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HomeMy WebLinkAboutzS-3940 SetGENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. A 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, IX. FIRE HYDRANT - INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR B REVIEW. N 3. CAUTION - NOTICE TO CONTRACTOR I 11' UTILITY E N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR O COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY Z EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE LU CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICTNTHTHE oc C PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS AND EXACT BUILDING H- UTILITY ENTRANCE LOCATIONS. CTI 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. X 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. �25' WL BUFFER Q 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY 2 EXISTING LINE. oc D 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. POTHOLE AND VERIFY ACTUAL ELEVATION OF Ex. 12' U9. ALL UTILITIES SHOULD BE KEPT TEN (101) APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE WATER MAIN AT All CROSSINGS BY NEW STORM LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). MAINTAIN 6' MIN. VERTICAL CLEARANCE BETWEEN 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE PIPES. (EXISTING AND PROPOSED), THE SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT ' THICK % 2' X 2' WIDE ETIIAFOAM PAD LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE BETWEEN INSTALL STALL6WATER AND STORM PIPES THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). IF MIN. 6' CLEARANCE CANNOT BE ACHIEVED, LOWER E 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. SECTION OF WATER MAIN W,TH VERTICAL BENDS AND 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH BLOCKING AND/OR WITH PIPE JOINT DEFLECTION. REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. CITY CREW TO PERFORM LOWERING OF Ex. WATER MAIN. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES CONTRACTOR SHALL PROVIDE ALL MATERIALS AND SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. /PERFORM IXCAVATION AND FINAL RESTORATION. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE F SERVICE FROM EXISTING FACILITIES AS SHOWN ON ELECTRICAL SITE PLANS. CONTRACTOR TO COORDINATE .1110' UTILITY ESMT. INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. F 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND I EX 15' UPUTY ESMT.- VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED . ..-. BY UTILITY PROVIDER rEX. FIRE HYDRANT - -15' UnUTY ESMT. Y I 40' ACCESS, GRADING & UTILITY ESMT: PROP. SITE WALL (TYP.) - -EXW -- -EXW- LX IV -- -EXJ- Ex N.r -- X. TRANSFORMER TO BE RE -USD PROP. 2,000 GALLON RECLAMATION TANK, SEE PLUMBING PLANS IE 6" I14=21.07 IE 6' OUT=20.90 53LF 6' PVC SS ­XXX@_\ 0 1% MIN. 34LF 6" PVC SS- pROp. SITE 0 1% MIN. WALL (TYP.) 26LF 6' PVC `. 0 1% MIN. SD PROP 1,000 GALLON OIL/WATER SEPARATOR, SEE PLUMBING PLANS C IE 6' IN=20.07 -G IE 6" OUT=19.90 83LF 6' PVC SS 0 1% MIN. PROP. ABOVE FUEL. TANK SANITARY SEWER STRUCTURES I O� a SADDLE SSMH 01 SSMH 05 - _�_ _------- _ __ - -_-- C-5.1 01 RIM=22:3- 22.4 C-5.1 �' RIM=242- 24.12 20' UTILITY - PROP. GAS SERVICE C-9.2 �E 182"I oor�.''".11.0 (EX.) E 8" OU X19;899 SANITARY SEWER NOTES WATER NOTES DECOMMISSIONED EX. DOMESTIC ABBYY DEMO CONTRACT H c ea ° RIMMH 23.32 Col ESC60-01� 88 SEE SHEET C-5.0 FOR CITY OF RENTON SEWER NOTES SEE SHEET C-7.0 FOR CITY OF RENTON WATER NOTES E B°'"=}34413.32 SSS ENGINEER'S CONSTRUCTION RECORD CERTIFICATION IE 8" OUT=433413.17 0 0 3 �-�, SSMH 03 IE 6"=20.* 20.18 SEE SHEET CV -1.0 FOR THE SIGNED ENGINEER'S CONSTRUCTION REOCRD CERTIFICATION c-5., e ' E a° 112r s.sa G ES� 20.3EGEND IE 8" OUT -15.61 15.43 4 SS PROPERTY LINE - - PROPOSED SANITARY SEWER PIPE 1 2 PROPERTY LINE-s.o c-5. en SSMH 04 IE 6"=28:8& 20.98 (OFFSITE)( ) - - PROPOSED SANITARY SEWER C-S.t V RIM=22.8- 22.66 1 � C��5 EXISTING EASEMENT ----------- CLEANOUT (SSCO) v IE 8" N=47@316.68 SSCP PROPOSED BUILDING IE 6"=2H9-21.26 PROPOSED SANITA Y • 1 2 IE 8" OUT --%-&316.56 SEWER MANHOLE SSMH c-5.1 c-5. i PROPOSED SITE WALL ) SCO O6 EXISTING CURB ----------- P OPOSED 0 W SEPARATOR D 1 TO EMSTING TEL 29LF 6' PVC SS I 015 MIN. I I II 1.,40 :I I FUEL PUJ U% 1 - --LI 20.26 8" SS 19.15 CARWASH �❑ WATER FITTINGS ,SENER EXISTING WATER PIPE SEWER ENTR ENTRY .' c 7.0 11-85 IE = 21.5 ❑3 1 - 6" 90' BEND M PROP. EXISTING FIRE HYDRANT SERVICE GAS METER PROPOSED FFE = 25.0 1 1 - 12"x8" MJXMJxFL TAPPING TEE PROP. 6" ARE SERVICE PRESENTATION PROPOSED WATER PIPE PROP. 27 DOMESTIC C 2 3 SERVICE 1 - 8" GATE VALVE EXISTING STORM PIPE Ex so - RPBA 3" FLOOR DRAI , 17LF 6° C-7.0 C-7.0 SEE PLUMBING WA FIRE 1 - THRUST BLOCK ❑2 1 - 12"x6" MJxMJxFL TAPPING TEE �2NF 6" PVC SS'r' 0 2% MIN. Ir.ESMT. D o l EX.e25' UTIUTYI . DuR S SALES SS ENTRY IIIIFI IE = 21.68 n 111 -PROP. FII �7nz ✓/ e �® 8_X6' 9 REDUCER 11111F fin WA AROI CONNECT NEW 2' DOMESTIC 3 B 8 SERVICE TO EASING WATERMAN 1 cl 6' DDCVA IN VAULT PER REMOVE E%. FIRE HYDRANT STU PLAN 360.4. INSTALL AL' MJ PLUG ON IX. I a --I INSTALL SUMP TO DRAIN TO (� SURFACE VIA 6'0 OUTLET 10' UTILITY ESMT. AND PROVIDE POWER. W W - y/Irl e - - 15' WATER E LIT.' I_ I IX. FIRE HYDRANT ) 16.67' ACCESS & UTILITY ESMT�I I I 3 1 C-5.1 2 CROSSING TABLE CC IE� UTIL 1 /RECLAIM TANK ■ O p-4.1 P-4.1 WATER SERVICE METER U% 1 PROPOSED CURB & GUTTER - 20.26 8" SS 19.15 1.11 WATER FITTINGS PROPOSED CHAIN LINK FENCE -x EXISTING WATER PIPE Exm c 7.0 JPROPOSED ❑3 1 - 6" 90' BEND BENT PIPE BOLLARDS EXISTING FIRE HYDRANT -Ex GAS - PROPOSED FIRE HYDRANT 1 1 - 12"x8" MJXMJxFL TAPPING TEE PROPOSED ORNAMENTAL FENCE PROPOSED WATER PIPE XXTF 6' WA FIRE 2 3 PROPOSED GAS SERVICE 1 - 8" GATE VALVE EXISTING STORM PIPE Ex so - RPBA 8" SS C-7.0 C-7.0 1.30 1 - THRUST BLOCK ❑2 1 - 12"x6" MJxMJxFL TAPPING TEE EXISTING STORM STRUCTURES PROPOSED STORM PIPE D PROPOSED THRUST BLOCK PROPOSED FDC VA � 1 C_7.1 3 1.50 UX 7 1 - 6" GATE VALVE BETWEEN 1 - THRUST BLOCK SHOWN SCHEMATICALLY c-7.1 CROSSING TABLE 1 - THRUST BLOCK UTIL 1 PROPOSED STORM STRUCTURES ■ O PROPOSED WATER SERVICE METER U% 1 2 20.26 8" SS 19.15 1.11 U% 2 EX. 12" WA 19.0 8° SS c 7.0 K ❑3 1 - 6" 90' BEND - EXISTING GAS LINE -Ex GAS - PROPOSED FIRE HYDRANT Yr 2 C-zt 18.3 1 - THRUST BLOCK 16.6 PROPOSED GAS SERVICE Gr PROPOSED RPBA 8" SS 1 C -7.o 1.30 ® 1 - 6" 45' BEND I EX. 12" SD 17.75 1 6" WAS 16.25 1.50 UX 7 EX. CROSSING TO BE ADEQUATE BETWEEN 1 - THRUST BLOCK SHOWN SCHEMATICALLY ONLY; PROPOSED GAS METER PROPOSED DDCVA ® C 7.1 ❑5 2" DOM. METER (BY CITY) COORDINATE W/ PROVIDER PROPOSED COMMUNICATION LINE T PROPOSED DCVA 5 c 7.1 2 RPBA IN ABOVE GROUND PROPOSED BURIED ELECTRIC E LIGHTING >b m ENCLOSURE PER STD PLAN NO. 350.2 L (RANK PO aY ■A,ggY J,y • CITY OF RENTON ySs`$ _ 0 mfflkl Approved by- Approved by. _ Date-- ate__ _ Date-- 1505 Westlake Ave. N. 1505 T (206) 522-8510 '� P�Yiy1B+,gg9o`� Approved by. ?yy2onAV Data_ Suits Seine.. Seattle. WA 98109 F (206) 522-8344 www.PncLwo.mH _ 0l''' nroam Approved by. ----Date__ _ NO. REVISION BY DATE APPR CROSSING TABLE CROSSING UTIL 1 UTIL 1 INVERT ELEV UTIL 2 UTIL 2 CROWN ELEV A U% 1 12" SO 20.26 8" SS 19.15 1.11 U% 2 EX. 12" WA 19.0 8° SS 17.9 1.10 NOT USE - - - - - U% 4 6° WA 18.3 8" SS 16.6 1.70 U% 5 EX. 12" SD 17.8 1 8" SS 1 16.5 1.30 UX 6 I EX. 12" SD 17.75 1 6" WAS 16.25 1.50 UX 7 EX. CROSSING TO BE ADEQUATE BETWEEN AS BUILT 12" WA & 12" SO ASSUMED NOTE EX. WA ASSUMED 3' BELOW EX GRADE t CONTRACTOR TO ADD VERTICAL BENDS AS NECESSARY FOR 6" WA TO CLEAR EX. 12" SO ire. AS NOTED"°""' LE ML DATUM rmmm -I I I l 'I I I I >` IX. SSMH RIM = 21.63 - CL CHNL 127 PVC (N -S) 11.85 �� - - 15' UTILITY ESMT. -ExW- �-i - SIGNAGE ESMT. \ I \ I ° 8• >b 15' LANDSCAPE- & UTILITY ESMT. � m � � >b IRR. METER (BY CITY) 1/2' DCVA PER STD PLAN NO 340.8 a I b l O �J m i J � a I' > I W I m X EX SSMH RIM = 22.10 14IE CL CHNL = 12" PVC (N -S) = 11.5 I Ili I I mm> 111 X IE 1 l I CAIG'S, 7}I -CONNECT TO SS MAIN ILII I JJ BIE = 15.0 8 8 U�0 RESTORATION AND TRENCH RESTOtATION 60 WA ARE ARE HYDRAN 10' Unutt ESMT. i x 15LANDSCAPE! bj x - - - - - & UTILITY ESMT. r -16.67' ACCESS & UTUTY ESMT. I ACCESS ESMT. 5 UTILITY ESMT. I EX SSMH RIM = 22.51 IE CL CHNL 12' PVC (N -S) - 10.9 X I/ W. 10' LANDSCAPE I EAST. TRANSFORMERI ESMT I -EX SS -15' SIDEWALK ESMT. - �GA9--$-- - SW 41ST ST GRAPHIC s J �® CITY OF M RENTON Planning/Building/Public Works Dept. before you ( IN FEET ) 1 inch = 50 rt. C AUTO E STORE NO. 7252 mii/06/1 THE ; UTILITY PLAN C-3.0 S-394005 W-394004 R-394045 111610101311 CITY OF RENTON SANITARY SEWER NOTES BEDDING FOR SANITARY SEWER PIPE 0 �f% SEWER Am PROPERTY UNE ro �sDL (MGM As xFEDED) � I 6 anSEWER SNBE fURM 4' SDC SEWER 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND A SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. �I H LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND ^ k� I WGPPED MOUND ME SND AND 3. COMPACT REDDING MATERIAL TO 95.5 MAX. DENSITY EXCEPT DIRECTLY MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF OVER PIPE. HAND TAMP ONLY. Mo APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 4. PIPE INSTALLATION SHALL BE PER SECTION 7—OB OF THE NMF CIEANWT CAST IRM FING750 AND CUYFq 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON O APPROVED SEMEFE SPECIFY •SEMEN' M WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS 5. PIPE HONE MATERIAL SHALL BE PER SECTION 2(3)' DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL B WORK WTHIN PUBLIC RIGHT OF WAY. N `FRRIE 4. 9M SEWER \S' �FUNRE 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE MAN SUE % On TEE N CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID N D. CONCRETE MAN - OUT M A NEW POD iL USWG'SMONG-BACR• FIEMBIE CWPUNGS (FMNCO M APPROVED EQUAL). DAMAGE OR DISTURBANCE. r (ON MPRMID EWA.). 4. A PRE—CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO O E MMI CIXISCRM - GL CONNECTIONS TO MANHOLES 91A11 BE AT MANUFACTURED KNOCK -MM M NE STRUCTURE STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL Z NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A LU C REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EC per-(, m NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 0 S• lED HORDONTAL 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CF 1i gET.Yd R� Aun L' MD.g: UNLESS OTHERWS: SHOWN ON PSN. BOE SEMER SHALL HAW A MINIMUM 25' COVER AT PROPERTY UNE OR 3-5' CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. X 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER Q RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. U 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN (aj PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS—BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. L W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'r0" BEDDING MATERIAL FOR F SANITARY SEWER PIPE D.D. OF PIPE (SEE NOTE 6) FOUNDATION LEVEL � I BEDDING FOR SANITARY SEWER PIPE 0 J 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERIMSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON—SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE IMTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 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. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. �f% SEWER Am PROPERTY UNE ro �sDL (MGM As xFEDED) � I 6 anSEWER SNBE fURM 4' SDC SEWER MOWS / \ 7 x A SND MARRING POST PNNTM 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. �I H 2. HAND TAMP UNDER HAUNCHES. ^ k� I WGPPED MOUND ME SND AND 3. COMPACT REDDING MATERIAL TO 95.5 MAX. DENSITY EXCEPT DIRECTLY N OVER PIPE. HAND TAMP ONLY. Mo 4. PIPE INSTALLATION SHALL BE PER SECTION 7—OB OF THE NMF CIEANWT CAST IRM FING750 AND CUYFq STANDARD SPECIFICATIONS. O APPROVED SEMEFE SPECIFY •SEMEN' M z 5. PIPE HONE MATERIAL SHALL BE PER SECTION 2(3)' REND As A RUG (M MPROWO EQUA.) OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 0 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW N `FRRIE 4. 9M SEWER \S' �FUNRE UNE IS MAINTAINED. O MAN SUE % On TEE N A NTMRED CLAY NAM - WT M A NEW PVC 'T USING •SMMC-BAIX• F1EA&E CWPWGS (fIXNCO OR APPROVED EQUAL). 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE D. CONCRETE MAN - OUT M A NEW POD iL USWG'SMONG-BACR• FIEMBIE CWPUNGS (FMNCO M APPROVED EQUAL). STANDARD SPECIFICATIONS U (ON MPRMID EWA.). Z E MMI CIXISCRM - GL CONNECTIONS TO MANHOLES 91A11 BE AT MANUFACTURED KNOCK -MM M NE STRUCTURE SHALL BE CM2 -DRUID. S 3006 PS YM ow CONCRETE / NO g per-(, m I J 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERIMSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON—SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE IMTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 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. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. E R/W SURFACE CLEANOUT IMM CASE IRON MG MO COYER I (EASTMAN RMI %9WKS PRWUCT NO M57502 OR APPROVED EQUAL SPED" SEWERS M UD), (SEE SN. PLM 403.1 FOR INSTALLATIM) I JAI___________________T_J---_—____ L --_J TH EADEE T ELIaEADm BOB As �� CLEAN—OUT ER6RMG 6" SEMER 51118 flEWIRED ADAPTER HU %(RENWVE TO R/Wj A PLUG M EIDSTNG SAMWTMY SEVER MAIN "PPRDVE° E `(RPAOYLj _ C(�r_________— —� ____ 6"x 4' REDUCER BEND AS REWIRED EMSTNG 4' WE SEW9i (NOT M EXCEED 45) \PROPOSED 6" SEVER SNB SEWER MAN sla % 6" TOE PROPOSES SEWER MGN sr°-PUMN-a' STANDARD SIDE SEWER SiD.PUW-906.1 pUBUOWORKS TYPICAL SIDE SEWER CONNECTION aTM t'1wN 4MT K Pu DEPARTMEUCWOMNT PIPE BEDDING PUBLICDEPARTMENT INSTALLATION DEPARTMENT 3 DEPARTTAENT FOR SANITARY SEWERS wa DEPARTMENT (SEWER MAIN TO PROPERTY LINE) FOR SEWER MAIN REPLACEMENT CITY OF RENTON PIPE BEDDING DETAIL CITY OF RENTON SIDE SEWER DETAIL 2 CITY OF RENTON STANDARD DETAILS NTS I CITY OF RENTON STANDARD DETAILS NTS L CITY OF RENTON 11/06/17 M•.AS NOTED �7'••' CITY OF CARAT STORE NO. 7252 _ 0 k0 Approved by.Date___ MET aaa w{ THE wuTo SUPERSTORE w WE RENTON Approved by.Date___ DATUM IMMIG °' 1505 Westlake Ave. N. T (206) 522-9510 �„,� Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS Suite 305 F (206)522-8399 Approved by. __ Date___ seuE.d%aINUI.n Seatde,WA98109 W .PM(nND.wn Approved by.______ Date___ NO. REVISION BY DATE APPR WFF AS—BUILT S-394006 R-394046 1 6 0 0 3 1 5 E �f% SEWER Am PROPERTY UNE ro �sDL (MGM As xFEDED) � I 6 anSEWER SNBE fURM 4' SDC SEWER / \ 7 x A SND MARRING POST PNNTM SERER MAIN ` ME % 8" TEE I a• GM WHITE WTI THE WORD "sEMR' SMIN°LLu IN an HIGH IMI TETTERS AND PE %M k� I WGPPED MOUND ME SND AND 'J EXTENDED TO ME TOP OF NE STUD. a `COUPUNL (m) NMF CIEANWT CAST IRM FING750 AND CUYFq (EAST IB PRODUCT AV. O]YTSpt M (FASO VMOM IRM WCFY APPROVED SEMEFE SPECIFY •SEMEN' M )UDI i.AH i (9EE SN. PLM 461.1 FM INSTILAWONJ I - -MREAMED CIEM-Wi MMIFEI Xu8 REND As A RUG (M MPROWO EQUA.) REWIRED EMISSIONS SMITHY MWER_] NER uux `FRRIE 4. 9M SEWER \S' �FUNRE SENFfl SNB GI 061E 81 4' REDUCER `51TMR MAN SUE % On TEE A NTMRED CLAY NAM - WT M A NEW PVC 'T USING •SMMC-BAIX• F1EA&E CWPWGS (fIXNCO OR APPROVED EQUAL). D. CONCRETE MAN - OUT M A NEW POD iL USWG'SMONG-BACR• FIEMBIE CWPUNGS (FMNCO M APPROVED EQUAL). C. PVC k CBW PVC MGM - OUT R NEW TEE U RING MOO CWPMNGS OR CME-ORNFD MTH A SMAC SMOE (ON MPRMID EWA.). 0. DUCATS IRM MAN - CME -MILLED MHN A ROME SOME (M APPROVED EQUAL) E MMI CIXISCRM - GL CONNECTIONS TO MANHOLES 91A11 BE AT MANUFACTURED KNOCK -MM M NE STRUCTURE SHALL BE CM2 -DRUID. S 3006 PS YM ow CONCRETE / NO g per-(, rd _'(x MIN 5y0'E S• lED HORDONTAL 6" Mlx. gi°R •SEWER MGN MAIN PWOI[iF pm[Iw' A NEE ix Twl�$Ai Our SOBER CF 1i gET.Yd R� Aun L' MD.g: UNLESS OTHERWS: SHOWN ON PSN. BOE SEMER SHALL HAW A MINIMUM 25' COVER AT PROPERTY UNE OR 3-5' LOWER THAN ME LOWEST HOUSE EIEVATON. WHENEVER IS LOMFR E R/W SURFACE CLEANOUT IMM CASE IRON MG MO COYER I (EASTMAN RMI %9WKS PRWUCT NO M57502 OR APPROVED EQUAL SPED" SEWERS M UD), (SEE SN. PLM 403.1 FOR INSTALLATIM) I JAI___________________T_J---_—____ L --_J TH EADEE T ELIaEADm BOB As �� CLEAN—OUT ER6RMG 6" SEMER 51118 flEWIRED ADAPTER HU %(RENWVE TO R/Wj A PLUG M EIDSTNG SAMWTMY SEVER MAIN "PPRDVE° E `(RPAOYLj _ C(�r_________— —� ____ 6"x 4' REDUCER BEND AS REWIRED EMSTNG 4' WE SEW9i (NOT M EXCEED 45) \PROPOSED 6" SEVER SNB SEWER MAN sla % 6" TOE PROPOSES SEWER MGN sr°-PUMN-a' STANDARD SIDE SEWER SiD.PUW-906.1 pUBUOWORKS TYPICAL SIDE SEWER CONNECTION aTM t'1wN 4MT K Pu DEPARTMEUCWOMNT PIPE BEDDING PUBLICDEPARTMENT INSTALLATION DEPARTMENT 3 DEPARTTAENT FOR SANITARY SEWERS wa DEPARTMENT (SEWER MAIN TO PROPERTY LINE) FOR SEWER MAIN REPLACEMENT CITY OF RENTON PIPE BEDDING DETAIL CITY OF RENTON SIDE SEWER DETAIL 2 CITY OF RENTON STANDARD DETAILS NTS I CITY OF RENTON STANDARD DETAILS NTS L CITY OF RENTON 11/06/17 M•.AS NOTED �7'••' CITY OF CARAT STORE NO. 7252 _ 0 k0 Approved by.Date___ MET aaa w{ THE wuTo SUPERSTORE w WE RENTON Approved by.Date___ DATUM IMMIG °' 1505 Westlake Ave. N. T (206) 522-9510 �„,� Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS Suite 305 F (206)522-8399 Approved by. __ Date___ seuE.d%aINUI.n Seatde,WA98109 W .PM(nND.wn Approved by.______ Date___ NO. REVISION BY DATE APPR WFF AS—BUILT S-394006 R-394046 1 6 0 0 3 1 5 E 0 I C I L F C W J 159 L eOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) RTA R.C. (SFE RFTATI ) COVER & FRAME PLAN VIEW COVER BOTTOM VIEW 25' DIA, (3) HLT SOC. (ALLEN HEAD) L635mm7� 1' 3/4' r 125mm] 5/B' -ll X 1.5 SS C19mm] J1 J1- RUBBER WASHER 8 3/40 L 2 1/2' 1222mm] 164mm] TYP COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA C673mm] 25 1/4' DIA l/4• E CASK] � Cfimm] 1 1/16' i/4' (Gmn) DIA C27mm] r 127mm] NEGPRENE GASKET 1 1 1152mm] C3nm] � 1/8' R3nm] 5/8' 23 3/B' DIA CL OPEN ❑6mm] 1594mm] GASKET GROOVE DETAIL 27 5/16' DIA C694mm] 34 1/8' DIA C8 67mm3 NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). PUBLIC WORKS STD. PIAN- 401 DEI MANHOLE LRAM! AND COVER DECEMBER 2006 FOR SEWER MANHOLES IN ROW PUBLIC MANHOLE FRAME AND COVER DETAIL 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (2D6) 522-8344 Seattle. WA 98109 w .PxLAWCm 7' I NOT TO SCALE MANHOLE FRAME AND COVER ee SEE e.e--FRAME � ADJUSTMENT RINGS (2" MIN.) C-5.1 C-5.1 SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. B. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE USE SHIMS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLN -4001 (a PUBIJC WORKS STANDARD SANITARY MANHOLE DEPARENT SEPTEMBER 2011 CITY OF RENTON SANITARY SEWER MANHOLE DETAIL CITY OF RENTON STANDARD PLANS 1 1/2° CORE (TIP) 0 1' DIA LIFT HOLE 8 1/2" FROM CENTER OF COVER 2" RAISED LETTERS A 3/4" CORE (TYP) �TYP NON-SKID PATTERN ON 23' B.C. COVER PLAN FOR 5/8"-11 N.C.x1 1/4" S.S. SOC. HD CAP SCREW (3 REO'D) NON SKID PATTERN (TYP) n ,n N MACHINED SEAT � I } I /42 1/2" PACLAND SEAT SECTION A -A 2c" A 0AUM FRAIJIF PI AN WEBS 12" TH TAP: N.C. un to B.C. (TYP 3 PLACES) SECTION B -B FOR PRIVATE SEWER MANHOLES ON-SITE PRIVATE MANHOLE FRAME AND COVER DETAIL CITY OF RENTONASNOTED ''' CITY OF Approved by.Date_WF RENTON i Approved by.Date___ww"_wti LE ML A roved b Date___ DATUM PP y___ �wFF Planning/Building/Public Works Dept. Approved by.Date___ NO. REVISION UY DATE APPR WFF A""�X0L Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 C -J.1 S-394007 R-394047 111610101311 'A' 1 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" IN. 21" I.D. 54" MH 1 54" 1 B" MIN. 5.5" MIN. I 24" MIN. 24" I.D. 60" MH 1 60" 1 8" MIN. 1 6" MIN. 1 42" MIN 1 30" I.D. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. B. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE USE SHIMS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLN -4001 (a PUBIJC WORKS STANDARD SANITARY MANHOLE DEPARENT SEPTEMBER 2011 CITY OF RENTON SANITARY SEWER MANHOLE DETAIL CITY OF RENTON STANDARD PLANS 1 1/2° CORE (TIP) 0 1' DIA LIFT HOLE 8 1/2" FROM CENTER OF COVER 2" RAISED LETTERS A 3/4" CORE (TYP) �TYP NON-SKID PATTERN ON 23' B.C. COVER PLAN FOR 5/8"-11 N.C.x1 1/4" S.S. SOC. HD CAP SCREW (3 REO'D) NON SKID PATTERN (TYP) n ,n N MACHINED SEAT � I } I /42 1/2" PACLAND SEAT SECTION A -A 2c" A 0AUM FRAIJIF PI AN WEBS 12" TH TAP: N.C. un to B.C. (TYP 3 PLACES) SECTION B -B FOR PRIVATE SEWER MANHOLES ON-SITE PRIVATE MANHOLE FRAME AND COVER DETAIL CITY OF RENTONASNOTED ''' CITY OF Approved by.Date_WF RENTON i Approved by.Date___ww"_wti LE ML A roved b Date___ DATUM PP y___ �wFF Planning/Building/Public Works Dept. Approved by.Date___ NO. REVISION UY DATE APPR WFF A""�X0L Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 C -J.1 S-394007 R-394047 111610101311 w N to N f� O Z LU G fr O F- U) x a a D U E F G J L //10 2-1/4" BOLT DETAIL E Not to Scale FRAME r r r '.J l{ r OR ASPHALT DA . FOAM 45' (1/8) BEND ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN–OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 PUBLIC WORKS I 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN CITY OF RENTON SANITARY SEWER CLEAN-OUT DETAIL =\LCI will 0110 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (20(5) 522-8344 Seattle. WA 98109 w .Pxtnrvo.mn CITY OF RENTON Approved by.Date___ Approved by.Date___ Approved by._ __ Date___ Approved by..______ Date___ NO. REVISION Job Name: CRRMA)C- STORE 7252 Job #: 20522 S �,��,,}/ Customer: H.D. FOWLER COMPANY � ccncre�e)proa�rs Structure ID: SSMH M01 REV Shape Concrete Products Company Type: Type 148" Sanitary Manhole d 1618 E Main 253-848-1551 03(1412017 - - - - - - - Puyallup, WA 98372 SADDLE SANITARY SEWER MANHOLE DETAIL AS NOTED "° i LE ML DATUM idwCITY OF RENTON Planning/Building/Public Works Dept. Cpm_ _ _ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 we I so 0000©E RECESSED UFT POCKET o O 3/4" LETTERING "SEWER" SEWER (2) BOLT SOC. 5/B" – 11 X (ALLEN HEAD) 1.5 STAINLESS 0 0 o STEEL REF. PART #00981177 O I'-11-3/16" //10 2-1/4" BOLT DETAIL E Not to Scale FRAME r r r '.J l{ r OR ASPHALT DA . FOAM 45' (1/8) BEND ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN–OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 PUBLIC WORKS I 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN CITY OF RENTON SANITARY SEWER CLEAN-OUT DETAIL =\LCI will 0110 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (20(5) 522-8344 Seattle. WA 98109 w .Pxtnrvo.mn CITY OF RENTON Approved by.Date___ Approved by.Date___ Approved by._ __ Date___ Approved by..______ Date___ NO. REVISION Job Name: CRRMA)C- STORE 7252 Job #: 20522 S �,��,,}/ Customer: H.D. FOWLER COMPANY � ccncre�e)proa�rs Structure ID: SSMH M01 REV Shape Concrete Products Company Type: Type 148" Sanitary Manhole d 1618 E Main 253-848-1551 03(1412017 - - - - - - - Puyallup, WA 98372 SADDLE SANITARY SEWER MANHOLE DETAIL AS NOTED "° i LE ML DATUM idwCITY OF RENTON Planning/Building/Public Works Dept. Cpm_ _ _ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 we I so 0000©E