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HomeMy WebLinkAboutzS-2323Set�.wp- s7 -s ?s 3 I € +. Iz �I -'� a.sxa ', MATCH UNE -ABOVE RIGHT NOTES: 1. FOR SURVEY CONTROL INFORMATION REFER TO DRAWING G5. 2. FOR GENERAL DRAWING NOTES AND N SYMBOLS REFER TO DRAWING G4 AND G5. 3. FOR SANITARY SEWER NOTES REFER TO DRAWING 3C800. 4. FOR SANITARY SEWER PROFILES REFER TO DRAWING 3C600. MATCH UNE -BELOW LEFT 0 a J n 0 0 w \�� � � "�� . � - 2`0���- - 44 f m � _ - z=-- � ,, t - _ _ �� ���� Z - - 2 5 -- 4 9 D �� c � $a �° s �� �a � �. 1� � � - -- -- N 3� 30 � 54 °° �°'� �� � ° � � __� �, � � - � � o � � 3° O 9 �F y-�� V1 CS M o _ _ � ����0, v o a 59 � « 1 ' s � � � n� �Z � a - -_ - °11 lil 10 � 15 z — D = 0 ' m - — ,� -�-- � - 1 17 18 2 � � D r € i, �i.� 22 27 23 8 5 � m O C � D Y a } 6 � _ _. 3 3 � � ��ano fTl frl �'� o T i II'i' ' 6 7 3 3 rO N �Fs° 1 � 4 4 5 50 � � � C0 n m �,�,� om� ° i 3 55 fTl z o � � >Z 5 60 � fV '�' S'C�� 1 6 7 63 68 6 6 65 70 r- D z c_n O �������������������� � CONSTRUCTION SET j a �_ p([�%� S ?�a7 fi�''j" ������a���� �� � ��� RECOMMENDED 6Y ��z�s ��`GY `t of �4SNi a � �4. ;-��'.. �° ' ' 71 72 73 7 75 I _ I I FOR APPROVAL I KEY PLAN SCALE: NONE I .v I -'� A�4�Q* I BY 3 z S s /NNAL� a c om jEORi PIrzER July 16, 1997 I . 0 150 300 450 600 ��/6�97 S. �/2 $EC. 24 T 23N R �. WIC EXPIRES: 06/05/'98 N. i/1, SAC. 25, T. 23N., R. 4E., W.I. R n o �^ , � _ , �� ,;�t ., i i '��� I: C° p o chi �` o� N °� J � A t"' N N ;� W N W Fes, w h� F� I i l 'A 7�7 4IjF R� k i Pv" EA d m chi N 9 rw w� 1 0 W N W a0 ° ° ° ° NOTES: n m u) ul 1. FOR SURVEY CONTROL ° w w w INFORMATION REFER v+ Y 3 TO DRAWING G5. a J W w 2. FOR GENERAL DRAWING � NOTES AND SYMBOLS REFER TO DRAWING n j 111L4 G4 AND GS. 3. FOR SANITARY SEWER L � NOTES REFER TO °z c°n DRAWING 3C800. o 1 4. ALL SEWER SYSTEM WORK SHOWN WITHIN OAKESDALE V AVE SW ROW IS INCLUDED O w v IN THIS CONTRACT. EMH I m L RIM = 18.36 vii E E H o Et o g SDMH EMH RIM = 18_ v U ` i- H GRIT SD REMOVAL o CHAMBER AR MH BLOW -OFF 00 ° WATER CONC VA A in g f� O `= ❑ p N 72,400 w P C I C OMM O F ® p CN F� N Tp/ 72,400 n COMM o C9l O o I D M H O 0 CT �T� E a HAND RAIL (TYP) -� �� I ® o ❑ CQM R CONT COMM T DRAT BO w 0 0 00 �p"I.- O ELEC CONTR INLET L BO RAIN ¢ - ❑ INLE4 DRAIN F£ 0 's I 3a ° pp� 't' 0 � m c I cn U) s 0 TIROL BOX LET DRAI cis © © IRR TR INLET D I ° I� — — — — — — — — �— — 6'SO 3� w 1 rn, N WATER M RIM = 15.8_7 TO IRR CON R L • M 3 =° m a -p — — — —0— — — — — — — — — 24" PIPE RUNNI G BOX o N S =9.28 TOP ATER MH PIP rn a o RIM - 15.12 �Q n 12" W CIO RR VALVE 12" W INP� ° ® MH 12 "W TOP 24" PIPE RUNNING N\S = 9.13 TOP PI 5 S NILE DRAT aF �0 V E. 3.F _nl " IRR CONTROL BOX ��. MH 1' C R o my p sa 0 s° ,DSO o I BOX CON L BOX CONT 0 MH ° / < 1(3"SO O (RFC, N T DRAT v co C) p s SDMH D� so J > - !G 10 N °OVERFLOW Q o O lr7-" 15 5 01 �� 00 ANF I fa\ NDPIPE r (n = z D 1 17 18ya 2 ° TARE 1PW U D m O 2 22 23 5 7 M X 27 8 A DR IN cn LV RJ E5 C� f l m oWo 3 33 SDM °m ° ° w 1 ° W O -U N£m 6 7 3 3 1 p 4 a 5 50 N 72,200 w w CONTRO INLET p u� RA w N 72,200 CO fTl ZJ CO Z 0 i'aa o W 3 55 F- O "�' 6 20' 10' 0 20' - - - - - - - - - - - ` - - - 40' 5 60 RECOMMENDED BY,� 1 " =20' BYN1l.:,,. r`. Yh FOR APPROVAL 1 6 63 6 65 B BY - - - - - - - - - - - -a 7 68 6 70 O N - - - - -► 71 72 73 7 75 w���sCyGa •�������------ :CONSTRUCTION SET j KSEY PLAN fAll: NONE �?16, S. 1/2, SEC. 24, T q3y ., R 9[ , W.M. n� o � m N NA LORI 1997 �------------- ---- - N. 1/2, SEC. 25, L 23N., R 4E., W.M. wwp- s� -�.�s3 0 6/05/'l '/b�s' EXPIREISO: 96 h� F� I i l 'A 7�7 4IjF R� k i Pv" EA d m chi N 9 rw w� 1 0 W N W NOTES: Z r o STANDPIPEo CO o °o o m C ��o MH 24 -3 STANDPIPE _ST DPIw 1. FOP. SURVEY CONTROL 0 8 0 G ° OVE FLOW 6' w -OVERFLOW INFORMATION, REFER TO , g v ° w 4 ' T MH STANDPIPE(3 STA DPIPL ° J� w STANDPIPE DRAWING G5. p RIM EL =17.35 CO m z /G IE IN((S,OTEE 80 n N IE IN(W) TEE.80 O 2. FOR GENERAL DRAWING (( NOTES AND SYMBOLS, IE IN S, ®DROP)= -0.80 REFER TO DRAWING G4 ° o j IE OUT(E)= -0.90 LU AND G5. m m N 72014.2 \ CON T R X c 8 n G� E 53840.0 (TvP -) Q 3. FOR SANITARY SEWER \ � NOTES, REFER TO z < m cn O INLET DRAT DRAWING 3C800. f 0 0 G OVERFLOW ° STANDPIPE 0 0 VERFLOW Q 4. FOR SANITARY SEWER A N o O �' PROFILES, REFER TO 0 NDPIPE DRAWING 3C600. s \ U FUTURE 10" DI SS CONNECT 2" PVC J 5. REFER TO DRAWING °PRIVATE, FM TO MH 24 -2 0 O = TRENCH FOR TYPICAL 0 0 '_- _ TRENCH SECTION. b 2 3 { OAKESDALE AVE SW 1 6. ALL SEWER SYSTEM 1 WORK SHOWN WITHIN o 0 0 ` O � 24 3C 01 3 24 3C , �_ BY OTHERS _� OAKESDALE AVE SW ROW m O MH 24 -4 0 I LET D 48" STD MH 2 MH 24 -2 4 IS INCLUDED IN THIS RIM EL =17.00 3 24 3C Ot 60 STD MH MODI IED 1 163.6 LF 107 D SS tD ® CONTRACT. O IE IN (S, ®TEE) =7.80 OVERFLO RIM EL =17.30 0 0.43% "PR �O A N N EXISTING KING COUNTY DNR 7 PROVIDE KNOCKOUT IN IE IN(S, 0DROP)=- 0.20STAND IE IN W)= -1.30 '� o MH R18-4 WEST WALL OF MH TO IE OUT(E)= -0.30 IE IN NE) =15.00 RIM EL =17.9 ACCOMMODATE FUTURE N 72014.2 0 o IE IN S, ®TEE) =3.80m c IE IN (12 STUB)= -2.73 10" SS @ IE= -0.20. m n N =" °® E 53714.0 IE IN S.0DROP)= -1070 OVERFL W IE OUT(72 °)= -3.29 ® CONSTRUCT CHANNEL > IE OUT(E)= -1.80 STANDPI E 0 N 72034.0 FOR 10" SS TO WEST. N 72014.2 E 54121.9 LET D E 53931.5 o Q H -68 8 CONNECT TO EXISTING 8" IR J ° 8" IRR IRR .!N o _ 12" STUB AT ARE MH R18 -4. M �5D DO NOT CHANNEL INLET DRAIN INLET DRAIN 1 "/y NLET DRAIN DR INLE RAIN Ri = � - 16.37 - - - - SS MH 24 -6. o pA L 10 15' SEWER EASEMENT F 10° DI SS ®0.40% "PRIV TE" 91.5 LF 10" DI SS ® 0.44% "PRIVATE!' iv N 10 I I 12 TO CITY OF RENTON TO BE AS- BUILT. -OF I I N 72,000 • SL I I NI I 8.0 LF 10° DI SS 11 POINT OF BEGINNING m Ea MH ®I 0.46% "CITY' ON CITY OF RENTON 's 1 1 ,0 6 "SL WM I I WER EASEMENT. 17 RIM = 16. � N 7194. o 6 "SL M MH MH I 76.0 LF 8" DI SS E 54091.4 Q:2 PARCEL 1 I ° I .97% "PRIVATE M H O o 0 5 m - - _ _ _ _ H IM = 17.08 �i ° ° 12 END POINT ON CITY 2 OF RENTON SEWER 3 I- - - - - C J EASEMENT. ° o J J J J J J J - o N 72036.5 0 0 �OJ C) ir 1 13 I N E 54114.4 �� �- E o� N cn U YB MH 24 -1 1 I aol • 13 o a� b� r j , 4 T "CITY 2 13 ADJUST RIM ELEVATIONS D Co POC 24 o> OC 24 2° a m RI 16.00 I TO MATCH FINAL 30 0 9 m 3 24 801 = 24 3C801 Y Y IN((W = -2.50 I MH 24 -6 ELEVATION OF =.y Zz ® N 7188 2 °0 a 71 82 2 b� za za IE IN(S,®TEE) =4 5 60" STD MH OAKESDALE AVE. SW IE IN((SADROP) -Z. 2 RIM EL =16.70 7 Cn w N � IE OUT(E) = -2 0 I IE =7.50 ° - N �� > > N 72034.0 m N 71952.0 W M N ® ° J E 54093.9 �� I E 54169.9 ON O I « x 2 2 N r 0 243C 01 0 5 W' p J w w U� I w H J LLJ W = O 10 N 0 Z Tm, 0 0 U111 Lp 11 ° • ° H 1 WL ° • Ii 8 W o� I 13 18 lil 2 5 'b­ 17 D r=rl TRT Z cn D 6" 6 "SL 6 "SL 6 "SL N 'SL 3 MH 4 -5 --1 o r 4 STD MH "Cl TY q z 22 23 5 m r) J RIM EL = 16.40 I 27 8 o D O 0 0 0 3 IE I (E) =6.00 r>1 Nma IE O T(N) =5.90 0 3 33 Z rn m m o 1 TWO -WAY 5 TWO =WAY 5 I N 7 952.0 N o 6 7 3 3 N (D Nis CLEAN OUT 3 24 3C801 CLEANOUT 3 24 3C Ol °� E 5 089.9 a rn Nnn BUILDING 25 -20 N 4 5 ��o�� m , w w 4 50 � m r o °om Z °z A� �����//��� 3 55 ➢ o W �mmmw_mmmmmm q =` - -� 20' 10' 0 20' 40' B��� 7 5 60 Z N S 23 ®� RECOMMENDED �797 U 1 " =20' 1 BY D„ �. 6 63 6 65 I 1 FOR APPROVAL BY��'- --- `-v� -` 1 Iv Y J ♦������������������r 7 68 6 70 O QF+ `rC 71 72 73 7 75 CONSTRUCTION SET ; KSE:PNONEv SIONAL '` W, Q 1 S. 1/2, SEC. 24, T. 21, R 4E, W.Irf. n; N 7 /L /9% (LORI PITZER July 16, 1997 1 N. 1/2, JL4. 25, T. 2J1 \., R. 9L., W.M. R % a 24X EXPIRES: 06/05/'98 J �.wp- j7- �•��,? 015� . t fi I ! l FI tad � i ail Z O > 1t � N I V D A O Z a o a N � v o a c m �9� J � m o n D V � � f � c> c N N O a x Z Q � O � 'm a � V1 O m Z < N .a0 3m �_ � a O n o m _ O N c0 41 IA > 1t � N I V D A C1 � �9� Z D c $a 'm a � N .a0 3m a _ 3° N � O v o� o -- 0 D CC) >Z� A Z 0 m C/) D o D m ^mo g -o m r M A K CD m r OIg °oom T A O N � (n o V / J O O m N N W V ) I IZ.k! 4: G1G ttr if yawl 7 l� ����� . 2. I������������������� " "' ;' CONSTRUCTION' SE'T / I __ ' /LORI PITPER � July 16, 1997 '/ z n �' °o A A 0 D D O m Z �_ � � _ o n m A Z m � n < z p D D Z � < f N n � m � � < <� � � �4 �.. Ulo IA � N S U n A � � F �� € � z �� F� � �a �u �� �o �. �� N � 3� �� N _. �� ^�^ _ �c Uuu� �, � � � . � �� �� © � ,. F � • N w� °v o, 0 C rJ J N 0 G n O O 0 F n r : : : : : : : : : : : : : O � z � � _ � ; . cV : �C7 � D -< m p m�o�o < � fTl � �m`.�o m� �m � d- ° � N FINISH a� � - og� I O II � I- � N (n W � w '� H i0 N i � Lv 4 n Q� F- J � U N o 'c0 c�i s a0. �i EXISTIi�IG � � � - rn- - a0. � N � Ki I. d. N O II O I— -� v Ul W O N m � � (7 II z� J � z N ......._ w GRADE .......... o .- o � � � N cn w � co � � GROUND _ � � r v'' � ' .. �n.� �._ � � �w � ��� � c0 � =off � _.� iv c0 � � r- W OO S 0�0 d W -O] DO- W - �]- - W w- — - x - Ww - mod- QO — �wU� X �. � � � - Q = 5. _...._ .. _ ................. ... ....... _................_.. .......... .... .__.........�. ....._..... _.. _..._.....:. .. ......_.... ....__ - ...... _. - - - _.... - - - - -Q 0 : : - . 0.. ... ... .. .... ...... .. ... ...... .. .. .. .. .. .... .. .. ._. .... ..... ... .. .. .. ... ....... _ ... ... ..... ...... .. p ....... ....... .. -. -. ... ...... ..._._..- -. -. _.... ._. -. ... -.. ... _ . �w 126:0 LF 10" DIP - w �:w........ W 91'.5 LF 10" DIP W LeJ 00 W N W 163.6- iF 10" DIP - w W pp - W W^ W - - - - SS ® 0.40% SS � 0.44% SS {g� 0.43% 28,0- LF- -1.0 "..DIP SS ® 0.46 _ MH244TOMHR184 — ' �. I� N J N� I cn �, � I I . � D: II N: W � � J � I N� . O II W ��.� ......o.w.......NW........ � N .��.�.......: EXISTING: GROUND:.........om....��� ...... ................... ........................ . 1.5.. _..._......_...... .. _ _ ..... - -- ---..:. 1.0 .:: ...................... ..:..... ........:......... ............. .:....... .......:.... .......:........... . ...... .. .... .... ......... ......... ............. ..... ....... ... .. .... .... ....... 5.. ......__ . ..:.. _.. _ ..:...... _ ........ _ ...... D: ......... ......... ......... ......... ......... ......... ........ : : ; NN O � : : : : : : - : ����� . 2. I������������������� " "' ;' CONSTRUCTION' SE'T / I __ ' /LORI PITPER � July 16, 1997 '/ z n �' °o A A 0 D D O m Z �_ � � _ o n m A Z m � n < z p D D Z � < f N n � m � � < <� � � �4 �.. Ulo IA � N S U n A � � F �� € � z �� F� � �a �u �� �o �. �� N � 3� �� N _. �� ^�^ _ �c Uuu� �, � � � . � �� �� © � ,. F � • N w� °v o, 0 C rJ J N 0 G n O O 0 F W��o no �_ J O o� chi °� '�° N a� °• °� 1 r N W N W Iti W n r (� W D � cz� � z � m D m . ,� �C7 � D -< m p m�o�o < � fTl � �m`.�o m� �m � o�N "� N m � og� � � � om nZ � O s N N rn N (/) o W��o no �_ J O o� chi °� '�° N a� °• °� 1 r N W N W Iti W W CLEAR ACCESS OPENINGS PRE -CAST CONCRETE VAULT, UTILITY VAULT CO. MODEL 712 -GA OR APPROVED EQUAL OVER SUBGRADE SEE SHEET 1C(G)800 GROUT BOTH I}I ACTUAL SIDE SLOPE SIDES (TYP.) III I I (S1, F1 OR F2) DIRECTED BY THE OWNER'S I I `O 00 \ \ 319800 3C800 I- III - III -I PRECAST OPEN TOP _ _ =III =III , < %< TAPE DIVIDER SAMPLING TEE (TYP) , 2" VENT TO NOTE: TOP NOT SHOWN --SLOT BOTH SIDES BLDG, IE 13.60 DETAIL GREASE INTERCEPTOR 31929 319800 24" DIA LOCKING FRAME & COVER AIR & GAS TIGHT. ADJUST TO GRADE, TYP. 2" VENT 3 PLACES PIPING (TYP) KOR -N -SEAL OR APPROVED EQUAL (TYP) 4" DI INLET IE 10.40 / s GROUT ALL SLOT AROUND BOTH SIDES 8'-2" 4'- 1 SECTION 319800 319800 SUBGRADE ELEV FOR MATERIALS OVER SUBGRADE SEE SHEET 1C(G)800 CV SUITABLE ACTUAL SIDE SLOPE BACKFILL MAT'L WATER SURFACE (S1, F1 OR F2) DIRECTED BY THE OWNER'S I I `O PRECAST DIVIDER 4" TEE WITH EXTENSION cV O I N iV SECTION w I- III - III -I WARNING GROUT ALL SLOT AROUND BOTH SIDES 8'-2" 4'- 1 SECTION 319800 319800 SUBGRADE ELEV FOR MATERIALS OVER SUBGRADE SEE SHEET 1C(G)800 SUITABLE ACTUAL SIDE SLOPE BACKFILL MAT'L BY CONTRACTOR (S1, F1 OR F2) DIRECTED BY THE OWNER'S 36' MAX REPRESENTATIVE SECTION w I- III - III -I WARNING %> III =III =III =1 III _ _ =III =III , < %< TAPE BEDDING AND INITIAL BACKFILL TYPE F3 FOR RIGID PIPE & TYPE F4 FOR FLEXIBLE PIPE WORK BEDDING UNDER PIPE HAUNCHES FOR � FLEXIBLE PIPE /^ � 1 8" DI OUTLET IE 10.10 BENTONITE WATER - PROOFING IS REQUIRED ON ALL EXTERIOR SURFACES GENERAL SANITARY SEWER NOTES: 1 _ ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4- 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 DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS - 9_ A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10- 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. 11. 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. 12" STRUCTURAL FILL 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. FOR DATUM INFORMATION, REFER TO DRAWING G5 14. 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. 15_ ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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 FNTIRF LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. MANHOLES SHALL 16. SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50 POLYETHYLENE ENCASED PER SECTION 02732 OF THE SPECIFICATION. qqw4 1 appo THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA). TRENCH NOTES: 1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY. 2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS. 3. PIPE BEDDING AND INITIAL BACKFILL SHALL BE ENCASED IN FILTER FABRIC WHERE SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER, 4. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER CHAPTER 296 -155 WAC. 5. COMPACT BACKFILL TO 95 PERCENT IN FUTURE PAVED ZONES AND TO 85 PERCENT IN LANDSCAPE AREAS. CDF BACKFILL & BEDDING SHALL BE USED AT LOCATIONS WHERE NON- SETTLING BACKFILL IS REQ'D AS DIRECTED BY OWNER'S REPRESENTATIVE. 7f/ b7 i EXPIRES: 06/05/'96 5-232307 2 CONSTRUCTION SET ; �wwwwwwwwwwwwwwwwww , I RECOMMENDED BY�� BY j FOR APPROVAL gY LORI PITZER July I'. I'll �w wwwwwwwww��w,�www M' �wwwwwwwwwwwwwwwww wl I �i9 "F7 5- F F of 4 psl [ �L I i C /-) J__)� 2 ?-23O —/ z Do o ° f V n o -, m m �o �z o ° � D o s m z <_ F 0 3 0 0 o D � AN � D .R - _ zz �o ip 7f � 3, 3W 4 �0 m M Z • n D 3° z Oo rt ull 0 a� a �. O r n D Z G7 Z =O �m D =1 C3 �7 m 0 C/) 0 D rrI Fri < —q m < o M M - fTl r Z7 $ �7 cf) 0 Nnn CD ­0 M r oo; A Z G-) Z F N C/') Ui N 0 l Jq 00 N O 0 L4 J C) SO 0 0 C4 0 Y m wp to I d N � w ° N w 0 Y 1J cv w � I CUT OUT SOFT AREAS 36" PIPE DIAMETER MAX DEPTH. PLACE GEOTEXTILE UNDISTURBED SUBGRADE 6" MIN 6" MIN FABRIC AND BACKFILL W /F1 TYPE MATERIAL (CRUSHED SURFACING BASE COURSE) AS DIRECTED BY THE OWNER'S 36' MAX REPRESENTATIVE SECTION SANITARY SEWER TRENCH SCALE:NONE Z 3C800 8" DI OUTLET IE 10.10 BENTONITE WATER - PROOFING IS REQUIRED ON ALL EXTERIOR SURFACES GENERAL SANITARY SEWER NOTES: 1 _ ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4- 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 DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS - 9_ A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10- 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. 11. 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. 12" STRUCTURAL FILL 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. FOR DATUM INFORMATION, REFER TO DRAWING G5 14. 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. 15_ ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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 FNTIRF LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. MANHOLES SHALL 16. SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50 POLYETHYLENE ENCASED PER SECTION 02732 OF THE SPECIFICATION. qqw4 1 appo THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA). TRENCH NOTES: 1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY. 2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS. 3. PIPE BEDDING AND INITIAL BACKFILL SHALL BE ENCASED IN FILTER FABRIC WHERE SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER, 4. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER CHAPTER 296 -155 WAC. 5. COMPACT BACKFILL TO 95 PERCENT IN FUTURE PAVED ZONES AND TO 85 PERCENT IN LANDSCAPE AREAS. CDF BACKFILL & BEDDING SHALL BE USED AT LOCATIONS WHERE NON- SETTLING BACKFILL IS REQ'D AS DIRECTED BY OWNER'S REPRESENTATIVE. 7f/ b7 i EXPIRES: 06/05/'96 5-232307 2 CONSTRUCTION SET ; �wwwwwwwwwwwwwwwwww , I RECOMMENDED BY�� BY j FOR APPROVAL gY LORI PITZER July I'. I'll �w wwwwwwwww��w,�www M' �wwwwwwwwwwwwwwwww wl I �i9 "F7 5- F F of 4 psl [ �L I i C /-) J__)� 2 ?-23O —/ z Do o ° f V n o -, m m �o �z o ° � D o s m z <_ F 0 3 0 0 o D � AN � D .R - _ zz �o ip 7f � 3, 3W 4 �0 m M Z • n D 3° z Oo rt ull 0 a� a �. O r n D Z G7 Z =O �m D =1 C3 �7 m 0 C/) 0 D rrI Fri < —q m < o M M - fTl r Z7 $ �7 cf) 0 Nnn CD ­0 M r oo; A Z G-) Z F N C/') Ui N 0 l Jq 00 N O 0 L4 J C) SO 0 0 C4 0 Y m wp to I d N � w ° N w 0 Y 1J cv w � I FINISH GRADE \- JOINT JOINT � MANHOLE WALL SHALL BE CORE - DRILLED FOR KOR -N -SEAL BOOT (TYP.) ROMAC 501 ACCORDANCE WITH CITY OF RENTON STANDARD COUPLING OR 8" DI W/ 4 SHACKLE RODS EXTEND POLYETHYLENE APPROVED EQUAL COMPACTED MATERIAL ENCASEMENT TO COVER CONNECTION COUPLING 6' DIA HUBLESS CAST IRON BUILDING SEWER !s 8" DI SEWER 6" DI SEWER AND CLEANOUT (REFER 3C8013C801 2. BACKFLOW PREVENTER MANHOLES SHALL BE TO BUILDING MECHANICAL PLANS FOR EXACT LOCATION) OR I I - E @ DROP SEE DRAWING 3C24 �� 0 REMOVABLE FOR MAINTENANCE. CHANNELING SHALL M — I v_ Z 3C8063C801 ED RIGID STEEL ELBOW. 39 0 O POINT OF CONNECTION INVERT EL LOCATION ® EXPLOSION -PROOF SEALING FITTING FOR CLASS 1 z OJ o l 8 x 6 DI INCREASER (PUSH -ON JOINT) 10" DI LATERAL 3C801A3C801 ELASTOMERIC CHECK VALVE DETAIL POINT OF CONNECTIGoillic SCALE: NONE MH CHANNEL SS MH 24 -2 60" STD/ MH (MODIFIED) J 8" DI SIDE SEWER, DROP STRUCTURE NOT SHOWN DETAIL SS MH 24 -2 SCALE: NONE 3C24 3C801 10" I ELASTOM CHECK \ SEE MAC NOTE 2 SECTION SS MH 24 -2 A SCALE: NONE 3C80 01 wwp - 27— 2 ,7?3 -- -I v I SIDE SEWER BUILDING SEWER NO -WAY LEANOUT ITTING DETAIL TWO -WAY CLEANOUT DETP& 5 SCALE: NONE 3C24 3C801 DETAIL ss MH 29 -1 SCALE: NONE 3029 3C801 SECTION SS MH 29 -1 B SCALE: NONE 3C 3C8 801 6" MIN M VHOLE WALL \ / 6" MIN PLAN 8" DI TEE ONE LENGTH OF DIP MANHOLE WALL TO SOLID BEARING WHEN SPAN IS MORE THAN 4' 1/2 BLIND FLANGE AS DAM IE ® TEE SEE DRAWING 3C24 IL j \- JOINT JOINT � MANHOLE WALL SHALL BE CORE - DRILLED FOR KOR -N -SEAL BOOT (TYP.) .j ACCORDANCE WITH CITY OF RENTON STANDARD 8" DI W/ 4 SHACKLE RODS BACKFILL WITH X COMPACTED MATERIAL < AS DIRECTED BY 6" ENGINEER MIN !s 3c' MH CHANNEL CAST -IN -PLACE 2. BACKFLOW PREVENTER MANHOLES SHALL BE CONCRETE BLOCK I I 8" DI 90' BEND \ \' \� \\ (MJ x PE) E @ DROP SEE DRAWING 3C24 TYPICAL MANHOLE FOUNDATION CONSTRUCTION ELEVATION DETAIL DROP CONNECTION 2 SCALE: NONE 3 24 3C801 Z A O N n c o m D A � A z < o z z m z <_ f 0 s 0 MANHOLE NOTES: Q 1. STANDARD MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 8071, WITH DIAMETER AS INDICATED. 3-� 3c' 2. BACKFLOW PREVENTER MANHOLES SHALL BE CONSTRUCTED SUCH THAT CHECK VALVES ARE �� 0 REMOVABLE FOR MAINTENANCE. CHANNELING SHALL M — NOT INTERFERE WITH ANCHORAGE OR OPERATION OF v_ Z THE VALVES. ED RIGID STEEL ELBOW. 39 0 ® EXPLOSION -PROOF SEALING FITTING FOR CLASS 1 �o GROUPS A, B, C & D. LOCATE WITHIN 2" OF J -BOX. o l 5� CAST J -BOX 6x7x4 1/2" SUITABLE FOR CL. 1 on GROUPS A, B, C & D AND WARRICK CONTROLS SERIES 17 INTRINSICALLY SAFE INTERFACE CONTROL. © PIPE MOUNTED MERCURY TILT FLOAT SWITCH, WARRICK n CONTROLS SERIES F OR APPROVED EQUAL. INSTALL AT OPERATING LEVEL D FLOAT TO ACTIVATE ALARM IN ACCORDANCE WITH C/) G7 Z 0 EL 10.0. INSTALL ' MANUFACTURER'S INSTRUCTIONS. Z m 7� SECURE RGS CONDUIT TO MH WALL. D mp ® CROUSE HINDS TYPE CBG CABLE FITTING. v7 o y Cn m m < mm m FrlM f— o ^f= FT-1 O can glop o m F- oo� aom n °z D� il r Cn N CIn - ���������� :RECOMMENDED BY APPROVAL F`�4�"vscyDa IFOR BY 2222 CONSTRUCTION SET 0000 q EXPIRES: 06/05/'98 1 1 LORI PITZER � July 16, 1997 1 N lo v Cl S 0 C) 0 0 a .s` to w� 1 _N_'' � w - ° N w 6 a It, I N w d 1� 1y` I �� 1d !;�51 t 'K 2,,4X "Jx�' ' ti 1 GlY h r¢iA� yi> '.t.•,.. i i ww#*- d7 -z7sy AS-BU LT NOTES: 1. FOR SURVEY CONTROL INFORMATION REFER TO DRAWING G5. 2. FOR GENERAL DRAWING NOTES AND IN SYMBOLS REFER TO DRAWING G4 AND G5. 3. FOR SANITARY SEWER NOTES REFER TO DRAWING 3C800. 4. FOR SANITARY SEWER PROFILES PE, ER TO DRAWING 3C600. Z O A 0 z J o � ~ n I cn 0 0 UlN W 0 O O m m � N m� f. �m = a O z c $a � o 16 PP N � 3-, 3 T a o,o 3° 0 Oo G o� o.. S �i L 5 '4 ;�4 m o 'z n a c 1 N � N �m 1 0 n N N W In rI W• a 1 s 10 N j n > Z� lil s I D Fli 99 N ., 1 17 18 2 � < cf) D -1 C 22 23, 5 m O S4432309 27 L3 7 fT1 C <D ;:o �mrn°o 3 33: 1,, mm„< 7 3 3 r0 � � m F 4 50 3 55 fTl n i J• SCE 5 50 F-IF1 5 63 6 55 7 68 11 70 � D z IV Ui I O ���,`{ Cy pF1�Cy/ G� RECORD DRAWING INFORMATION COMPILED ---- - - - - -o - - - - -� ! BY ! 71 72 73 7 ti t FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR :RECOMMENDED BY :FOR APPROVAL ! KEY PLAN SCALE: NONE his ISfF.K COMPLETENESS OF CONTRACTOR'S RECORDS. -r r-- s.' OP ®A'm-w s BY ! - - -- m----- m- - - - -r f d 4 /ONAL�� �r�5 ®® ®- }®�®p�0 1 RECORD DRAWING )7 0 150 300 450 600 S. 1/2,C. 24, T. 23N., R., H. EXPIRES: 06/05/'00 r----- ®-- ®- ����m�r SEC. y yjj i2 �y N. 1/2, SEC. 23, 2317., K 4E, U. SCALE: 1" = 150' I. �i L 5 '4 ;�4 m o 'z n a c 1 N � N �m 1 0 n N N W nJl�l�lhJll,. \I ■ILnJI LUREi ■�Inui��+••_WIN �I�iolra���al�i �i a�aWJisia�Ir�,c Im L -1 ■i��a':at�l�l���l�liiiil�I�_I�� iii e e e e PrOW ENE wwp -i7 -271.7 0 o 0 °o T DPI w OVEF FLOW I 6S I w o�VERFLOW ETANIDPIPE °I O / STANDPIPE V N I I 0 / \ w I I I CONTR X � (TYP.) N o INLET DRAIN OVERFLOW II I I I NDPIPE I I N I I O I U I cx I i � I� OAKEiC AVE SW I BY OTHERS 0 LET DR �1 I I / I I m 164.9 LF 10 D SS I s O 0.47% "PR ° I EXISTING KING COUNTY DNR O _ / 6 "SL E RIM IN(121 STUB)= -2.73 IE OUT(72 ")= -3.29 _ _ I N 72034.0 0 E 54121.9 •O ' H�-68 �i ,� SUI R ET D AIN I CE I I INLE RAIN -- R-I fIRiM = 6. PA OEL I NN I I I rWM� LOW- N 72,000 22. LF 10' DI SS O TO l2" STU MH MH N i 0 �.73% ITY 81.0 LF 8" DI SS O 1.80% "CITY" o MH o 0 O M = 17.08 00 I o♦ W 2 co YB MH 24 -1 48" ST "CITY" e in L RI =16.00 Ill IN((W)= -2.11 - -i = w IE IN(S,OTEE) =4 8 N IE IN((S,ODROP) -2.11 IE OUT(E) = -2 7 MN 24 -6 N 72034.3 E 54094.7 I I 60" STD MH "CITY" RIM EL= 16.70 a 2 IE =7.67 A 3 24 3C801 0 N 71951.7 E 54169.9 I I I I I I I � I + N MH 24 -5 I �qL 2 *34230A 4 ISTD MH "CITY" °o RIM EL =16.40 IE [ (E) =6.21 IE ODUT(N) =6.13 0 N 71951.8 0 E 5088.9 N I I w AS -BUILT 1 o p O A � o J a ICI I I I I i O 0 z �,n O O R y F� C $a �„ N � 3� 3 CD 3 0; o U (fill ° ma . a N " 9G �i11 �0 o� 0 m oy /I M `yl v � N n N W _ ° N 0 3 55 10 STANDPIPEo C / o I �-- -- ss- ----s ------ C ■RECOMMENDED sY 5 60 �S `� r ° C���C MH 24 -3 STANDPIPE ° Q CD 48" STD MH STANDPIPES CO RIM EL =17.19 y RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE KEY PLAN SCREE: NONE IE IN W)= -0.40 z t 0 N IE IN S,OTEE) =7.64 0 / IE IN S,ODROP)= -0.28 N 2014.= -0.51 N 72014.4 Sfov b / ON -----®------ pp-�- pp��- -p; ^� RECORD ®RAWIIV � V- (-n E 53839.8 / t 17 1 to N. 1/2, SEC. 25, T. 23H., k 4E, U. O a o OVERFLOW z cf) D a STANDPIPE 0 15' WATER EASMENT 23 5 D / FUTURE 10" DI SS CONNECT 2" PVC z7 "PRIVATE" FM TO MH 24 -2 �O O\ 3 0\ 3 2 2 C801 3 24 C8 1 V7 < Imo 0 48" STD MH 2 46 SrD MH 24 -2 nl Erl RIM EL =17.00 3'24 3C801 60" STD MH MODI IED 7 0 IE IN ) 040 OVERTII 04, RIM EL =17.01 rQ Fl Ocf) IE IN STANDP %E � ✓� IE IN W) = -0.87 IE IN S, ®DROP) =0.47 / 45 IE IN NE) =15.00 K CO °o °om IE OUT(E) =0.23 a o IE IN S,OTEE) =4.09m o 0 72014.5 IE IN S,ODROP) = -to18 OVERfLCC��W E 53713.7 IE OUT(E)= -1.34 STANDPIN E N 72014.2 h LET D E 53931.0 a „ IR \ INLET RAIN INLET DRAIN 1? "W NL II DR LF 10 DI SS @-0 .50% -PRIVATE- s 01.2 LF-1 0Y DT 5�0�.30 e "PR VATF e MH • + L J 6 "SL $f"SL IM H o IPAKCEL 1 y -- -- _ H H w y ZE o 0 0 0 0 0 0 0 0 0 o L o Ld d X j y N , �> ' a � 11- = 71582 2 X 4 3C801 X ® IL N 7188. 10.1 3 24 C801 °0 J n n o O n n n nJl�l�lhJll,. \I ■ILnJI LUREi ■�Inui��+••_WIN �I�iolra���al�i �i a�aWJisia�Ir�,c Im L -1 ■i��a':at�l�l���l�liiiil�I�_I�� iii e e e e PrOW ENE wwp -i7 -271.7 0 o 0 °o T DPI w OVEF FLOW I 6S I w o�VERFLOW ETANIDPIPE °I O / STANDPIPE V N I I 0 / \ w I I I CONTR X � (TYP.) N o INLET DRAIN OVERFLOW II I I I NDPIPE I I N I I O I U I cx I i � I� OAKEiC AVE SW I BY OTHERS 0 LET DR �1 I I / I I m 164.9 LF 10 D SS I s O 0.47% "PR ° I EXISTING KING COUNTY DNR O _ / 6 "SL E RIM IN(121 STUB)= -2.73 IE OUT(72 ")= -3.29 _ _ I N 72034.0 0 E 54121.9 •O ' H�-68 �i ,� SUI R ET D AIN I CE I I INLE RAIN -- R-I fIRiM = 6. PA OEL I NN I I I rWM� LOW- N 72,000 22. LF 10' DI SS O TO l2" STU MH MH N i 0 �.73% ITY 81.0 LF 8" DI SS O 1.80% "CITY" o MH o 0 O M = 17.08 00 I o♦ W 2 co YB MH 24 -1 48" ST "CITY" e in L RI =16.00 Ill IN((W)= -2.11 - -i = w IE IN(S,OTEE) =4 8 N IE IN((S,ODROP) -2.11 IE OUT(E) = -2 7 MN 24 -6 N 72034.3 E 54094.7 I I 60" STD MH "CITY" RIM EL= 16.70 a 2 IE =7.67 A 3 24 3C801 0 N 71951.7 E 54169.9 I I I I I I I � I + N MH 24 -5 I �qL 2 *34230A 4 ISTD MH "CITY" °o RIM EL =16.40 IE [ (E) =6.21 IE ODUT(N) =6.13 0 N 71951.8 0 E 5088.9 N I I w AS -BUILT 1 o p O A � o J a ICI I I I I i O 0 z �,n O O R y F� C $a �„ N � 3� 3 CD 3 0; o U (fill ° ma . a N " 9G �i11 �0 o� 0 m oy /I M `yl v � N n N W _ ° N s - 2j21'0,4 3 55 10 20 10 0 20' 40 �-- -- ss- ----s ------ C ■RECOMMENDED sY 5 60 Z N r 1 6 63 6 65 I --------- ----- - - --r� 7 68 6 70 71 72 73 7, 75 CD a 5 y RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE KEY PLAN SCREE: NONE z t 0 N 0 0,1 Sfov b / ON -----®------ pp-�- pp��- -p; ^� RECORD ®RAWIIV � V- (-n =' m N t 17 1 to N. 1/2, SEC. 25, T. 23H., k 4E, U. z z cf) D a 2 22 23 5 D m O 24111 z7 8 < oc 70 3 3 V7 < Imo nl Erl -c< 6 7 3 1 113 rQ Fl Ocf) Nf= n � ✓� 1 4 45 Z7 K CO °o °om w 4 50 fTl f- Z 0 z s - 2j21'0,4 3 55 20 10 0 20' 40 �-- -- ss- ----s ------ C ■RECOMMENDED sY 5 60 Z N 1 ■ BY FOR APPROVAL BY � 1 6 63 6 65 I --------- ----- - - --r� 7 68 6 70 71 72 73 7, 75 O y RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE KEY PLAN SCREE: NONE z t IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS. s Sfov b / ON -----®------ pp-�- pp��- -p; ^� RECORD ®RAWIIV � S. 1/Z SAC. 24,1 23P1., R 4E, H. � :-- - -- - - -- - - - -- - -- rs N. 1/2, SEC. 25, T. 23H., k 4E, U. s - 2j21'0,4 AS wwp -s? -2312 BUNT 5 N' 2 m ll "D s +� 1 DOTES; FOR SURVEY CONTROL p INFORMATION, REFER TO a DRAWING G5. ° FOR GENERAL DRAWING NOTES AND SYMBOLS, REFER TO DRAWING G4 AND G5. m FOR SANITARY SEWER NOTES, REFER TO o DRAWING 3C800. FOR SANITARY SEWER PROFILES, REFER TO DRAWING 3C600. REFER TO DRAWING 3C800 FOR TYPiCAL TRENCH SECTION. ALL SEWER SYSTEM W m WORK SHOWN WITHIN OAKESDALE AVE SW ROW °n IS INCLUDED IN THIS m CONTRACT. > CONNECTION SIMILAR A TO DETAIL 1 DRAWING 3C801 EXCEPT THAT INCREASER IS 2 x 4 TO MATCH 4" BLDG. s m � VENT PIPE. \,CONNECTION SIMILAR n' TO DETAIL 1 DRAWING 3C801 EXCEPT THAT NO INCREASER IS REQUIRED.., REFER TO SHEET N 25800 FOR LOADING ° DOCK RETAINING WALL PENETRATION. SEEa 29 3C800 F c $a \POC 29 -3 z IE = 12.65 N 71742.02 E 53887.52 s CONNECTION SIMILAR TO DETAIL 1 DRAWING N'o 3C801 EXCEPT THAT 3` ICREASER IS 2x4 TO = MATCH 2" BUILDING 3 � 0 VENT PIPE. 0 � m m� z ao 00 � O z o � O ! on c 9 n z n D D M D �7 C �G7 � ':D D �Cu M ICJ Z-o QCn < -d -° fT f r O °" Z 0 - D � G7 20' 10' 0 20' 40,------------- - - - - - z N RECOMMENDED BY i 5 eo BY 1 6 63 6 65 I FOR APPROVAL BY a N '------ --s---------0' 07 68 5 70 N 71 72 73 7 75 RECORD DRAWING INFORMATION COMPILED KEY PLAN FROM CONTRACTOR'S RECORDS. LICENSEE ti IS NOT RESPONSIBLE FOR ACCURACY OR SCA E NONE COMPLETENESS OF CONTRACTOR'S RECORDS. a 3 s ------------- - - - - -� S. 1/2, SEC. 24, T. 23N., R. 4E, W.M. SS�ONAL G� / RECORD DRAW IN zfLZ ------ -- ----- N. 1/2, SEC. 25, T. 23N., k 4E, W.M. A C s , «, 0 w A 0 0 c 0 0 N cn J C a M z n 9 n p 1 O m O - N W 5`� �r ROLL o w o o m o a it` ► o o z rn No....GREASE .. �. F ............. .:....... ............ .. :. EXISTING... o W 3� . .......:.........:......... .. .:..... :.........:..... O ............ ...... .... ..:.........:...... ..... .... ..:........... _ :.... -..:.. .....:........ :...... :.... .._.. :..... .. .......... A m o Or- ° zw _ - - -- -- - - - -- - _ - - - ---_ - ,g ° �o j -. -- -.- - -- ........ ... t5.. .__.... ....... w N oo N N W 00o ,.. ,.. ._..__. .... ... . ........ ....... .... N � L ¢ : FINISH 10.. ......... ... N W oN n 7 FINISH m V �.:... GRADE r EXISTING :. c� ... .N =.. n ..... .............. . ................ ..... po _. N GRADE .w.. EXISTING.. _ �. �' ........:.........:......... ...... ..:. .. ......... oo - .... ........... ..... .. ......_..._ I O 1 _ N w N w - - GROUND : w - Z{ oo - �� w z w w cu< - GROUND zw o Z 0 >Z� g Z _ _ on ...... ...... D r� D O �����-------- -.---s -O m 0 o 10 L. ....... . ...... : RECOMMENDED: eY_ ...... IFOR:APPROVAL = Cn . 10 .. ... w. b' O I.n o .......... w � I �. ....... ............... ...... ....... BY.... BY fTl Nmo ° -O "`c W ` x m � : O 0 o 5 @ @ ^� jz. z�° _ .:..__.. -- ---- ------ ------r' fTl f'l O' 5 ............... .......... ....._.. ° ° Oav: 0 y CJ Nn U w w...... w. �. wNW .. ....... ..... Q O. o— :......... ......... W N co � � °� o 274.1 LF 8" DIP SS @ 2.09% FROM CONTRACTOR'S RECORDS. LICENSEE J IS NOT RESPONSIBLE FOR ACCURACY OR RECORDS. - o s 8" DI 28.3 LF 4" DIP 12.7 LF 8" DIP DI Q ..o. COMPLETENESS OF CONTRACTOR'S ;�Pa4�Hi r - .--- m------- - - --�' Q -F1 �j O �. a W O o p I. : ➢ `° FMS I L.T �o (� fJ ..... ....:.........:.........:...... . .:............ ........ ....... .................. ......... . .... =20 EXPIRES: '06/05/'00 _ 5'. 0 : 5' 10. VERTICAL 4 m O �. W Z Z - o ..... z . Z. 0 ........ .:...... ...:...... ..:........:.........:......... ............... C7 ° w: .. ww °ww w: wLi °w w - 132.0 LF 8" DIP 132.0: LF 8" DIP - - �wp�- aT -27�I SS @ 2.47% SS :@ 2.55% O .:.........:.........:......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 4 N .........:.........:.........:.........:.........:.........:.........:.........:.........:........ : ..... - .... : : : J .. : : : : : : : J O y ca FF 5`� �r ROLL o w o N NW�n .Q w =mom ^n wo FINISH J of N OM J m J GRADE rnq � :� w Sr`� N��o N ~w °r6i..:........ it` ► o o z rn No....GREASE .. �. F ............. .:....... ............ .. :. EXISTING... 3� n �M INTERCEPTOR w :O o N w cam `: - GROUND � g oo�zw A m o Or- ° zw _ - - -- -- - - - -- - _ - - - ---_ - ,g ° �o = - - - -- - - - -- -_ r -. -- -.- - -- ........ ... t5.. .__.... ....... y 3° 00 ° ,.. ,.. ._..__. .... ... . ........ ....... .... 3 ,o ° m 10.. ......... ... 5.. __:_ .... _.. ._... ......_..._ - r� cu< a >Z� g Z _ _ ...... ...... D r� D O �����-------- -.---s -O m 0 o a M o oo ....... . ...... : RECOMMENDED: eY_ ...... IFOR:APPROVAL = Cn o. 6mn .......... ...................... ........... .............. .... ..... �o w. b' O I.n o .......... w � I �. ....... ............... ...... ....... BY.... BY fTl Nmo ° -O "`c � : O 0 o @ @ ^� jz. z�° -- ---- ------ ------r' fTl f'l o ° ° Oav: z z CJ Nn U w w...... w. �. wNW .. ....... ..... .............:...... ..:...w.w .. �. w N. w:........ - - :......... ......... ......... .... AWING INFORMATION COMPILED RECORD O DR � � °� 274.1 LF 8" DIP SS @ 2.09% FROM CONTRACTOR'S RECORDS. LICENSEE J IS NOT RESPONSIBLE FOR ACCURACY OR RECORDS. - o s 8" DI 28.3 LF 4" DIP 12.7 LF 8" DIP DI COMPLETENESS OF CONTRACTOR'S ;�Pa4�Hi r - .--- m------- - - --�' Q -F1 SS @ 2" SS :@ RECORD DRAWIN-G � I L.T �- --- - -- -- ----------r `SSIONAL'` 20' 10' 0 20' 40' z IS /V HORIZ. ...... ..... (� fJ ..... ....:.........:.........:...... . .:............ ........ ....... .................. ......... . .... =20 EXPIRES: '06/05/'00 _ 5'. 0 : 5' 10. VERTICAL 4 m W m SCALE: 1 " =5': C7 ° .......... .....:......... 'O �wp�- aT -27�I O 5`� �r ROLL I a ROL,1 a O p O o W o ? J N N O G7 N O p Z I I I O O m Y. U A ' k N VI v � VI SA Z O A n ^1 N N Z£ 4v D F^ C �a � O Sph m 3� � 3� m= m � o c v� o N >Q 3o OO Qo °� J �N Z o� o D n W cn W z >Z n� D Frl N m o _ D (� O FT ��Nmo Fri m �o ` m::E ---i m r O �7 co N f1 N CO M r oo� a �� �J z o O -T1 N CP � m (� O 25.00' WALL 1 4.76 COMPACTOR PA 14.66 RAMP CURB 1 5.06 TOC 14.76 A co 3C800 3C800 co 1.00' 15.06 TOC ` -14.55 GRT 14.76 4 Q0I CURB---' LIP AT EDGE OF PAD HEIGHT VARIES j o I 00 13' -1" CLEAR ACCESS OPENINGS GROUT BOTH 111 SIDES (TYP.) 1 I I PRE 'AST DIVIDER 2" VENT TO r NOTE: TOP NOT SHOWN OT BOTH SIDES BLDG, IE 13.60--/ DETAIL GREASE INTERCEPTOP BOLLARD CURB TO ABUT / LOADING DOCK 15.06 TOC WALL 14.76 COMPACTOR PAD 14.56 RAMP DETAIL CONCRETE COMPACTOR PAD SCALE:NONE 3C29 3C8G0 AT EDGE [LIP OF PAD HEIGHT VARIES COMPACTOR j PAD // RAMP SECTION CONCRETE COMPACTOR PAD SCALE:NONE 3C 00 3C800 KOR -N -SEAL OR APPROVED EQUAL (TYP) 4" DI INLE� IE 11.02 PRE -CAST CONCRETE VAULT, UTILITY VAULT GO. MODEL 712 -GA OR APPROVED EQUAL A 3C800 3C800 OPEN TOP SAMPLING TEE (TYP) 3C29 3C800 - 24" DIA LOCKING FRAME & COVER AIR & GAS TIGHT. ADJUST TO GRADE, TYP. 2" VENT 3 PLACES PIPING (TYP) N WATER SURFACE LJ PRECAST DIVIDER I I 4" TEE WITH EXTENSION O N N N 8" DI OUTLET IE 10.50 GENERAL SANITARY SEWER NOTES: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION D!'vISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE 140FIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. 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 DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM BENTONITE WATER - PROOFING WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR IS REQUIRED ON ALL EXTERIOR SURFACES 11. 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. 12" STRUCTURAL FILL GROUT ALL SLOT AROUND BOTH SIDES 8' -2" 4' 1" SECTION %K) 3C300 3C800 A=CT I BACKFILL MAT'L B BY CONTRACTOR (S1, F1 OR 72) IIAIBI I - I -V ) A 1-111- I U w I I L S N WATER SURFACE LJ PRECAST DIVIDER I I 4" TEE WITH EXTENSION O N N N 8" DI OUTLET IE 10.50 GENERAL SANITARY SEWER NOTES: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION D!'vISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE 140FIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. 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 DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM BENTONITE WATER - PROOFING WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR IS REQUIRED ON ALL EXTERIOR SURFACES 11. 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. 12" STRUCTURAL FILL GROUT ALL SLOT AROUND BOTH SIDES 8' -2" 4' 1" SECTION %K) 3C300 3C800 A=CT I BACKFILL MAT'L B BY CONTRACTOR (S1, F1 OR 72) IIAIBI I - I -V ) A 1-111- 8" DI OUTLET IE 10.50 GENERAL SANITARY SEWER NOTES: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION D!'vISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE 140FIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. 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 DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM BENTONITE WATER - PROOFING WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR IS REQUIRED ON ALL EXTERIOR SURFACES 11. 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. 12" STRUCTURAL FILL GROUT ALL SLOT AROUND BOTH SIDES 8' -2" 4' 1" SECTION %K) 3C300 3C800 SIUI I A=CT I BACKFILL MAT'L B BY CONTRACTOR (S1, F1 OR 72) IIAIBI I - I -V ) A 1-111- I U w I I L S BEDDING AND BACKFILL TYPE F3 FOR RIGID PIPE & T ; W PIPE HAUNCHES FOR PIPE DIAMETER CUT OUT SOFT AREAS 36" UNDISTURBED J MAX DEPTH. PLACE GEOTEXTILE SUBGRADE 6" MIN 6" MIN FABRIC AND BACKFILL W /F1 TYPE MATERIAL (CRUSHED SURFACING BASE COURSE) AS DIRECTED BY THE OWNERS 36" MAX REPRESENTATIVE SECTION SANITARY SEWER TRENCH SCALE:NONE TYP 3C800 wwp -97 - 2 717 TRENCH NOTES: 1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY. 2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS. 3. PIPE BEDDING AND INITIAL BACKFILL SHALL BE ENCASED IN FILTER FABRIC WHERE SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. FOR DATUM INFORMATION. REFER TO DRAWING G5. 14. 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. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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. MANHOLES SHALL BE UNDERLAIN BY 12" OF STRUCTURAL FILL. 16. SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50, POLYETHYLENE ENCASED PER SECTION 02732 OF THE SPECIFICATION 17. THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA). 4. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY RECORD DRAWING INFORMATION COMPILED W.I.S.H.A. PER CHAPTER 296 -155 WAC. FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR 5. COMPACT BACKFILL TO 95 PERCENT IN FUTURE PAVED ZONES COMPLE_TE_NESS OF CO_NT_RA_CTO_R'S RECORDS. AND TO 85 PERCENT IN LANDSCAPE AREAS. CDF BACKFILL & BEDDING �m - - ®q gyp- A' SHALL BE USED AT LOCATIONS WHERE NON- SETTLING BACKFILL IS ��n`��w4 ,ys�S'Ga 'RECORD ®fl/i ING 0 REQ'D AS DIRECTED BY OWNER'S REPRESENTATIVE. a °-- °--- °w °-- - - - - -r - s - - s - - - - - - - - - - r AS-BU T y ° �� ti RECOMMENDED sv i ZONAL'z✓ir :FOR APPROVAL B 1 I� I EXPIRES: 06 /05 /'00 �®rn-osr®a®s-esa®d� IMLA. I 5 &2 473 . .5- 13236E s 0 z •o • M z� 0 0 zr off F C n D Z, �' � D z71 cn �77 m O C D _ rn �1 o F-1 rT < a = Frl r9 rn rT (I) I n a CO goc rn r om F-1 z 0 D_ f N C� CPr I o � w��o n _ co W o N O � 0 _j J 0 O J w C ol B 0 m z o „° 1 °p N wp � g m 1 n N o � ° N _ W R I IMLA. I 5 &2 473 . .5- 13236E s 0 z •o • M z� 0 0 zr off F C n D Z, �' � D z71 cn �77 m O C D _ rn �1 o F-1 rT < a = Frl r9 rn rT (I) I n a CO goc rn r om F-1 z 0 D_ f N C� CPr I o � w��o n _ co W o N O � 0 _j J 0 O J w C ol B 0 m z o „° 1 °p N wp � g m 1 n N o � ° N _ W R I FINISH GRADE ROMAC 501 COUPLING OR EXTEND POLYETHYLENE APPROVED EQUAL ENCASEMENT TO COVEk 6" DIA HUBLESS CAST CONNECTION COUPLING IRON BUILDING SEWER 5 8" DI SEWER 6' DI SEWER / AND CLEANOUT M (REFER 3C80� j801 \ TO BUILDING MECHANICAL PLANS FOR EXACT LOCATION) OR 368 3C801 POINT OF CONNECTION \ INVERT EL LOCATION J z O J 8 x 6 DI IN 'REASER (PUSH -ON JOINT) DETAIL POINT OF CONNECTION SCALE: NONE 3C24 3C801 10" DI LATERAL A 3C8013C801 ELASTOMI CHECK V 10" ( ELASTOM CHECK \ SEE MAC NOTE 2 2" FM SUMP DRAIN) CHANNEL MH 24 -2 STD MH (MODIFIED) "' DI TERAL O VI OWL OL"T, DROP STRUCTURE NOT SHOWN DETAIL SS MH 24 -2 3 SCALE: NONE 3C24 3C801 SECTION SS MH 24 -2 rA SCALE: NONE 3C 8013C801 MANHOLE W CHANNEL 8" DI 10" DI SS ELASTOMEf CHECK VA SEE MANN NOTE 2 SIDE SEWER BUILDING SEWER NO -WAY LEANOUT TTING DETAIL TWO -WAY CLEANOUT DETAIL 5 SCALE: NONE 3C24 3C801 } MH CHANNEL 8" DI SIDE SEWER SS MH 29 -1 48" STD MH 2 "" FM (SUMP DRAIN) 8" DI ELASTOMERIC SIDE SEWER CHECK VALVE 8 3C8013C801 DETAIL SS MH 29 -1 SCALE: NONE 3C29 3C801 SECTION SS MH 29 -1 B SCALE: NONE 3C8013001 d M* W MANHOLE IW CHANNEL - 8° DI SS 6" MIN m } - - MANHOLE WALL o a y o 6 " PAIN \ PLAN A 8" DI TEE ° ONE LENGTH OF DIP MANHOLE WALL TO SOLID BEARING WHEN SPAN IS MORE THAN 4' i/Z BLIND FLANGE GROUPS A, B, C & D AND WARRICK CONTROLS SERIES 17 INTRINSICALLY SAFE INTERFACE CONTROL. AS DAM n IE 9 TEE CLEANOUT AT SEE DRAWING 3C24 m x FLEXIBLE O a JOINT \ MANHOLE WALL SHALL BE CORE- DRILLED FOR KOR -N -SEAL BOOT (TYP.) m W i D U A in 8" DI W/ 4 SHACKLE RODS BACKFILL WITH COMPACTED MATERIAL Q (n AS DIRECTED BY 6 ENGINEER MIN A m m x f x � CAST -IN -PLACE MH CHANNEL D v CONCRETE BLOCK 8° DI 90' BEND (MJ x PE) E DROP \\ \�; \; \ G = m i' SEE DRAWING 3C24 N TYPICAL MANHOLE SECURE RGS CONDUIT TO MH WALL. D o 0 FOUNDATION CONSTRUCTION RUCTION Z ELEVATION M DETAIL DROP CONNECTION Z CLEANOUT SCALE: NONE 3C24 3C801 0 D c €a `����� ? (n rTl i� Imo �. >o MANHOLE NOTES: 1. STANDARD MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON STANDARD �'- '> PLAN 8071, WITH DIAMETER AS INDICATED. N 3� 3 m N cc) 2. BACKFLOW PREVENTER MANHOLES SHALL BE ?. CONSTRU ^,TED SUCH THAT CHECK VALVES ARE oo REMOVABLE FOR MAINTENANCE. CHANNELING SHALL mil ° z NOT INTERFERE WITH ANCHORAGE OR OPERATION OF THE VALVES. ED RIGID STEEL ELBOW. 30 0 0 ® EXPLOSION -PROOF SEALING FITTING FOR CLASS 1 O 0 GROUPS A, B, C & D. LOCATE WITHIN 2" OF J -BOX. 0-5 ------------- -v - - -� � ED CAST J - -BOX 6x7x4 1/2" SUITABLE FOR CL. 1 1 l 0 n 0 0 J A Y m 8 m o p V a �y m i r C) N W GROUPS A, B, C & D AND WARRICK CONTROLS SERIES 17 INTRINSICALLY SAFE INTERFACE CONTROL. n CLEANOUT AT GRADE l� PIPE MOUNTED MERCURY TILT FLOAT SWITCH, WARRICK a CONTROLS SERIES F OR APPROVED EQUAL. INSTALL FLOAT TO ACTIVATE ALARM AT OPERATING LEVEL > K EL 10.0. INSTALL IN ACCORDANCE WITH (n Z MANUFACTURER'S INSTRUCTIONS. D . G = m SECURE RGS CONDUIT TO MH WALL. D o a �u M CLEANOUT ® CROUSE HINDS TYPE CBG CABLE FITTING. _< D FITTING `����� ? (n rTl G ;:o r� m O Imo �. >o N � _u '> N cc) °oar FTl Z 0 � � ° z ° D ------------- -v - - -� � N SIDE SEWER BUILDING SEWER :RECOMMENDED BY � I FOR APPROVAL eY 1 v F�� d SCE *s-- sew®a® — -- -- -moo' O DETAIL CLEANOUT DETAIL 6 SCALE: NONE 3C29 3C801 tiP 1Pj` RECORD DRAWING INFORMATION COMPILED -BU LT 22 FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR rSIONAL �� COMPLETENESS OF CONTRACTOR'S RECORDS 0a---- s- i-- I -_ - --- EXPIRES: 06/05/'00 , RECORD D R A W I ICI G s x W �o <" O g i co m o p V a �y m i r C) N W