.06, 8"PVC NW I TYPE II 416. 3 O STORM CATCH BASIN o L �/,, \ FLOW EAST RIM=41765 z z / ? �m n Z7� z / /z z \ 1 o LADDER SOUTHWEST IE=412.36, 12"CPP E I RIM=416.11 / O 0 / / (/V / / o I IE=412.35, 12"CPP SSE IE-413.51, 8"GONG E i i p= IE=413.54, 8"UNC W I O \ Z/ \ \ / I <i / / / \ ` z TRAFFIC SPEEED w CAMERA . C i I � j� \ � 0 \ IE=4,2.72, 6"PVC SW \ °• �9 Y 1��JQ z I :' IE=412.40, 1""CPP W o 1 / i o-�,.��J��' LADDER SOUTH \ 41 I / / '7�� r z \ \ 1 0 Z _ I _ Q . 6' WOOD FENCE n .;.;9��J�J�`''``�-'' STORM CATCH BASIN CO \ I o m -/\ N e RIM=416.30 RP 6x6x6 45 WYE E=412.59, ,2"CPP N �� 4 �, ro / ^ o \ \ I IE=412.55, 12"CPP W STORM CATCH BASIN 6h EXISTING SSMH, RIM-416.94f z 1 i z / / \ \ � RIM=416.6, i o \ \ l IE=413.94 STORM MANHOLE - o \ \ IE-413.46, 6"GONG SE \ ff ff Z RIM=416.33 a - / / / /- O a,� IE=411.06, 12"PVC NE IE N EX.8=408.31f \�� I 6 SDR35-24L.F.®4.3% E=411.26, 12"PVCN 9 I \_ , o- j / _ 6X�3�6� WYE CO RIM=422.25 Z` 41 . E=412.93, 6"GONG NW IE SW(6 )=408.31 f O \ // / \ \ \ I E-414.0 1 LADDER EAST » _ ZWx /45`/ WYE E-416.J9 -6' CHN LNK FNC fi' GHN LNK FNC J E I OOL IE E(EX.8 )-408.28t \ / iEF41 42 \ R / a2s- S68°4� 6 E 69. 9\ \ �\ T- CONC WA P _ Z " o / r (TO R ST�OOM� � _ SANITARY SEWER MANHOLE / I RIM=416.04 I \STORM VA( \ O P \ l IE=408.05, 81PVC N I w 1 _ J u\�E - - �^ 0L IE=40778, 8"PVC S \ \ i I 16x6x4 45 WYE ° I \ . . . . . . - S TR FIG LD I � \ 1 I � 1 1D E � y5 IE=40778, 8"PVC W IH n \ TOP OF 'IS�CMP'FLO ONTROL =4,Z16 f/> LADDEtLUVV R EAST \ \ 1g \ \ \ / / T IE-417.50 / / / �6=41 6,86 \ IE OF 6" D0{�NTURNED E PIPE= 4.Q7 / WOTTOM�IP OF SIDE PIPE 1d 79ARYg \ - - RJM-4[[[y111C7 00 (ICARPE) z \ RI IT¢1694 WE OLE \I / 3 I NE 9TH ST C) "ds'8�31, 8 VC 416 25 ` IET41y7 58 M. / I 1 i , o .� 1 IL 2 8" CE \ \ \ \ \ `\ - _ / I _ _ - A o �aTH T\ I 157. 6x6x6 45° WYE I ... - ... _ \� �4, SDR35 44442L.�F. =. I IE=409.25 �. F M KING Fbu,WA - / �/ / 1 0 `, v �� I w - / / I z CO RIM=418.90 i �. - Z l / 6" R�5-1 :A10.0� i IE=409.34 I J lul \ \4x4�c4 45 IIIQLE _ , / LRr 1 Q 0�IM=42 4."PRESCHOOL. 51co CQ_R M=4i7.45 - _ _ - _ h� / 1E1417.79 / v v v v v � FIEF 4_TT - _ //--„ / 41. �rl \ 0C% \\ \\ \�\ \ \ � __ _._ ° -� - � - � Y2 HDPF(SDR9- a6 _ I v A \ \\ \�' V v SUPPLY/ LINE (w Delete North run of 3" j IRRIGATION SUPPLY LINE TEE F R UTUR Irrigation pipe and // / 3 U (SEE IRRIGATION PLANS) connect to Irrigation / / RES R00 'LOO' South of POC. / / g 3" FIBER OPTIC MON / Add irrigation POC see below Detail STRUC URE(S-) /. I � - connection to Mainline (DNE�,RTIS TURE) / / heading South from POC 41 7 �A 1 \ \ \ \ \ \ \ \ \ \ \ \ • PLY LI k,5 RIM=414.22 I I I I - 4144 SANITARY SEWER MANHOLE 85 WATER POINT IE=4071Z 8"PVCN OF CONNECTION 1 0 \ \\ \\ \ `DRINKING FOUNTAIN WATER \\ 2"H pE Nh FLOW VCS �cu Flow SOUTH / w I 4" AM LADDER WEST SS I \\ \\ \\ \\\ ��ANb\SEWER LINE CROSSING: \ / L.F / / \ \ \ 1 HDPE ��DR9 (W IE=422.00f \ ® �- _ - / / I ! \ \ \ \ \ 4' SDR35 (SS) IE=418.31f \ \ _ / / A6 4'CHAINLNK CAUTION: EXISTING 36 SPU l \ \ \ \ \ \ \ \ STORM CATCHBASIN TRANSMISSION WATER PIPELINE \ \ \I (PIPE\ CLEARANCE = 3.69f) \ 1 HDPE / RIM=413.18 \ \ \ SDR9-17L.F.�`\\ ' / I IE=409.81, 6"CONC E CONTACT SPU BEFORE ANY IE=409.35, 8"CONC W / �" I \\I \\ \\ \\ \ \ \ \ \\ \\ I DRINKING l� \® / // m j�° 3"RP=3 1° EXCAVATION WORK NEAR THE U11, / STORM GATGH BASIN - PIPELINE DRINKING FOUTAIN WATER coRIM=41,.52 CD 1\ I I\\ \\ \ \\ AND SEWER LINE CROSSING: \ \ j FOUNTAIN �` aDelete nd re reconnect to lnewe / i ;I 14.00 �o E=41° 6"GONG SW I D I 1" HDPE SDR9 (VIA IE=422.00f \ \ 27SDR35 �1 �� POC location north of 2" SDRD35 S� IE=418.49f \ \ \ ��� I. I I Irrigation POC aJ RSOLID IM LID %/� � STORM CATCH BASIN 79 \ \ I I 32L.F.@5.0� / t/1 IE=410.14, 6"CONC NE (PIPE C RANCE = 3. 4f) \ I I I ' I=410.49, 6"PVC S J \ v A y i I / �� Z IE=409.89, 8"PVC SW TIP I II I�13. � RP=7 / I \ _ _ \ _ _ I `• \ \ \ \/ \ \ \\ \ \ O \\ /I .� I® / / / / ul I 1� PED. CROSS LIGHT, TRAFFIC LIGHT, N�// / / /� SA 7 Hl C0 "DO NOT (v q 0' PED. CROSS SIGN ® \ J I Z 7 ENTER" NOTE: THESE WATER AND \� a N �� / ® / / // / , 29NH U"j'�"DO NOT \ l 1 408.49, N f/I ENTER" SEWER LINES PROVIDE \ a _ _ , \ - ° / / / / // ,/ ��1E=4�D3 6„ W /I J2.B, 4.6 SERVICE TO ONLY -THEE \\ I \ ) ® I r/ / // / / I 3D' 30, I \ \\ I \ DRINKING FOUNTAIN ATcr I ` � I STOR CpiC BASIN I � v7� \ \ \ I \ \ THE BACKSTOP PLAZA \ \�\ _ . /\ I f / RIM- 12. 8 �6"RP-6.5 v \ \ \ �\ / \ \ \ \ \ 1 I I i IE= 0. 8, 8 ONCE I �RN NG \ \ \ \ \ \ I I I � \\� /l I• I I // V o zs 17.�9 I f I =. \ \ \ I II 'I / o I la n � � C 1 ` \ \ > m I "BIKE n / o I \\\LANNE" DR / �JO I IKE/� 8" RP-10 46 tt �py o V 6. -10 PROPOSED UTILITIES LEGEND: * SEE CITY OF RENTON STANDARD NOTES AND DETAILS ON THIS SHEET AND SHEET C6.1 UNLESS NOTED OTHERWISE BELOW. HDPE SDR9 WATER LINE 86 C5.1 x LINE SIZE GATE VALVE * SDR35 PVC SANITARY SEWER LINE • SANITARY SEWER CLEANOUT GENERAL NOTE: 1. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO DEMOLITION AND CLEARING. CONTACT 'CALL BEFORE YOU DIG' AT (800) 424-5555 FOR FIELD LOCATION ASSISTANCE. RETAIN A PRIVATE LOCATOR SERVICE TO LOCATE UTILITIES WITHIN THE PROJECT SITE. 2. DIMENSIONS AND QUANTITIES SHOWN ARE FOR CONTRACTOR'S CONVENIENCE, CONTRACTOR RESPONSIBLE FOR ALL QUANTITIES AND DIMENSIONS. 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 61) INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE LIT€LITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPED EFLECTiON SHALL NOT EXCEED ONE-HALF OF PIPE MAN OF TURER S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH BENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE 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 PURIFY TESTING. S. 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 BETAKEN FOR PURITY TESTING BY THE 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. STD. PLAN - 300.0 . + Pt'F.3t.IC WORKS 1WATER PLAN GENERAL NOTES NiARCH 2010 _ �i \ A • - -- z N \ \\ \\ \\ \\ 11226 II Utility Specifications 0 OAl - eCH=LNKO B"CHA'LNKFNCN H ? Q _ N8e'4 'os"w s1_ 9�r�s' _ 6" CHN LNK FNC \ \ / / \ \ \ SANITARY EWER MANHOLE , 4x4x2 45' WWW�IF - �- IE=406.36, 8"CONC S Sanitary Sewer Notes and Specifications 4x4x4 45' WYE SHED y AO\DER NORTHEAST NW IE=422.60 _ S I I 1 THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. I / IE=420.39 _ ROCKERY CO RIM=425.45 EE M I RP-8 1. All work and work material shall be in conformance with the standards and specifications IE=422.62 / CO RIM=424.90 I of the City of Renton Planning/Building/Public Works Department and the latest edition IE=420.41 TL 0923059115 !n y of the WSDOT/APWA Standards and Specifications, as approved and modified by the n I / c� 08898000040 N I TL 0923059235 z < 7P-7 City of Renton in the Renton Standard Plans & Specifications. A set of approved plans \ Z w 3 z shall be kept on site at all times during construction. I/ 41210 co co "TOP" 2. The hours of work in the street right of way shall be per City specifications on weekdays \ / / "' I ZONE 4 45 p "20 MPH" unless otherwise approved in writing by the Planning/Building/Public Works Department. \ I� \\ SCHOOL AND traffic CAMERA An approved trac control plan must be obtained prior to beginning any work within \ 41211 ►� �' / 1 public right of way. 4Vy9 �1 6" RP 9 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or SANITARY SEWER MANHOLE 2.03 A � N 30 I disturbance. RIM=41 CAUTION REFLECTOR IE=405.53, 8"PVCN 'n30' I / ("p') ` ' FSO UTHWEST OUTHWEST SW LOW4. A pre -construction conference and a 24 hour notice Shall be required prior to starting STORM CATCH BASIN 1 Q O ADDER EAST STORM CATCH BASIN RIM=411.06 s (D RIM=41,.04 new construction. It shall be the contractor's responsibility to secure all necessary I IE=409.43, 6"CONC SE IE--408.77, 6"CONC SE E_408.35, 8"CONC S permits prior to starting construction. (Inspection will be accomplished by a h 4 .90I Ik IE=408.64, 8"CONC N representative of the City of Renton.) It shall be the contractor's responsibility to notify I the Public Works inspector 24 hours in advance of backfilling all construction. / I�GCD 5 Contractors solely responsible for the means methods and sequences of construction STORM CATCH BASIN RIM=411.03 and for the safety of workers and others on the construction site. /s ss IE 409.21, 67PVC NW Q IE=408.92, 8"DI NE SANITARY SEWER MANHOLE 6. It shall be the responsibility of the contractor to obtain street use and any other related I RIM=411.53 SANITARY SEWER MANHOLE i IE=404.87, 8"CONC N (Ai RIM-411.58 permits prior to any construction. IE=404.87, 8"CONC E IE=405.52, 8"CONC, N I IE=404.86, 8"CONC S In IE=405.35, 8"PVC, NE r^ I I I FLOW SOUTH 8"GONG W 0 IE=405.23, 6"CONC, E 7" Plans approved b the City of Renton, Public Works Department shall take precedence LADDERSOUTHEAST8TH ST IE=405.48, 6"CONC, NW pp n ty p OS OS FLOW SOUTH over all other plans. 00 - P - LADDER EAST / Z STORM MANHOLE R� RIM-411.47 FUND 1.75" BRASS DISK IN CASE 8, A co of these approved plans must be on the job site whenever construction is in r STORM CATCH BASIN WITH 'PUNCH', DOWN 0.4f copy pN N IE=40762, 12"GONG N I O IE=40747, 12"CONC S RIM=410. 6 (0210612020) progress. ress. IE=407.8 8"CONC N HELD AS C.O.R. CONTROL PT.11848 I CO I 2 IE=4076 8"GONG W 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary \ a Im sewer system, which has been stamped and signed by a licensed professional engineer I I \ AnI or licensed professional surveyor, 4" D.I. WATER LINE TO - ! 3 N a 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average I T50.7p 10.93'I_I �I ! j I GATE VALVE (4") INSIDE R 9.09 ,3.28'36" ! _j 1n depth of 6 inches, maximum depth of 8 Inches, thoroughly tamping each layer to 9S I NE w oL _� o WI PARK FENCE I wLd City of Renton 2" � 3 percent of maximum density. These compacted layers must extend for one pipe _ 2 Domestic I ! Domestic Water Meter ° 414 4 \ diameter an each side of the pipe or to the side of the trench. Materials to complete the T=7 .31'L=145.0 ASPHALT NE 7T/-/ I POC ! EXISTING 4 METER (FOR I RIGATI ) fill over pipe shall be the same as described. R=39 .09'4=20'4 00" C ST I ' IN NEW METER VAULT PEI CITY 0 Assembly I I J 884'11'32"E 165.00' I ; I N RENTON STD. PLAN 320.4" 11. Open cut road crossings for utility trenches on existing traveled roadway shall be _ backfilled with crushed rack and mechanically compacted unless otherwise approved by _ I o RPBA ICI VE fi' I CAUTION: EXISTING 36" U = GRADE �0T OX P J TRANSMISSION WATER PI LINE, J 12. Datum for Vertical Control shall be North American Vertical Datum1988 Meters, and for CITY OF/ NTON SED ; Ilo,N` CONTACT SPU BEFORE ANY 3:Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise EXCAVATION WORK NEAR THE approved by the City of Renton Public Works Department, Reference benchmark and PLAN 0.2 / I ID" I elevations are noted on the plans. 'o / Iai i C, EXISTING 4" WATERLI E _ 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the o / ; --- -- N TO REMAIN 2" Domestic Assembly satisfaction of the Department for the prevention of on -site erosion after the completion / M M M M A M M N M moved North of 3" of construction, Q Irrigation Assembly 3" Irrigation IN METE / 14. All pipe and appurtenances Shall be laid on a properly prepared foundation in POC 1- / 1J i--i accordance with the standards and specifications of the City of Renton R Q Assembly STD. T / ' . I � �I� •� •� "gip Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Q o w Standards and Specifications, as approved and modified by the City of Renton in the 40.8 / I ! 1 Renton Standard Plans & Specifications. This shall include necessary leveling of the 2" DOMESTIC WATER °ti gF trench bottom or the top of the foundation material, as well as placement and SERVICE LINE AND 2" M R Q compaction of required bedding material, to uniform grade so that the entire length of / I /Ld(BY CITY) PEP CITY OF the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be / I RENTON STD. PLAN; 320.� I -_.I: pea gravel 6 inches above and below the pipe. 1Y2"HDPE SDR9 / .I o Delete 2" Waterline, DOMESTIC SUPPLY Meter, and Main Tap 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, DOMESTIC WATER LIEN SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. GATE VALVE (2") ° I cl IDE PARK FENCE I m I 16. In unimproved areas, manhole to extend minimum 6 Inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. 85 WATER POINT OF CONNECTION In paved area, cover must: slope in all directions to match paving. C5.1 po .I� 1" = 10'-0" ON FULL SIZE (30"02") 0 30" 5' 10, SUITABLE ON -SITE SELECT STRUCTURAL FILL BACKFILL (MECHANICALLY COMPACT TO 90%) PLACE PIPE @ � OF TRENCH es\ HDPE SDR9 WATER LINE 1-1/2 = 1'-0" ON FULL SIZE (30%42") 0 0 20 40 80 GRAPHIC SCALE V J .r C a E O7 N W NN 0� C m c6 � ° LLL � .1 m @) Q c 3- wU N U� E0 N ��6I QJ C a� U Ip ^ V J N C Na Lo �m _J C4Q�� 3 n 3 W 4 ! � N � 4 ! � Q 0 � 0 W 0 W m Z 0 Y W U Q Ile �� v x `s m 0 m a N N Ld a 00 O LLI Z T„ O a- Z N Ld o Z Cn Ld > O LLI H Ld d Z a J Qi a O W O �Q,O H 1--1 LU F- a 4J 06 W CIO LU �/ •P" _ C5ml R-419529 Sheet 29 of 40 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-05.1.DWG # Plotted: 4.07.22-12:54 By.(rvissia) BID #: