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HomeMy WebLinkAboutzS-3284Set,UC 4 Ad i&r*^ •4 71I /A Aam Ai P%,P%p- A--p j- aA r Ai fs ROLL 20,E fR36 9 1�NVV) MAY 11 :'• 3 Z'&yo saNi r,�R r SANER PUN 04027c501 wi M . - 1 4 9 � � 1 � Q c d b q Lli U) LL- C) lll:::�S cl� L FL w �q >- C Leo �z 4.; CL 4) 0 V) -Y 0 0 �w N (31 C: m C: z 0 uj uj C3 --3 ci mmuras ZO CV CV U V) NE 1/4 .v SEC. 14, TWA 23 N., RGE. 5 E, W.M. 00 ROLL 20.E I FFt 3 7 0 MAIWI I M Azm S- 326woz SAWARY SEWN PRMLES 04027C521 a 0 "0 03 0 14 0 k�4 k-j r-I 4 N Q W O Z Z Q En J O!� S D ckf w Q� w Of Z Q CL 0 0 C 0 0 3 =v .:3 m rn c AA II •c •y C 0 S 3 0 w 0 ., ', .. A O CV U (n zcr Lo L-n ss CN��'� z s L6 U SANITARY SEWER NOTES 1. ALL W RK MA TERIAL S SHALL BE IN CGWFARMANCE' N/TH THE STANDARDS AND SPEaRCA 776WS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST £91776 N O< THE WM0T /APWA STANDARDS AND &oECIf7CATTOWS 2 THE HOURS OF #WK IN THE STREET RICH I - OF WA Y SHALL BE LIMITED TO 8.•30 AM TO 3• ,30 PM AN NEEKDA YS UNLESS OTHERNISE APPROVED IN NRI77NG BY THE DEPARTMENT OF PUBUC MWS AT 425 - 430 - 7200 ALL STREET CLOSlfifS PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC NGIRKS 24 HOURS IN ADVANCE. THE PO1Llar DEPARTMENT, f7RE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3 ALL CONSTRUCT/OW SHALL BE IN ACCORDANCE Nl7H 'STANDARD SPECIFICA TIOWS FAR MUN/LYPAL PUBLIC M.%WS CONSNUCT7ON" PREPARED BY 7HE WASH /NGTOW STA TE 01AP7ER AMERICAN PUBLIC NWS ASSOQA 11AN (APNA) LA TEST ED /TIGW AND THE CITY AF RENTOW STANDARD S°EC/RCA T7ONS 4 ALL L OCA 776WS OF EX75ITNG U77LI77ES SHONN ARE APPROXMA 7E AND IT SHALL BE THE CONTRACTOR S RESP6W-98ILI7Y TO VERIFY THE TRUE AND CORRECT L OCA IIGW SO AS TO A VGYD DAMAGE OR DISTURBANCE 5 A PRE- COWS7RUC710W CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PR16R TO STARTING NEW CONSTRUCTION. IT SHALL BE THE C6N7RACT50? S RE906YV981LI TY TO SECURE ALL NECESSARY AfR0775 PfiV6 R TO STARTING CCWSIRUCTIAN. (IWECTTOW WLL BE ACC0YPL /SHED BY A REPRESENTA77W OF 7HE a rY AF RENTOW) IT SHALL BE 7HE CRV7R4C7ORS' RESY'ONSIB /LITY TO N077FY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACA(RLLING ALL C6WSMVC776W.. 6 CGWTRACTOYP lS SOYEL Y RESPONSJ'BLE FAR THE MEANS METHODS AND SEQUENCES OF C6W57RVCTI6W AND FOR THE SAFETY 6F KPKERS AND 07HERS OW THE C6VVSIRUC776N .97F 7 IT SHALL BE 7HE RE9RaV57bk1TY OF THE CON7RACTOR TO CeTA /N STREET USE AND ANY 01HER RELATED PERMITS PRIOR TO ANY CONS7RVC776YV. 8 PLANS APPROVED BY THE CITY AF RENTON PURL /C #wAS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 07H£R PLANS. 9 A CONY 6F THESE APPROVED PLANS MUST BE ON 7HE J08 SITE NHEINEVER COWSTRPUCTION lS IN PROGRESS 10. THE COYNII?ACTOY? SHALL PROVIDE 7HE CITY OF RENTOW W hY AN AS -BUIL T DRA INNG OF THE SANITARY SENER SYSTEM *11CH HAS BEEN STAMPED BY A UCENS£D PRO ESS/ANAL ENGINEER OR LlC£NSED PRG"FESSIOWAL SU,�%FYt9P. 11. BACKF/LL SHALL BE PLACED COUALL Y ON 80#i 57DES OF THE PIPE IN LA YERS N17H A LOOSE A VFRAGE DEPIN OF 6 INCHES MAXIMUM DEPTH OF 8 /Nala 7HARAUGHL Y TAMPING EACH LAYER TO 95x' OF MAXIMUM DENSI TY. THESE COMPACTED LA YERS MUST EXTEND FOR ONE PIPE DIAMETER OW EACH .90F OF THE PIPE OR TO THE 9DE OF THE 7R£NCH *A lER1ALS 70 CWPLE7E THE FILL OVER 7HE PIPE SHALL 6E THE SAME AS Df- 3009£D. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EX/S77NG 7RA VELED ROADWA Y SHHALL BE 8400LLED WTH CRUSHED ROCK AND MECHAN /CALL Y COWPAC7F0. CUTS /NTO EX7S 77NG ASPHALT SHALL BE NEA7LINE CUT N17H A SAW IN A COW 77NUOIUS LINE. A TEMPORARY COLD MIX PA 7CH MUST BE PLACED /MMED/A TFL Y At )& BAOKFILL AND COWPAC77ON A PERMANETNT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CURREINT aTY AF RE7NToov STANDARDS 13. DA7UM SHALL BE CITY OF RENTOW, NA VD 1988 (MEIFRS) AND NAD 1983/1991 (ME7FRS) 14. ALL 9/57UR8150 AREAS SHALL BE SEEDED AND MUL C1/ED OR 0 HERl NSW STABILIZED TO THE SA T SFAC77AN 6 lHE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLEIIOW OF COW571?UC770 V 15 ALL PIPE AND APPURTENANCES SHALL BE LAID GW A PRAPERL Y PREPARED f -OUNDA 17GW IN ACCORDANCE NTH SEC, 70N 7- 02.3(1) OF THE CURRENT STA 7E OF NA -WING TO ( STANDARD 9ocaRCA 176NS FOR ROAD AND BRIDGE C6VNSTRUC710V THIS SHALL INCLUDE NECESSARY LfkFLING AF THE 7RENCH BOTTOM OR THE TOE' OF THE tOUNDA77ON MA7ER /AL AS HELL AS PLACEMENT AND CAMP4 C776W OF REQUIRED BEDDING MA 7ER/AL TO UNIFORM GRADE SO THA T THE ENTIRE LENGTH OF PIPE WILL BE 5UPPOR70 OW A UNIFORML Y DENSE UNYIELDING BASE. P /PE BEDDING SHALL BE PEA OWA VFL 6" AB0W AND BELOW THE PIPE. 16. SANITARY SEVER PIPE SHALL BE POL YKNYL CHLORIDE (PVC') RUBBER GASKETED ASTM D 3034, SOR 35 OR DUCTILE NOW CLASS 50 SANITARY SEVER FARCE MAIN TO BE CEMENT LINED DUC77LE IRAN PIPE COWFORM/NG TO LA TEST RENSION OF AWWA C110 & C111, THICKNESS CL. 52. 17. IN UN /MPROkED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6" AND A MAXIMUM OF 18" ABOW FIN /SHED GRADE. IN PA VFD AREAS, COVER MUST SL OPE IN ALL DIRECTIONS TO MA TCH PA WNG. 18 ALL SANITARY SCOUR IMPROVEMENTS' SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DENA TION FROM/ THESE PLANS WILL RE0111RE APPROVAL FROM THE OONER, ENGINEER AND APPROIAR/A TF PUBLIC AGENCIES. 19. L OCA HORS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHONN HEREON ARE APPROXIMATE FOR DIMEN516YVED L OCA 7TONS OF THESE IMPROVF.Mf.N12� REFER TO 7Hf- ARCHITECTURAL S1 ME PLAN. IMPROVEMENT AND STRUCTURE L OCA 77ONS .VMLL BE FIELD SET BY 7HE ENGINEER AS REQUIRED. 20 ALL MANHOLES SHALL BE PER T7/E CITY OF RENTON STANDARDS AND SPECIFICA77ONS ALL MANHOLES SHALL HA VE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP bFINIFEN INVERT IN AND INVERT OUT ALL MANHOLE COWRS SHALL BE AD1570 TO FINISH GRADE PRIOR TO FINAL PA WNG OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO A T LEAST 95x' OF THE MAXIMUM DRY DENSITY PER ASTM D- 1557 -70 (MODIf7ED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MA Y BE TO 90x' IF NOT IN AN AREA OF FUTURE PA CEMENT OR STRUCTURAL FILL. TRENCH BACKRLL AND COMPACTION SHALL BE COMPLETED PRIOR TO 7ES77NG LINES FAR LEAKAGE. 22 ALL SIDE SEDERS SHALL BE A MINIMUM 6" DIAMETER AND HAW A MINIMUM SLOPE OF 20x PR0YRTY/40T CORNERS AND /OR BUILDING L OCA 776WS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CCYVSTRUC77ON. SIDE SENFR TEE STA TIOWS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCORA 7F AS -BUILT RECORDS OF ALL -99E SENFR L OCA 77ONS. ALL SID£ SEDERS SHALL BE TESTED A T THE 77ME OF MAIN LINE 1FS77NG. 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0" O!F 9- R77CAL CLEARANCE EXIS75 BE74FEN THE TOP OF SEWER AND BOTTOM OF NO TER MAIN, THE SEVER SHALL BE CONSTRUCTED OR RECONSTRUCTED WlIH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WA TFR MAIN CROSSING. 24. SANITARY SEWER MAIN LINES (80 DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25 NEW C0NNECT701V5 TO EXISTING FACINflES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUC770N /S FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL E 577NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR 26 PRIOR TO ACCEPTANCE OF CONSTRUCTION AND /AR ISSUANCE OF OCCUPANCY PERMITS, - NG1N1`E?1SURVEY0R- 0R9RF0 AS -BUIL T ORAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. ROLL MORTAR f7LLET ro NE .114, SEC. 14 TWA 23 N., RGE. 5 E., W.M. FINISHED GRADE h i 8 x ` I14 " STE#f VL ATE 45 BEND WITH PL X PL U(G P£ DIA4of -TER AS AV TED 0V THE PLANS. CLEANOUT DETAIL AV SCALE C.' smw INLAND fDRY OR EQUUAL. PT1714 SEE DETAIL 51.4 ADJJS7MENT 4" MIN. CK�aa RUBBER GASIYE7FD "NTS IN ACCORDANCE NITW AShV C -443 PRECAST ZCnAN STEPS - 3/4" DEFORMED BAR STEPS SHALL BE I N C6WQ9F7E RISER BY PIPE INC., OR APPROVED EQUUAL. MAX. PIPE SIZE - 21 " 1.0. LADDER --STD. ALUM /NUM 6 R GAL VAN/ZED SIFEL CONIRETF SHELF PRECAST BASE SEC77AN OR CAST IN SHELF. SA N1 TA R Y MANHOLE T YPICA L DE TA IL NO SCALE 20.E ±FR37� NOTES• 1 STEPS TO BE J14-0 DEFORMED BAR GAIL VAN /ZED SAFETY STEPS OP 0YAL. 2 STEPS ARE 70 BE IN PLACE BEFORE MANHOLE SEC776WS ARE INSTALLED. ,3' CASTING TO BE PER DRAWING BR29. 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST COWCRETZr 5 ALL VNIS SHALL BE GROUTED. 6. SANITARY SEVER MANHGYES SHALL HA VF' ALL INIFRIOR SURFACES INCLUDING CHANNELING COATED (SEALED) NTH A HIGH SOLIDS URETHANE COA TING, WASSER MC- CGWSEAL AR APPROVED NUN; COYCR OF COA 77NG SMALL BE N117E Z RUBBER GA WETFD uONTS SHALL BE IN COVFORMAINCE" W I H A57M C -44J 8 CHANNEL HEIGHT SHALL BE A MIN /MUM AF 314 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 9 CO'VNEC77016 TO MANHGYE SHALL BE MADE USING GPI( ADAPTOR, KOR -N -SEAL 80075 OR APPROVED EQUAL. 7EE W& 6" SIDE OU7ZET R/M' I I II CIEANOUT- -SEE — DETAIL LEFT 2 "x 4" SAID SERVICE MARKER PAINT UPPER -- PO4TIOW NN /TF ANS s&wgL GW S;'DE NtiYWNG "SEWER" N/ 71H 3" HIGI BLACK LETTERS AND JV WRE NRAPPED AROUND THE STUD AND EXTENDED 70 THE AW OF THE STUD. SIDE SEWER DETAIL l.•3.•5 AI/X CG�VGY7EIF etorariivc 2I s" 6" .SIDE OIUTLET TEE SEINER MAIN it C*VCRf7F BL OGK /NG ANGLE 0a OF TEE' A T MAIN OVER 25' 1-1 r11A NO SCALE 60" ALL OWA&E MAX. f W CAST IRON PIPE 6W DUCAL£ IRON PIPE. Voo ISG Mpx CRE� � CON 2j r ANN SYA°£ HA4/ZANTAL SEN£R MAIN TYP ICAL SIDE SEVER ELENA 776W NOTE UNLESS DTHERNISE SHOWN AN PLAN, SDE SENER SHALL HAVE A ,MINIMUM 4' COVER AT PROPERTY LINE OR 3 -5' LONER THAN THE LONEST HOUSE ELEVA77GW, NHICHEVFR /S LONER. UNLESS 07HERNlSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SAD&E SECURED TO SEVER MAIN W hY STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEDERS TO EXISTING MAIN. 07RIRED CLA ); PLAIN AND REINFORCED COVCRE7F DI PIPE AND C.I. PIPE SEVER MAINS ARE TO BE CORE DRILLED SIDE SEWER DErAIL NO SCALE 5.328�to3 ,COiZE DESIGN O J%AL � owa q- c6 14711 N.E. 79th Ploce Suite .0 10 1 Bellevue, WoshkVftn 98007 425.885.7877 Fox 425.865.7963 ENGINEERING IPLANNlNG SURVEYING p MAY , l , : S. 3 2 8y03 SANITARY SCOUR AVAILS AND NOTE'S 0402 X531 w o 0 11V J r- z U m = 0� w w 6 ci of I cl- w 0 ., ', .. A O CV U (n zcr Lo L-n ss CN��'� z s L6 U SANITARY SEWER NOTES 1. ALL W RK MA TERIAL S SHALL BE IN CGWFARMANCE' N/TH THE STANDARDS AND SPEaRCA 776WS OF THE CITY OF RENTON U77LITY DEPARTMENT AND THE LATEST £91776 N O< THE WM0T /APWA STANDARDS AND &oECIf7CATTOWS 2 THE HOURS OF #WK IN THE STREET RICH I - OF WA Y SHALL BE LIMITED TO 8.•30 AM TO 3• ,30 PM AN NEEKDA YS UNLESS OTHERNISE APPROVED IN NRI77NG BY THE DEPARTMENT OF PUBUC MWS AT 425 - 430 - 7200 ALL STREET CLOSlfifS PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC NGIRKS 24 HOURS IN ADVANCE. THE PO1Llar DEPARTMENT, f7RE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3 ALL CONSTRUCT/OW SHALL BE IN ACCORDANCE Nl7H 'STANDARD SPECIFICA TIOWS FAR MUN/LYPAL PUBLIC M.%WS CONSNUCT7ON" PREPARED BY 7HE WASH /NGTOW STA TE 01AP7ER AMERICAN PUBLIC NWS ASSOQA 11AN (APNA) LA TEST ED /TIGW AND THE CITY AF RENTOW STANDARD S°EC/RCA T7ONS 4 ALL L OCA 776WS OF EX75ITNG U77LI77ES SHONN ARE APPROXMA 7E AND IT SHALL BE THE CONTRACTOR S RESP6W-98ILI7Y TO VERIFY THE TRUE AND CORRECT L OCA IIGW SO AS TO A VGYD DAMAGE OR DISTURBANCE 5 A PRE- COWS7RUC710W CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PR16R TO STARTING NEW CONSTRUCTION. IT SHALL BE THE C6N7RACT50? S RE906YV981LI TY TO SECURE ALL NECESSARY AfR0775 PfiV6 R TO STARTING CCWSIRUCTIAN. (IWECTTOW WLL BE ACC0YPL /SHED BY A REPRESENTA77W OF 7HE a rY AF RENTOW) IT SHALL BE 7HE CRV7R4C7ORS' RESY'ONSIB /LITY TO N077FY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACA(RLLING ALL C6WSMVC776W.. 6 CGWTRACTOYP lS SOYEL Y RESPONSJ'BLE FAR THE MEANS METHODS AND SEQUENCES OF C6W57RVCTI6W AND FOR THE SAFETY 6F KPKERS AND 07HERS OW THE C6VVSIRUC776N .97F 7 IT SHALL BE 7HE RE9RaV57bk1TY OF THE CON7RACTOR TO CeTA /N STREET USE AND ANY 01HER RELATED PERMITS PRIOR TO ANY CONS7RVC776YV. 8 PLANS APPROVED BY THE CITY AF RENTON PURL /C #wAS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 07H£R PLANS. 9 A CONY 6F THESE APPROVED PLANS MUST BE ON 7HE J08 SITE NHEINEVER COWSTRPUCTION lS IN PROGRESS 10. THE COYNII?ACTOY? SHALL PROVIDE 7HE CITY OF RENTOW W hY AN AS -BUIL T DRA INNG OF THE SANITARY SENER SYSTEM *11CH HAS BEEN STAMPED BY A UCENS£D PRO ESS/ANAL ENGINEER OR LlC£NSED PRG"FESSIOWAL SU,�%FYt9P. 11. BACKF/LL SHALL BE PLACED COUALL Y ON 80#i 57DES OF THE PIPE IN LA YERS N17H A LOOSE A VFRAGE DEPIN OF 6 INCHES MAXIMUM DEPTH OF 8 /Nala 7HARAUGHL Y TAMPING EACH LAYER TO 95x' OF MAXIMUM DENSI TY. THESE COMPACTED LA YERS MUST EXTEND FOR ONE PIPE DIAMETER OW EACH .90F OF THE PIPE OR TO THE 9DE OF THE 7R£NCH *A lER1ALS 70 CWPLE7E THE FILL OVER 7HE PIPE SHALL 6E THE SAME AS Df- 3009£D. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EX/S77NG 7RA VELED ROADWA Y SHHALL BE 8400LLED WTH CRUSHED ROCK AND MECHAN /CALL Y COWPAC7F0. CUTS /NTO EX7S 77NG ASPHALT SHALL BE NEA7LINE CUT N17H A SAW IN A COW 77NUOIUS LINE. A TEMPORARY COLD MIX PA 7CH MUST BE PLACED /MMED/A TFL Y At )& BAOKFILL AND COWPAC77ON A PERMANETNT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CURREINT aTY AF RE7NToov STANDARDS 13. DA7UM SHALL BE CITY OF RENTOW, NA VD 1988 (MEIFRS) AND NAD 1983/1991 (ME7FRS) 14. ALL 9/57UR8150 AREAS SHALL BE SEEDED AND MUL C1/ED OR 0 HERl NSW STABILIZED TO THE SA T SFAC77AN 6 lHE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLEIIOW OF COW571?UC770 V 15 ALL PIPE AND APPURTENANCES SHALL BE LAID GW A PRAPERL Y PREPARED f -OUNDA 17GW IN ACCORDANCE NTH SEC, 70N 7- 02.3(1) OF THE CURRENT STA 7E OF NA -WING TO ( STANDARD 9ocaRCA 176NS FOR ROAD AND BRIDGE C6VNSTRUC710V THIS SHALL INCLUDE NECESSARY LfkFLING AF THE 7RENCH BOTTOM OR THE TOE' OF THE tOUNDA77ON MA7ER /AL AS HELL AS PLACEMENT AND CAMP4 C776W OF REQUIRED BEDDING MA 7ER/AL TO UNIFORM GRADE SO THA T THE ENTIRE LENGTH OF PIPE WILL BE 5UPPOR70 OW A UNIFORML Y DENSE UNYIELDING BASE. P /PE BEDDING SHALL BE PEA OWA VFL 6" AB0W AND BELOW THE PIPE. 16. SANITARY SEVER PIPE SHALL BE POL YKNYL CHLORIDE (PVC') RUBBER GASKETED ASTM D 3034, SOR 35 OR DUCTILE NOW CLASS 50 SANITARY SEVER FARCE MAIN TO BE CEMENT LINED DUC77LE IRAN PIPE COWFORM/NG TO LA TEST RENSION OF AWWA C110 & C111, THICKNESS CL. 52. 17. IN UN /MPROkED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6" AND A MAXIMUM OF 18" ABOW FIN /SHED GRADE. IN PA VFD AREAS, COVER MUST SL OPE IN ALL DIRECTIONS TO MA TCH PA WNG. 18 ALL SANITARY SCOUR IMPROVEMENTS' SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DENA TION FROM/ THESE PLANS WILL RE0111RE APPROVAL FROM THE OONER, ENGINEER AND APPROIAR/A TF PUBLIC AGENCIES. 19. L OCA HORS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHONN HEREON ARE APPROXIMATE FOR DIMEN516YVED L OCA 7TONS OF THESE IMPROVF.Mf.N12� REFER TO 7Hf- ARCHITECTURAL S1 ME PLAN. IMPROVEMENT AND STRUCTURE L OCA 77ONS .VMLL BE FIELD SET BY 7HE ENGINEER AS REQUIRED. 20 ALL MANHOLES SHALL BE PER T7/E CITY OF RENTON STANDARDS AND SPECIFICA77ONS ALL MANHOLES SHALL HA VE A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP bFINIFEN INVERT IN AND INVERT OUT ALL MANHOLE COWRS SHALL BE AD1570 TO FINISH GRADE PRIOR TO FINAL PA WNG OR LANDSCAPING. 21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO A T LEAST 95x' OF THE MAXIMUM DRY DENSITY PER ASTM D- 1557 -70 (MODIf7ED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MA Y BE TO 90x' IF NOT IN AN AREA OF FUTURE PA CEMENT OR STRUCTURAL FILL. TRENCH BACKRLL AND COMPACTION SHALL BE COMPLETED PRIOR TO 7ES77NG LINES FAR LEAKAGE. 22 ALL SIDE SEDERS SHALL BE A MINIMUM 6" DIAMETER AND HAW A MINIMUM SLOPE OF 20x PR0YRTY/40T CORNERS AND /OR BUILDING L OCA 776WS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER CCYVSTRUC77ON. SIDE SENFR TEE STA TIOWS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCORA 7F AS -BUILT RECORDS OF ALL -99E SENFR L OCA 77ONS. ALL SID£ SEDERS SHALL BE TESTED A T THE 77ME OF MAIN LINE 1FS77NG. 23 WHERE A WATER MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN 3'0" O!F 9- R77CAL CLEARANCE EXIS75 BE74FEN THE TOP OF SEWER AND BOTTOM OF NO TER MAIN, THE SEVER SHALL BE CONSTRUCTED OR RECONSTRUCTED WlIH DUCTILE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WA TFR MAIN CROSSING. 24. SANITARY SEWER MAIN LINES (80 DIAMETER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO ANY CARPORT. 25 NEW C0NNECT701V5 TO EXISTING FACINflES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUC770N /S FINISHED, TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL E 577NG SHALL BE IN THE PRESENCE OF A CITY OF RENTON INSPECTOR 26 PRIOR TO ACCEPTANCE OF CONSTRUCTION AND /AR ISSUANCE OF OCCUPANCY PERMITS, - NG1N1`E?1SURVEY0R- 0R9RF0 AS -BUIL T ORAWINGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES. ROLL MORTAR f7LLET ro NE .114, SEC. 14 TWA 23 N., RGE. 5 E., W.M. FINISHED GRADE h i 8 x ` I14 " STE#f VL ATE 45 BEND WITH PL X PL U(G P£ DIA4of -TER AS AV TED 0V THE PLANS. CLEANOUT DETAIL AV SCALE C.' smw INLAND fDRY OR EQUUAL. PT1714 SEE DETAIL 51.4 ADJJS7MENT 4" MIN. CK�aa RUBBER GASIYE7FD "NTS IN ACCORDANCE NITW AShV C -443 PRECAST ZCnAN STEPS - 3/4" DEFORMED BAR STEPS SHALL BE I N C6WQ9F7E RISER BY PIPE INC., OR APPROVED EQUUAL. MAX. PIPE SIZE - 21 " 1.0. LADDER --STD. ALUM /NUM 6 R GAL VAN/ZED SIFEL CONIRETF SHELF PRECAST BASE SEC77AN OR CAST IN SHELF. SA N1 TA R Y MANHOLE T YPICA L DE TA IL NO SCALE 20.E ±FR37� NOTES• 1 STEPS TO BE J14-0 DEFORMED BAR GAIL VAN /ZED SAFETY STEPS OP 0YAL. 2 STEPS ARE 70 BE IN PLACE BEFORE MANHOLE SEC776WS ARE INSTALLED. ,3' CASTING TO BE PER DRAWING BR29. 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST COWCRETZr 5 ALL VNIS SHALL BE GROUTED. 6. SANITARY SEVER MANHGYES SHALL HA VF' ALL INIFRIOR SURFACES INCLUDING CHANNELING COATED (SEALED) NTH A HIGH SOLIDS URETHANE COA TING, WASSER MC- CGWSEAL AR APPROVED NUN; COYCR OF COA 77NG SMALL BE N117E Z RUBBER GA WETFD uONTS SHALL BE IN COVFORMAINCE" W I H A57M C -44J 8 CHANNEL HEIGHT SHALL BE A MIN /MUM AF 314 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 9 CO'VNEC77016 TO MANHGYE SHALL BE MADE USING GPI( ADAPTOR, KOR -N -SEAL 80075 OR APPROVED EQUAL. 7EE W& 6" SIDE OU7ZET R/M' I I II CIEANOUT- -SEE — DETAIL LEFT 2 "x 4" SAID SERVICE MARKER PAINT UPPER -- PO4TIOW NN /TF ANS s&wgL GW S;'DE NtiYWNG "SEWER" N/ 71H 3" HIGI BLACK LETTERS AND JV WRE NRAPPED AROUND THE STUD AND EXTENDED 70 THE AW OF THE STUD. SIDE SEWER DETAIL l.•3.•5 AI/X CG�VGY7EIF etorariivc 2I s" 6" .SIDE OIUTLET TEE SEINER MAIN it C*VCRf7F BL OGK /NG ANGLE 0a OF TEE' A T MAIN OVER 25' 1-1 r11A NO SCALE 60" ALL OWA&E MAX. f W CAST IRON PIPE 6W DUCAL£ IRON PIPE. Voo ISG Mpx CRE� � CON 2j r ANN SYA°£ HA4/ZANTAL SEN£R MAIN TYP ICAL SIDE SEVER ELENA 776W NOTE UNLESS DTHERNISE SHOWN AN PLAN, SDE SENER SHALL HAVE A ,MINIMUM 4' COVER AT PROPERTY LINE OR 3 -5' LONER THAN THE LONEST HOUSE ELEVA77GW, NHICHEVFR /S LONER. UNLESS 07HERNlSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SAD&E SECURED TO SEVER MAIN W hY STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEDERS TO EXISTING MAIN. 07RIRED CLA ); PLAIN AND REINFORCED COVCRE7F DI PIPE AND C.I. PIPE SEVER MAINS ARE TO BE CORE DRILLED SIDE SEWER DErAIL NO SCALE 5.328�to3 ,COiZE DESIGN O J%AL � owa q- c6 14711 N.E. 79th Ploce Suite .0 10 1 Bellevue, WoshkVftn 98007 425.885.7877 Fox 425.865.7963 ENGINEERING IPLANNlNG SURVEYING p MAY , l , : S. 3 2 8y03 SANITARY SCOUR AVAILS AND NOTE'S 0402 X531 w o 0 11V J r- o 0 N U 0- 0 LLJ N Q1 C) O U CL rrTT � Q O 3 C CIM 'O m CT AA C ci NE 114, SEC. 1A TWP. 23 N., RGE. 5 E., W.M. ROLL 2 0 12 FR 3 7,2 N SCALE: 1" = 40' 0 20 40 80 BASIS OF BEARINGS N8872'17 0W BE7NffN THE MOWUAAENT NOS 1851 AAV 1852, FOUND IN PLACE AND DESOWBED BELOW f ff aTY CF RENTGW HOfiYZGWTAL ZWZYCL NETMW PU&ISHED NOWM&CR 15, 1994 BENCHMARKS- PT#0852 = 3" BRASS .SURFACE DISC IN THE INT. NE 4TH ST. (SE. 1287H ST.) a# 1487H A %F SE. H. 454.77 6W (1,38 514 kFff RS) PT12103 = BROKEN BRASS SURFACE DISC. IN THE INT. SE. 1287H ST. & 156TH A W SE. H. 547.94 OR (167.01) METERS DA 7Z/M.- NA `D 1988 DA 111M PER CITY 6F RENTGW SURWY :fo ,CORE DESIGN SCANNED MAY 0 11006 C'= le- ' z�'`�' 0 C, 3- 3 W, w. 3 7AWa ) awes _ 1.1; • 0i► 14711 N.E. 29th Place Suite # 101 8e Ile vue, W ashingt on 98007 425.885.7877 Fox 425.885.7963 ENGINEERING PLANNING SURVEYING COMPosix vnurr PLAN 04027C711 4 a a or K C C 4 Rl� NE 114, SEC. 1A TWP. 23 N., RGE. 5 E., W.M. ROLL 2 0 12 FR 3 7,2 N SCALE: 1" = 40' 0 20 40 80 BASIS OF BEARINGS N8872'17 0W BE7NffN THE MOWUAAENT NOS 1851 AAV 1852, FOUND IN PLACE AND DESOWBED BELOW f ff aTY CF RENTGW HOfiYZGWTAL ZWZYCL NETMW PU&ISHED NOWM&CR 15, 1994 BENCHMARKS- PT#0852 = 3" BRASS .SURFACE DISC IN THE INT. NE 4TH ST. (SE. 1287H ST.) a# 1487H A %F SE. H. 454.77 6W (1,38 514 kFff RS) PT12103 = BROKEN BRASS SURFACE DISC. IN THE INT. SE. 1287H ST. & 156TH A W SE. H. 547.94 OR (167.01) METERS DA 7Z/M.- NA `D 1988 DA 111M PER CITY 6F RENTGW SURWY :fo ,CORE DESIGN SCANNED MAY 0 11006 C'= le- ' z�'`�' 0 C, 3- 3 W, w. 3 7AWa ) awes _ 1.1; • 0i► 14711 N.E. 29th Place Suite # 101 8e Ile vue, W ashingt on 98007 425.885.7877 Fox 425.885.7963 ENGINEERING PLANNING SURVEYING COMPosix vnurr PLAN 04027C711 4 a a or K C C 4 �V S O U 3 � ° � �� � � � N E .3R0 CT. 2 2 U U 2 V W� 4: n N.E. 4TH. ST. (S.E. ' 128TH ST.) s � � �1 Z ` O � '. .� � .2622.47 MEAS„. 262233 �Z � ,._, w a UQ.; �' rn c v I - - - - -- (KCAS) �; 295.25 ; '� m � m _� � �1 a �. ; I v ! } W Z ! Q E � I Z �a � �$ ¢ �� � _._ - Q \�__ i II N ��_ � 4� ` - - - - - I 3 , - _. dx z- � U i,i cd ' o fi � ,� f£ I � \'y.. \ ry _ _. v C U U O O U � O Q h w I \ �\� 3 � o � m a a• A � � � NE1/4, SEC. 14, TWP" 23 N., RG�: 5E ", W.M. 2 2 U U 2 V I B I 8° lE X87.02 (lNJ • U U N.E. 4TH. ST. (S.E. ' 128TH ST.) s __ __ _I -� '- �N88'27'23 "W (KCAS) -;- N88'21'79 "W MEAS .2622.47 MEAS„. 262233 - - - - _ _ (KCAS) �; 295.25 ; �, S y ! � 7 � i 075.98 _._ N -�- \�__ i _ .., �,� N n _ '. Z �. - _. -_ - - -- W _ I � I � ° N � "iS� - , - I \ �\� I � t i \ }` a a• A I �; \' I �� � sf ! } ji�"�� � � -5 STA. 6 -F76,' LT �' , I� " ` �sar \ 53 i, �f ��-'� - -_�' �-R /ME t7.3B� ^ . , > _ . ` -�° s' r �. `-` s +22'71,, STA.= 10184, 5RT .� �. ; / ' RlM 512.11:03 ~��` _ B °IE•SB3.335oQ.•93Cs) ` J. _� -- - - - -- a �� -- � -} - - 6' /E 503.59. op.W)�I�� x -- - EX {ST SSMH I ��`�v` � � }f 51 �,.., n/c�H ,� � ©� 3.�F B- � ,''\ 57 X020 ?a/LFS _ -� R/M5'lU.i3.�21.- - - ..� \ 1E:504.31 \��� `� X7105 - aa° \ �� B ° /E.38H.�- (1h�J- (NENfl500�1 �E, " _'% I � 5 - 50796.'` _ r.��. t �.,. � ,..� � B /E3B66z`'- (9bfF�•Sto71(h�) rt _E � �_ - dj.���. \ f ` z IPf' A0. iY 1'' TFAIS ��Ez :xI.1R..��..�.;l ;R; ,n � _ � f j ®. �,•2 --I. _. �` E � � +. - :��, � t � � 16 I { f f y', s10 31LF6 ?,i I- z ~ � � 'm � w i ! � �..,� 4'" X7.120 ' ,j � �\� lE 504.98 - � 41LF 6 sf I X7.113 - - - -_ _ �_ - �` �� , � _ 05:79 - -- - � a .� i I I; \ w BU /LD /NG PAD:SUBGRAOE z z � � � -,'2. fl `\ I \�10'S /DEWALK AND U7ILlTY o LZEYAnCN (IYP.J F` r;,!a R✓r.;^ � IPE^ A�c2 Gcr,3Ji ✓0 es� / � 15 � I � \ 0'`' 31LF.6° I 1 EASEMENT (TYPJ 3 , ''�. t 51 ' `' ) i. v I z � r �....�yT -r7 =WAY X7.08¢ f OpyJ� / /NE /E 50199 � 1LF 6 7 _ 108 q YY. _ SSMH aJ � R I '� ` \ � s � z--- STA. T2f93,:15'LI � 303.88.95 1 r \ cnNSmuCnav � CEN7t7'L/NE /� �� (ROdacnoxN) I:: ;w I `�., E � �lM �`�� °. /E �i95.i3fB(fTj'�/229'ssLpl) i .'. I�• ' ~� s f5 SEWER i 4r r�7 ; 1 :, :_ �- -� 9 �`-- -- ° o.k':B °/E "195.93 (fhJH96..eS.(S¢ i N � � ^ 44Sv6. Cw) a - - � - '"^ f ., � /� _ - 202E 6�� its f� 50 \ � 3 05 sk6 a z ' JJM/7 4 - SSM/7 2 �1j�J � ti ` 5 ti `= X250 . � lE 4 0,� .. , _ �. R' ,. a _. �-�' � STA. 13119, 72'LT RlM SBfibt" 5»3. )6 a :, LOCATE AS SHOWN �, _5 � ;.: 8 °1E99B.-d5'(Bb'f%•Y96.tE.(E� R /M56t.OD5OC.gp B" /E i9�8�(BBFJ 1/92 35 _ .3 ;VI ,. � I .`` \ t'. B °!E �f96.i5 -(1H} yqe. of (e1N� 8 ". /E 492.97 (lNJ y92 9i( 15 SEWER ..I � i�:, _ 1 '� `\ 1O \� ESMT _, k. i �'I �� f M '� {i:. . 0 ,% � � EX /ST. SEWER ESMT \ 15' i � 1 �' -- _ � f _ � �+ / 6 � h0 ', i 15' SEW£R�� it i SC z� , \� \l - °aiT,` -vu� o� _�5• -I - - -- - i--- -..._. .� Ar �r a ' I _ � F � EX /ST SSCO -- REMOV£ FX! ANG SSCO �� f, y�`, � ,� g t i � -4+� f' ' � i 3 s.�LF� , � 043\ \ � _ __ � �f 2 ,r B" ! } �+ A SS(i0 �i'1 ANO CONIJE�'T TO EX. B" °lE � to i �_�;�1� _ i � e �� % EE f , ' /E 49800 ` _ ` ;� �BLF 12 \; /E4�99 �>41 50 \ t 11 � f r � r ' LOCATE CLEANOUT AS SHOWN EX. B 4$ 5.95 (VER /FYJ "2 � � f f M� �%S ��` , � f , �! � � �� .. � f , � � f I /E 499.97 � � _ �, .SEE DETA /L SHT. 05.31 9BL� 8' 0900 t 9� 1 !� ! hhh , .l � % i 4 � i Hi': ° + f t 11:3 �� f so ..., 26' PR /VATS t' R /M103.�rJOb.B Q B" /E49�:iFY98.O0 1 SSH! � f ;t �s;E 1111. i,,i t ���a���.�G'T'= i f��� 1 f . �fl ACFESS/UAUTYEASEMENT ,fi /nrd dS CNnWA/ -.� �; ; � =�._.. gyt' 'I�l [! i ��'� � � C._x �f�'wnf � � � � I R/M 5 .00 ✓ �) °/E 2 2 U U 2 V I B I 8° lE X87.02 (lNJ • U U � U � __ __ _I -� R h R � S y S R R �I�i z .: _� i -' � 294 P7, �..,w . ,_ ._. _, \ �-5. LINE, N 1/2, NE 1/4, NW 7/4, c I v �': `. r! �` � 'il` ..� `� � �. \, • 1 w NOTES.• SCALE: 1 " = 40' 0 20 40 80 BAS /S OF BEAR /NGS 1. DEl/ELOPER /CONTRACTOR TO CONTACT NBB72'17"W BETWEEN THE MONUMENT NOS 1851 AND 1852, FOUND /N PLACE AND DESCR /BED BELOW PER OWNER OF LOT 12, AMBERWOOD, IN WRITING CNY OF RENTON HORIZONTAL CONTROL NETWt7RK AT LEAST 48 HOURS IN ADVANCE OF ANY PUBLISHED NOVEMBER J3, 1994. WORK W /THIN THE EXISTING EASEMENT. 2. EASEMENT'AREA MUST BE RESTORED TO BENCHMARKS.• SAME 0R BETTER CONDITION. PT�TB52 = 3 °BRASS SURFACE D /SC. /N THE TNT. NE 4TH ST. (SE. 128TH. ST.J & 14881 AVE S.E. EL. 454.77 OR (138.614 METERS) PT�2103 = BROKEN BRASS SURFACE D /SC. /N THE /NT. SE. 128TH ST. &� 156TH AVE SE. EL 547.94 OR (167.013 METERS) DA TUM.• NAVD J9B6 DATUM PER CNY OF RENTON SURVEY ERIC � J�O: aF •IYA.4ii�yl oQ:y <�. s`` ^ p�s��y� 37113 Q V�.�F lnG1Y1� f: t,�•,ISTER;:'��' FEGOMiriENDED '�'falAL �' . _'_- . �P�Y� msa 6 -f2 -07 ' \ 14711 N.E. 29th Place Suite #101 � - ai�: Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING S "DEStGi�i PLANNING ® SURVEYING sCaNNEO MAY 012006 C'�' S- 3260/ SAN /TARP SEWER PLAN 040270501 A3"•5 �T24� 05 a�N Z � 7m1 . _�._ _ ,� � - z.i � ;. .. o NE1/4,' SEC. 14, TINP, 23 N,, RGE, SE., W.M, ty Rg o o" "' 4 ,M� v m �, ;. 490 _ _ _....__._....__....._......- 0 N o.t!1.... � ,.... - �_^ �: ,.�.�. 2� 3 - - . ...... - 490 ;._. __ 4�_....__..._--- _._..__ � �, , ._ ..:�,__..__.....__.._ '; - ;. ;.. _ _ tn. :�..._fBLF 4 90 � B C9DO 5Y1.O54 (n W_ ___ _. _. . - - ... _ _ _ _ _... _._.. . LL ? : _ - .... . . . . : ; - .. . �- € : Q - ::: ::� !::: - PROPOSED:: -- : -: �:: �: .:.. - -- � -� - -- :..:� - f?ROPOSEO :::: :::: : : : �° � - -�- -� 520 ... :: _ _ :B °WA7ER,f/AM.(TYPJ _ _ - -- -.. 520 :. :.. _ _ .. � PROPOSED GRADE..; - B °WATER 520 � � : :: _. _.... .... __....._.. O ,_,_, .._. ... ...... ..: ............ _ _ __ - __ ; _ _... _ _ .. ..::..:: -.:. ALONG CENIERUNE �EXlS71NGGRADE .......... .......... ____.- ..... W - is :: . _ 5.15 -- : - - -.... - - , - ... - - .. .. :. , .... 515 -- _ .. :..._ ACONG �CEI✓fERC /NE - - `: — — %�. � .. - 515 : : r`Z1 � � _ _ ,\ ;; =,. _ _ _ _m Q' g � - _ �: - _. AONGSSEWER �N. � - .... � PROPOSED GRADE : . ... . .. . . .. . . . ,- . . .. . ... : . :. � � I r ' w: I � J � 480 Q . .510 :. ..... \ : - - - - - :: ACOyG CONS7Rf/Ci1ON CE]V7ERUNE : : s : ::: r;... - - ...... LX/SANG GRADE ... .... f �� __ -- --._.._.__. AC ONG�EONSIRCICi/ON��CENiERUNE__. .. - 1 � - \ � i : s :: ::.:: 510 _ : _ _ :- ___._... ...___. : .. ? _ ! .: - _ ....._ _.:... - ... - ,� is 510 - AX DNG SEWER MA /N __ 505.:. =-- � tt ; . . - 505: _ .. :. z_ : 505 8 {YAIER -- , i ;. ;. �. - , _ _ _ _ , _;. c v ;. `r ,. ��A -..... � :. � � �, 500 -.. . - .. : , ,, 500 `' . 500 � �.F -i.. � � PROPOSED - ,. .. ........ .. PROPOSED. .... - /_.. � o 3 H 12 ,STORM DRA /NAGS (TkPJ �,, ... iy .. . . .. . :, �: , , i �. . � . . :.. , . r : - m DRA /N GE, ,. A- : (�J - - :. ? !.. /: . . . q 0 0.005' �iCF B� �'0�' . 77 �, ;... ;.. 495 -- ;.�.... , .. -- M 495: a � �, 495 _ . _ .C1??" r� �_� __ _.. z.i � ;. .. o _ . ty Rg - o" I 4 ,M� v m �, ;. 490 _ _ _....__._....__....._......- o.t!1.... � ,.... - _:...._. _,__ .. �: ,.�.�. 2� 3 - - . ...... - 490 ;._. __ 4�_....__..._--- _._..__ � �, , ._ ..:�,__..__.....__.._ '; - ;. ;.. _ _ tn. :�..._fBLF 4 90 � B C9DO 5Y1.O54 APE , . 1�' ' . . 9� G ___ _. .:.. . �. � I c ? : _ - .... . . . . ; - .. - (bER /FY EX.; SCOPE) . � .. � ((,�� � 485 ���� � �m� 4 5 8 __ ,... ,..: W ��� _.. - ._. ��m :485 �n _ __ . _. _m Q' g � - - - : ,. I - m t\ a m . K � H .. o- J. - w: I � 480 ,. , : ; ; ..480 - .. ; . is e " • 1 .- �C�:`i: D:O td\ .164LF 8 �� J _. . C.- v w 3 i°�: 9Ao �: � � �� �m ��� L7 ERIC C ,��: �F'WgSYiy%' Q Y �'a una o ',R �•f�I57ER;:•� SS /QVAI FN' 6 -72 -07 1-i ; -ob 7477 1 N.E. 29th Place Suite #107 Bellevue, Woshington 98007 425.885.7877 Pax 425.885.7963 ENGINEERING PLANNING SURVEYING ' y.: L-°D S• 3,28�/p2 SANITARY S PROF /LES 04O27C521 iJA1VNE ®MA1�i�O 12006 AB'S- 32 ®4Ob a iB _: _ -_ ,$ ; . 1 �- �b �� off. o d a J y 1 W N _' �'. ', NE1/4, SEC. 14, TWP. 23N., RGE° 5E °; ;W.M° o "' N Q x � °� S�4N /T.4i�Y SEWER COTES ,���t� �,,,,��;�t`�►`% ����� �� �����2��, � C ALL WORK MATER /ACS SHALL BE IN CONFORMANCE Wln; THE STANDARDS ANO SPEpfICAnONS OF THE GTY OF RENTaV F/N /SHED :GRADE UTILITY DEPARTMENT ANDTHE LATEST ED /nON OF THE WSDOT /APWA STANDARDS AND SPEGF7CAnONS -: � i (/') 2. THE HO[/RS OF WORK IN THE STREET R /GHT- OF-WAY SHAV BE VM /TED TO B.•30 AM TO 3.•30 PM ON WfENDAYS UNLESS T W OTHERWISE.APPROYED /N WRInNG BY THE DEPARTMENT OF PUBVC WORKS AT 425 -430 -7200. ALL STREET GOSURES, i , `_ / � PARRAL' OR FUV, SHALL BE APPROVED BY THE DEPARTMENT OF PUB/JC WORKS 24 HOURS /N ADVANCE THE POUCE B x xl/x //4 ° � DEPARTMENT, FTRE DEPARTMENT, AND 911 SHAV BE NOnFTED 24 HO!/RS /N ADVANCE. � STE LATE 45 BEND � ,3. ALL CONSIROCnON SHAV BE /N ACCORDANCE W17H STANDARD SPEGFTCAnONS FOR MUN /GPAL PUBVC WORKS / f !4! /TH PLUG z CONSTRUCTON °PREPARED BY THE WASH /NGT[kV STATE GfAP7ER AMERICAN PUBVC WORKS ASSOGAnON (APWA), LATEST WYE Q ED /nON AND. THE CITY OF RENTON STANDARD SPECIfTCAnONS ,' - �- PLUG O J 4. ACC LOCATONS OF EX /S7/NG U7TVTi£S SYLOWN ARE APPROXIMATE AND /T SHAV BE nfE CONTRACTOR'S RE3'PPNS /B /C/TY 70 VER /FY nCE TRUE ANO CORRECT COCAAON SO AS 70 AW/D DAMA(A- OR D /SIURBANCE. � � 5. A PRE CONSTRUCTON CONFERENCE ANO A 24 HOUR NOnCE SHAV BE REOU /RED PR /OR TO STARTNG NEW CONSTRUCTON. � PVC PIPE D /AMETER AS /T SHALL BE THE CONTRACTORS RESPONS /B /UTY TO SECURE ALL NECESSARY PLFMNS PRl(� 70 STARTING p NOTED ON THE PLANS. CONSTRUCnON. (INSPECTION WILL BE ACCOMPUSHm BY A REPRESENTAnIE OF THE GTY pF RENTONJ. !T SHAV BE �' W. THE CONTRACTORS RESPONSIB /CITY 70 NOnFY THE UAUTY DEPARTMENT 24 HOURS /N ADVANCE OF BAG(FTLUNG AV CLEANOUT DETA /L C ` W GDNSTRucnDN W6. CONTRACTOR /S SOLELY RESPONS /B /E FOR THE MEAN. METHODS AND SEOULNCES OF CONSTRUCTON ANO FOR TfIE SAFETY N0 SCALE -C/7 Of WORKERS -AND OTHERS ON TFIE CONSTRUCTON SHE: �7. lT SHALL BE THE RESPONSYB /CITY OF THE CONTRACTOR TO OBTA /N STREET USE AND ANY OTHER RELA7E7J PERMITS Q PR /OR -TO ANY CONS7RVCnON. z B. PLANS APPROVER BY nlE CITY OF RENTON PUBVC WORKS DEPARTMENT SHAV TAKE PRECEDENCE OVER ALL OTHER PLANS N 9. A COPY DE THESE APPROVED PLANS MUST B£ UN THE JOB SHE WHENEVER CONSTRUCnOiV /S /N PROGRESS - - 10. DIE CONTRACTOR SHAV 'PROl40E THE. C /TY OF RENTON W17N AN AS -BU /LT DRAWING OF 7NE SAN /TARY SEWER SYSTEM WH /CH HAS BEEN STAMPED BY A VCENSED PROFESSIONAL ENG/NELR OR UC£NSED PROFESS /ONAC SURVEYOR 24. SAN /TARP SEWER MA /N LINES (B° D /AMETEK AND LARGER) SHAV NOT BE CONSTRUCTED ANY CL7SER THAN 10 FEET TO ANY BU /CD /NG OR 5 FEET TO ANY CARPORT. = 25. NEW CONNECTIONS TO EX /SONG FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTON /S F7N /SHED, TESTED, CLEANED ANO ACCEPTED. AV CONSIRUC770N DEER /S AND WRIER SHALL BE REMOVED PRIOR TO OPEN /NG THE SEAL. ALL TESTING SHALL BE /N THE PRESENCE OF A CNY OF RENTON /NSPECTOR. z 28. PR /OR TO ACCEPTANCE OF CONSTRUCTON AND /OR /SSVANCE OF pCCUPA.N.CY PERNNS, ENGIN.E£R /SURVEYOR- CERnfIED AS -BU /LT DRAWINGS MUST BE PREPARED OF ALL SAN /TARP SEWER FAC /LInES. a � 0! m: rr -• � R/W � 10' MIN. (^ -�B" BUILD /NG SEWER P /PE \ i 1 `- TEE W7TH B" SIDE OUTLET � CCEANOUT -SEE J DETA /L LEFT 2':r 4" STUD SERV/CE MARKER PA /NT UPPER PORnON WHNE ANS STENCIL ON S /DE {tTJRD /NG SEWER° W77H 3 "' H /GH BLACK LETTERS. AND,/6' WERE WRAPPED AROUND THE STUD AND EXTENDED TO 7NE TOP OF THE STUD. aS /DE VEYY E/7 DETA /L NO SCALE BO" ALLOWADCE MAX. FOR CAST /RON PIPE OR DUCTILE IRONP /PE. 1.3.•5 M /X�7 �' � G�1 e�ar�NG / � PAIN 2� MPx. GR � 8 � {(INS ( GGN E 2 %M /N SLOPE HORIZONTAL 8'" SIDf OURET TEE SEWER MA /N 1 EWER MA /N CONCRETE BLOCK /NG ANGLE `O OF TEE AT MA /N OVER 25' TIP /CAL S/DE SEWER ELEVAnON ELEVAnON N07E• UNLESS OTHERWISE SHOWN ON PLAN, S /DE SEWfR SHALL NAVE A M/N /MUM 4' COVER AT PROPERTY LINE OR 3 -5' LO{YER THAN THE LOWEST HOUSE ELEVAnON, WH /CHEV£R /S LOWER. UNLESS OTHERWISE APPROVED BY THE C /TY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN W9TH S7A /NCESS STEEL BANGS WHEN CONNECANG NEW S /DE SEWERS TO EX /SONG MA /N. VTTR /FIFO CLAY, PLA /N AND RELNFORCED CONCRETE, D. /. P /PE AND C.l. P /PE SL"4Y1 -R MA /NS ARE TO BE CORE DR /LLED L ,L � ' 1��alvrti.��i /ice .. S /DE SEWER DETA /L NO SCALE r �F�4 s � � � "¢ � � � CASTING- /NLANDfDRY N07ES. � °' 11. BALWFTLL SHALL BE PLACED EOUAV Y OH 80TH. STDES PF THE P /PE /N LAYERS WITH A LOOSE.AIfRAGE DEPTH OF 6 OR EQUAL PT.,�714 SEE DETAIL 5.1.4. 1. STEPS TO 8E 3/4 9 DEFORMED BAR 23. WHERE A WATER MA /N CROSSES ABOVE nlE SAN /TARP SEWER, AND LESS IRAN 3'0" OF V£RnCAL CLEARANCE EXISTS �� a .INCHES .MAX /MUM DEPTH OF B INCHES, nJOROUG/LY TAMP /NG EAGi LAYER 70 95% OF MAX/M(/M DENSITY.: THESE -TO: . � 25" GACVAN /ZED SAFETY STEPS OR EQUAL � � ,z ° COMPACTED LAYERS.MUST EXTEND FOR .ONE P /PE D /AMETEK ON EACH SIDE OF THE P /PE !Nr' THE S/DE OF IHf 7RENG� MATER /ACS TO CO/PLETE 9HE FTU OVER nfE P /PE .S//AU BE THE SAME AS DESCR /BED. N � = AD✓USTMCNT 4° M /N. 2. STEPS ARE TO BE /N PLACE BEFORE Q `0 [� u 12. OPEN CUT ROAD L'ROSS/NGS FOR URCITY IRENGIES CN✓ EXISTING IRAVEZm ROADWAY SNAU BE BACKF7CLED Wlni .CRUSHED. ROCK AHD MEGfAN /CALLY COMPACTEDJ. CUTSlNTO L:Y/SAHG ASPHALT SHAD BE NEATL/NE CUT WT7H A SAW /N '.. u � CONE MANHOLE SECnONSARE /NSTAVED. 3. CASTNG TO BE PER DRAWING BR29. �-i. _ Z' A CONTINUOUS ONE. A TEMPORARY COLD MLX PATL� MUST BE PLACED /MMEDIATELY AFTER DALY(FIV AND CLOMPACnON.. � RUBBER GASKETED JO /NTS �' � A PERMANEiVT HOT MIXPATCH SHAV BE PLACED W77H /N 10 DAYS AND .SfCAV BE P£R CURRENT GTY OF.RC7VION 21. ALL TRENCH BACKfTCL SHALL BE COMPACTED ID AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM 0- 1557 -70 CN ACCORDANCE {ifTHi1STM.0 -443 4. MANHOLE SECnONS TO BE OF RE /NFORCED I�-i W a � R? � STANDARDS •' 4° M /N. PRECAST SECnPN PRECAST CONCRETE. v 13. DATUMSHALL BE C /TY OFRENTON, NAVD /98B (METERS)AND NAD 1983/1991.(ME7ERSJ. �. STEPS 3/4 "DEFORMED BAR 5. ALL ✓LNN7S SHALL BE GROUTED. � m Jf rn 14. ALL. D /STURBED AREAS SHAV BE SEEDED AND MULGCLD GT OTHERWISE STAB /UZED TO THE SAnSFACnUN OF THE - DEPARTMENT FOR THE PREVENnON OF ON -SHE EROSION AFTER JHE CL7AfPLE710N OF CONSTRUCTON. __ 5 1 2° / STEPS SHAV Bf /NC_ CODED 6. SANITARY SEWER MANHOLES SHACC HAVE CONLWE7E RISER BY PIPE INC., AU /NIER /OR SURFACES, /NCLUD /NG c � - 48° OR APPROVED EQUAL CHANN EL /NG,COATEO(SEALEDJWITHAH /GH v �� 0 15. ALL PIPE AND APPUR7ENANCESSNAU BE LA /D ON A PROPERLY PREPARED FOUNDATON /N ACCORDANCE {NIN SECpON '� SOLIDS URETHANE COAIIN�• WASSER d 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTCAV STANDARD SPEGFTCAIIDYS FOR ROAD AND BRIDGE CONSTRUCTION. TH /S. SHALL INCLUDE NECESSARY LEVEUNC OF THE TRENCH BOTTOM OR THE .TOP OF THE FOUNDATION MA TER /AL 'AS {YELL AS PLACEMENT AND COMPACnON OF REQUIRED BEOD /NG MATER /AL 70 UN /FORM GRADE 50 THAT THE ENBRE LENGTH OF �.. - 12° (TYP) MC- CONSEA( OR APPROVED EQUAL; COLOR OF � COA T/NG SHAV BE WH /TE m �� Q- � � P /PE WILL BE SUPPORTED ON A. UN /FORMLY DENSE.UNYIEZDING BASE. P /PEBLDD /NG. SHACC BE PEA- GRAVEL 6° ABOIE AND BELOW INEP /PE. _ � -� MAX. PIPE SIZE - 21." l.D. 7. RUBBER GASKEIED JO /HIS SHALL BE IN CONFORMANCE W77F1 ASTM C -443. LADDER -SnI. ALUM /NUM OR GACVAN /ZED STEEL �� 0 16. SANITARY SEWER PIPE SHALL BE POLYNNYC COLOR/DE (PVC) RUBBER GASKEIID ASTM D 3034, SDR 35 OR DUCTIE MORTAR B. CHANNEL HE /GHT SHALL BE A M/N /MUM OF ��/RON CLASS 50. SAN /TARP SEWER FORCE MA /N TO BE CEMENT UNED DUCnCE /RON PIPE CONFORM /NG TO LATEST ��T �'� CONCRETE SHELF 3/4 OF THE /NS /DE D /AMETEK OF THE LARGEST 4 REVTSlON OF AWWA C710 & C711, TH /CKNESS CL 52. 11. IN UN /MPROV£D AREAS, MANHOLE IO EXTEND A M /NIMUM OF B' ANO A MAXIMUM OF 18 °ABOVE- fTNISHED GRADE. /N PAVED AREAS, COVER MUST SLOPE /N AU D /RECnONS TO MATCH PAVNG - ��� t P /PE. - PRECAST BASE S£CnON 9. CONNECTONS TO MANHOLE SHALL BE MADE OR CAST IN.SHELF. US/NG GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. � � 24. SAN /TARP SEWER MA /N LINES (B° D /AMETEK AND LARGER) SHAV NOT BE CONSTRUCTED ANY CL7SER THAN 10 FEET TO ANY BU /CD /NG OR 5 FEET TO ANY CARPORT. = 25. NEW CONNECTIONS TO EX /SONG FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTON /S F7N /SHED, TESTED, CLEANED ANO ACCEPTED. AV CONSIRUC770N DEER /S AND WRIER SHALL BE REMOVED PRIOR TO OPEN /NG THE SEAL. ALL TESTING SHALL BE /N THE PRESENCE OF A CNY OF RENTON /NSPECTOR. z 28. PR /OR TO ACCEPTANCE OF CONSTRUCTON AND /OR /SSVANCE OF pCCUPA.N.CY PERNNS, ENGIN.E£R /SURVEYOR- CERnfIED AS -BU /LT DRAWINGS MUST BE PREPARED OF ALL SAN /TARP SEWER FAC /LInES. a � 0! m: rr -• � R/W � 10' MIN. (^ -�B" BUILD /NG SEWER P /PE \ i 1 `- TEE W7TH B" SIDE OUTLET � CCEANOUT -SEE J DETA /L LEFT 2':r 4" STUD SERV/CE MARKER PA /NT UPPER PORnON WHNE ANS STENCIL ON S /DE {tTJRD /NG SEWER° W77H 3 "' H /GH BLACK LETTERS. AND,/6' WERE WRAPPED AROUND THE STUD AND EXTENDED TO 7NE TOP OF THE STUD. aS /DE VEYY E/7 DETA /L NO SCALE BO" ALLOWADCE MAX. FOR CAST /RON PIPE OR DUCTILE IRONP /PE. 1.3.•5 M /X�7 �' � G�1 e�ar�NG / � PAIN 2� MPx. GR � 8 � {(INS ( GGN E 2 %M /N SLOPE HORIZONTAL 8'" SIDf OURET TEE SEWER MA /N 1 EWER MA /N CONCRETE BLOCK /NG ANGLE `O OF TEE AT MA /N OVER 25' TIP /CAL S/DE SEWER ELEVAnON ELEVAnON N07E• UNLESS OTHERWISE SHOWN ON PLAN, S /DE SEWfR SHALL NAVE A M/N /MUM 4' COVER AT PROPERTY LINE OR 3 -5' LO{YER THAN THE LOWEST HOUSE ELEVAnON, WH /CHEV£R /S LOWER. UNLESS OTHERWISE APPROVED BY THE C /TY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN W9TH S7A /NCESS STEEL BANGS WHEN CONNECANG NEW S /DE SEWERS TO EX /SONG MA /N. VTTR /FIFO CLAY, PLA /N AND RELNFORCED CONCRETE, D. /. P /PE AND C.l. P /PE SL"4Y1 -R MA /NS ARE TO BE CORE DR /LLED L ,L � ' 1��alvrti.��i /ice .. S /DE SEWER DETA /L NO SCALE r �F�4 s � � � "¢ � � � 18. ACC SAN /TARP SEWER IMPROVEMEN75 SHAV BE CONSTRUCTED IN ACCORDANCE W77H THESE APPROVED PLANS ANY DEl4A7/ON FROM. THESE PLANS WIV REQU /RE APPROVAL FROM THE OWNE77 ENGNEER AND APPROPR /ATE PUBVC � � °' ERIC C AGENCIES. 23. WHERE A WATER MA /N CROSSES ABOVE nlE SAN /TARP SEWER, AND LESS IRAN 3'0" OF V£RnCAL CLEARANCE EXISTS a .rsM � .. r,.,��,,.,,,.,��... 19. LOCATIONS OF ROADWAYS; BUILDINGS AND PARKING AREAS. SHOWN HEREON ARE 'AFrrcO.iiMArc. rDrr �nxcrv��rmcu ; LOCATONS OF THESE /MPROVEMEN75, REFER TO THE ARCHNECTURAL SNE PLAN. /MPROVEMENT AND. STRUCTURE BETWEEN IIiE TOP -0F SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHAV BE CONSTRUCTED OR RECONSTRUCIEO W91H o u LOCATONS SHALL BE FlfLO SET DY THE ENG /NEER AS REQUIRED. �+A w // r AR �/ MANE7 OLE %° �/P /CAL ®ETA /L a7 [ V //'1 (- �f- ob � U 20. AV MANHOLES SHALL BE PER n1E GTY OF RENT�N STANDARDS AND SPEC /FICAnONS AV MANHOLES SHAV - HAVE A � � MlN /Ml/M 0.10 FOGT TO MAXIMUM 1.0 F00T DROP B£IWL-EN INVERT /N AND / NVFRT OUT. AV MANHOLE COVERS SHALL NO SCALE CROSS /NG. o BE ADJUSTED TO FINISH GRADE PR /OR TO f7NAL PAVING OR LANDSCAPING. PLANNING 21. ALL TRENCH BACKfTCL SHALL BE COMPACTED ID AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM 0- 1557 -70 >; a � (MOD /F /ED PROCTOR), FOR THE F/RST THREE FEET ABOVE' THE P /PE. INE REMA /N /NC BACKfTV MAY BE TO 90 %/F NOT /N AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKfTV AND COMf'ACnON SHALL BE COMPLETED PRTOR TO TESnNG ONES FOR LEAXAGE. v a o � a 22. ALL S /DE SEWERS SHALL BE A MlN /MUM 8' D /AMETEK AND HAVE A M /NIMUM SLOPE DF 2.0% PROPERTY/LOT CORNERS AND /OR BU /LD /NG LOCATONS AND FTN /SH GRADES SHALL BE ESTABVSH£D IN THE fTECD PRIOR lO AHY SEWER w o $ ¢ CONSTRUCTON. S /DE SEWER TEE STAnONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM. MANHOLE. THE 24. SAN /TARP SEWER MA /N LINES (B° D /AMETEK AND LARGER) SHAV NOT BE CONSTRUCTED ANY CL7SER THAN 10 FEET TO ANY BU /CD /NG OR 5 FEET TO ANY CARPORT. = 25. NEW CONNECTIONS TO EX /SONG FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTON /S F7N /SHED, TESTED, CLEANED ANO ACCEPTED. AV CONSIRUC770N DEER /S AND WRIER SHALL BE REMOVED PRIOR TO OPEN /NG THE SEAL. ALL TESTING SHALL BE /N THE PRESENCE OF A CNY OF RENTON /NSPECTOR. z 28. PR /OR TO ACCEPTANCE OF CONSTRUCTON AND /OR /SSVANCE OF pCCUPA.N.CY PERNNS, ENGIN.E£R /SURVEYOR- CERnfIED AS -BU /LT DRAWINGS MUST BE PREPARED OF ALL SAN /TARP SEWER FAC /LInES. a � 0! m: rr -• � R/W � 10' MIN. (^ -�B" BUILD /NG SEWER P /PE \ i 1 `- TEE W7TH B" SIDE OUTLET � CCEANOUT -SEE J DETA /L LEFT 2':r 4" STUD SERV/CE MARKER PA /NT UPPER PORnON WHNE ANS STENCIL ON S /DE {tTJRD /NG SEWER° W77H 3 "' H /GH BLACK LETTERS. AND,/6' WERE WRAPPED AROUND THE STUD AND EXTENDED TO 7NE TOP OF THE STUD. aS /DE VEYY E/7 DETA /L NO SCALE BO" ALLOWADCE MAX. FOR CAST /RON PIPE OR DUCTILE IRONP /PE. 1.3.•5 M /X�7 �' � G�1 e�ar�NG / � PAIN 2� MPx. GR � 8 � {(INS ( GGN E 2 %M /N SLOPE HORIZONTAL 8'" SIDf OURET TEE SEWER MA /N 1 EWER MA /N CONCRETE BLOCK /NG ANGLE `O OF TEE AT MA /N OVER 25' TIP /CAL S/DE SEWER ELEVAnON ELEVAnON N07E• UNLESS OTHERWISE SHOWN ON PLAN, S /DE SEWfR SHALL NAVE A M/N /MUM 4' COVER AT PROPERTY LINE OR 3 -5' LO{YER THAN THE LOWEST HOUSE ELEVAnON, WH /CHEV£R /S LOWER. UNLESS OTHERWISE APPROVED BY THE C /TY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN W9TH S7A /NCESS STEEL BANGS WHEN CONNECANG NEW S /DE SEWERS TO EX /SONG MA /N. VTTR /FIFO CLAY, PLA /N AND RELNFORCED CONCRETE, D. /. P /PE AND C.l. P /PE SL"4Y1 -R MA /NS ARE TO BE CORE DR /LLED L ,L � ' 1��alvrti.��i /ice .. S /DE SEWER DETA /L NO SCALE r �F�4 s N o ° CONTRACTOR SHAV MA /NTAIN AOCURAIE AS -BUILT RECORDS OF AV SYDE SEWER LOCATONS ALL S /DE SEWERS SHAV BE TESTED AT THE nME OF MA /N LINE TESDNG. � °' ERIC C o � m 23. WHERE A WATER MA /N CROSSES ABOVE nlE SAN /TARP SEWER, AND LESS IRAN 3'0" OF V£RnCAL CLEARANCE EXISTS a .rsM � .. 'AFC /57E0.E�;� ��raNAL BETWEEN IIiE TOP -0F SEWER AND BOTTOM OF WATER MAIN, THE SEWER SHAV BE CONSTRUCTED OR RECONSTRUCIEO W91H owes 6 -f2 -07 (- �f- ob DUCTLE /RON P /PE (CLASS 50J FOR A M!N /MUM HOR /ZONTAL D /STANCE OF 10' ON EACH S/DE OF THE WATER MA /N 74711 N.E. 29th Place Saite #101 Bellevue, Washington 98007 CROSS /NG. 24. SAN /TARP SEWER MA /N LINES (B° D /AMETEK AND LARGER) SHAV NOT BE CONSTRUCTED ANY CL7SER THAN 10 FEET TO ANY BU /CD /NG OR 5 FEET TO ANY CARPORT. = 25. NEW CONNECTIONS TO EX /SONG FACILITIES SHALL BE SEALED OFF UNTIL UPSTREAM CONSTRUCTON /S F7N /SHED, TESTED, CLEANED ANO ACCEPTED. AV CONSIRUC770N DEER /S AND WRIER SHALL BE REMOVED PRIOR TO OPEN /NG THE SEAL. ALL TESTING SHALL BE /N THE PRESENCE OF A CNY OF RENTON /NSPECTOR. z 28. PR /OR TO ACCEPTANCE OF CONSTRUCTON AND /OR /SSVANCE OF pCCUPA.N.CY PERNNS, ENGIN.E£R /SURVEYOR- CERnfIED AS -BU /LT DRAWINGS MUST BE PREPARED OF ALL SAN /TARP SEWER FAC /LInES. a � 0! m: rr -• � R/W � 10' MIN. (^ -�B" BUILD /NG SEWER P /PE \ i 1 `- TEE W7TH B" SIDE OUTLET � CCEANOUT -SEE J DETA /L LEFT 2':r 4" STUD SERV/CE MARKER PA /NT UPPER PORnON WHNE ANS STENCIL ON S /DE {tTJRD /NG SEWER° W77H 3 "' H /GH BLACK LETTERS. AND,/6' WERE WRAPPED AROUND THE STUD AND EXTENDED TO 7NE TOP OF THE STUD. aS /DE VEYY E/7 DETA /L NO SCALE BO" ALLOWADCE MAX. FOR CAST /RON PIPE OR DUCTILE IRONP /PE. 1.3.•5 M /X�7 �' � G�1 e�ar�NG / � PAIN 2� MPx. GR � 8 � {(INS ( GGN E 2 %M /N SLOPE HORIZONTAL 8'" SIDf OURET TEE SEWER MA /N 1 EWER MA /N CONCRETE BLOCK /NG ANGLE `O OF TEE AT MA /N OVER 25' TIP /CAL S/DE SEWER ELEVAnON ELEVAnON N07E• UNLESS OTHERWISE SHOWN ON PLAN, S /DE SEWfR SHALL NAVE A M/N /MUM 4' COVER AT PROPERTY LINE OR 3 -5' LO{YER THAN THE LOWEST HOUSE ELEVAnON, WH /CHEV£R /S LOWER. UNLESS OTHERWISE APPROVED BY THE C /TY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN W9TH S7A /NCESS STEEL BANGS WHEN CONNECANG NEW S /DE SEWERS TO EX /SONG MA /N. VTTR /FIFO CLAY, PLA /N AND RELNFORCED CONCRETE, D. /. P /PE AND C.l. P /PE SL"4Y1 -R MA /NS ARE TO BE CORE DR /LLED L ,L � ' 1��alvrti.��i /ice .. S /DE SEWER DETA /L NO SCALE r �F�4 s 4 � � °' ERIC C O:ti ,��. , �'n'm a .rsM � .. 'AFC /57E0.E�;� ��raNAL �' owes 6 -f2 -07 (- �f- ob 74711 N.E. 29th Place Saite #101 Bellevue, Washington 98007 425.885.7877 Fax 425- 885.7963 ENGINEERING PLANNING /DESIGN ® SURVEYING ��ro� �Y ®1 Z�s. C'U , S � •� �'eiO3 SANITARY SEWER DETA /LS ANO NOTES 0401 /cJJf A3 S- 3id40'1 Ali $$� �.._ __ - ", � � �`b ro � 1 o p N , aW � r H W M� W 52-wo «) SCANNED JUN 2 2goq .20-' FR 3,2':_0 7 m