The URL can be used to link to this page

Home My WebLink AboutzS-2223Set29 3( v 28 _ Z__ . -. - -- 9 \ �! PEN IPE INLE BIOFILTR'TION II SCALE M x i II I EXISTING ENCE — I ANDSCAPII OPEN F INLET- N8471 x 0 Lu z z w z w 0 co Wwp -37^ 22 �x I , I x � I I I x I i I I � m EXIST M.H. 31 _. _.___ I __ ._ I_.. _. -- _ --- . -. -_ - - - -_ _.__ _ - I (• ! ____ __- _9 __ IE 20:37W* 0.. 37W 111 ( I IE 20.57 i x T B EXIST PS. w �� STA g +DO I -- --� � 42 SO 42• So J,! 30" sD SAW CUT & REM VE /(0 OP CONN H A - XIST� !?A±IE11EN7 _._ -___ 3� SD ��A`04(} 30 SD _ _ - ._ _ - _ _. - i_ - _ -_ PATCH PER I /SDII - 5' PSS - - I' ___ _ __ - __�_Lr_ -- -- _-- _.. -__.- -- RESTRIPE TO --- 60 LF �2_57__ - -- 30 II _ -Z. -.� —_ --- --- _- __..._ -_ -- -- - -�_.� �E55161 0 EXISTING FENCE _ -= _ MATCH EXIST. x x RIM x jam IE ilr9 SK✓'(D ) -T ENTRANCE/ - - - - - - - - - - ` x x A x 0� L�•x -IE�S z$ 7�i x ■- -T x �— x x EXIT GATE I 1 (PROVIDE 8' MIN D.I.P. CLASS.; I I� EXISTING SOLIDIFIED SOIL 52 CENTERED OVER NEW WATER ) = CB 1� H 1 AT 1' -0 BELOW EXIST. GRADE MH8 BRASH GATE 1 6' pgg LINE. SEE PROFILE BELOWT�J �, �, a f I I OIL -WATER SEPARATOR CB 3 IE 32.90 0 �. x CB 2 �- I I FH w/ PIPE GUARD i I BY FUEL STATION BLDG. CONN �.. 3 TYP ) I I SUPPLIER CO STA 1 +10 I I D 7�5 N 8597 I 1 -- - - - - - - - -- D � 0 POND MH7 N8476 0' , x x x x x x x x— OPEN PIPE OUTLET METER SUPPLIED & INSTALLED BY WASHINGTON NATURAL GAS (PING), NEW FENCE ALL EXCAVATION :& BACKFILL BY rnuraerrnu rnnan arn'uYC rJwwt MH 9 TRUCK 13' -0 DECKING PROPERTY LINE FUELING STATION BUILDING 6" PSS p 1T N8577 E5389 ac GAS EDGE OF PAVEMENT Y wTS/ LOCATION & ELEVATION BY vvrd�ac X45 FUELING STATION SUPPLIER �CB 6 2 � �. `t MH 10 �g %_CB 7 _CB 8 �MH 3 �MH 4 MH 5–\�, x 1---- - - - - -. - -- rMr --------------- ------------ 1 I x I I I I 1 I 1 I 1 I f MH 61 x I EXISTING SOLIDIFIED SOIL AT 1' -0 BELOW EXIST. GRADE I ) x i I 1 x I I I �--x I 1 i I I I I I 1 x x ` x o x x Y x x o x v x x Q x x x o x xj I SANITARY SEWER PLAN SCALE: 1 " =40' ¢ 0 SANITARY SEWER NOTES & SPECIFICATIONS THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED: 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 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS 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 SPECIFICATION. 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. SEE 5 /SD11 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. Z 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 0 ..i . ; t I I„(t -- t =a i . -t__ 14. FOR LANDSCAPING SEE LANDSCAPING DRAWINGS. vs{ L 1'A $ I i 1 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED k i 1 1 FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE r -FINISH CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH GRADE t �- l _ = 1 BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT I ( k= k t 1 _ AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO 1 f ill [t t 3 ) -: THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY # } } ) RIM --- [ a T = T :. DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE AS INDICATED IN SECTION 1 1 { 1 { 1 I ] I 5 /SDII. I I: t t :� t_ EOG(1 OF BLDG I .t 3 t ,..T.. # 1- f E I t 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER z. ,- 3 : - -t -`. - ` -I;. ' : { = r - T 1 T - GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 31 a i 1 ! ( It :32 1 J_ 1 j 1_ ��yie�cc� �� R rw VI ,IE:g E ! -..:;� l t E 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 1 ` V SLOPE IN ALL T: E :: - 7 [ 3 1 I D N PAVED AREA, COVER MUST 30� } iOR C0>l :� I O ( _ 5Q L� 0 2 Y DIRECTIONS TO MATCH PAVING. I T `1 a -- :c -E__= ••••� °aersae. T.. _ o�4iisKO 18. PROVIDE MANHOLES (MH) PER 4 /SDII AND DROP CONNECTION PER 3 /SDII. - E 24 25 !E t�.5 4 L0.61IN BO ABOVE 19. PROVIDE CLEANOUTS (CO) PER 2 /SDII. 25-,- i 1: # ETMAF AI$ PAD. TYP k _ t 1 , 1 1: - _ I L TsI1 _LDni t - - k -1: f - ! = I so cl - -- EXIST._- 3_ t t I E [ 1 _E Iris r t =: 20— I I> 20 37 t t = I T r= I I o 1 a I r t Q t ! I 1 rr , :Ilr B11LSe. FI SANITARY SEWER PROFILE SCALE: 1' =20' (HORIZ.) 1' =4' (VERT.) r f r - ?0 19 18 17 16 15 14 13 12 11 10 9 8 7 6 IC OX t 504223 5S heu GC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2 SAWCUT WITH 6'' MIN. SEALANT ; + - -'_ __- 6.. MIN. EXISTING MATCH EXISTING ASPHALT PAVEMENT THICKNESS, CONCRETE 2" MINIMUM ASPHALT PAVEMENT CONCRETE CLASS B BACKFILL WITH Ci�TACK COAT 14. COMPACTED CRUSHED ROCK BASE COMPACTED SUBGRADE SEE SPECS. COMPACTED MATERIAL ASPHALT CONCRETE PAVEMENT PATCH DETAIL I SCALE: 3" =1 ' -0 k S \S Dl MORTAR FILLET CASTING INLAND FDRY OR EQUAL. ADJUSTMENT 4" MIN. CONE MORTAR JOINTS PRECAST SECTION STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE BASE BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONTRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. TYPICAL SANITARY MANHOLE 4 SCALE:NO SCALE SD 10 (SANITARY MH TYP. PER CITY OF RENTON STANDARD PLANS SEE PAGE B071) wwlo- t7 -?22.? 2'-0 DIA � FINISH GRADE CAST -IN -PLACE 2500 PSI CONC HIGH DENSITY RIGID A'4 HOOP INSULATION - PRE- INSULATED PIPE 450 ELL _ DIAMETER II� PLUG SHALL BE SCREW PER PLAN _ �1 IN TYPE IN HUB PIPE CONTINUES AT SOME LOCATIONS IE PER PLAN TYPICAL SEWER CLEANOUT 2 SCALE: NTS \"-SDI 0 6'' MIN. 6'' MIN. + 6'' MIN. - -- -- ; + - -'_ __- 6.. MIN. 1/2 BLIND FLANGE AS DAM D.I.P. TEE CL.50 1/2 PLUG AS DAM ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. 7 TEE TYPICAL _ MANHOLE 2" YIN. L FLEXIBLE JOINT BACKFILL WITH COMPACTED MATERIAL AS DIRECTED BY ENGINEER. D.I.P. CL.50 WITH MIN. 4 SHACKLE RODS CEMENT CONCRETE CLASS C BLOCK POURED IN PLACE D.I.P. 9U BEND CL.50(MJ X PE) BACKFILL TO MATCH VERTICAL SIDES OF TRENCH FINAL GRADE TO MNIMIZE EXCAVATION, FINAL GRADE ADEQUATELY BRACE TO MEET ALL SAFETY CODES AND REGULATIONS. , IMPORTED COMPACTED BACKFILL LAID IN 8' LOOSE LIFTS m z (95% MAX. DENSITY) a - GEOTEXTILE ON SIDES & BOT. ° 2" MIN. LAP Q JOINTS COMPACTED PIPE BEDDING z a \ IN 4" LAYERS o \ (951 MAX. DENSITY) O ZU NOTE: PIPE - EXCAVATED SOIL TO BE 1' -0 I' -0 STOCKPILED AND TESTED MAX. MAX. FOR CONTAMINATION, PER SPECIFICATIONS. PIPE O.D. PIPE BEDDING & BACKFILL SECTION SCALE: NO SCALE SDiO DUCTILE IRON ONE LENGTH OF DUCTILE IRON PIPE (CLASS 50) TO SOLID BEARING WHEN SPAN IS MORE THAN 4'. MANHOLE DROP CONNECTION SCALE: NO SCALE (CITY OF RENTON STANDARD SD10 PLAN PAGE B075) 9 Q. wlrry 4�wr otr'"' ay v 2 PERMIT REVIEW COMMENT! bNnt 1 PERMIT SET NO. REVISION S- ? ? ?3 � Ia I I I 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 14 OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2 R17 -O 7. FLEXIBLE JOINT r BACKFILL WITH COMPACTED MATERIAL 20' MAX. 20' MAX. 6" YIN, A S O IRECTED BY ENGINEER. ALL PIPE EXCEPT DUTILE IRON SHALL SE CONCRETE ENCASED. t^ MAX CEMENT CONCRETE CLASS C POURED IN PLACE -! 90'BEND (TYTON U-651) �- TYPICAL MANHOLE -� FOUNDATION CONSTRUCTION CONCRETE ENCASED MANHOLE DROP CONNECTION SCALE: NO SCALE (CITY OF RENTON STANDARD SD10 PLAN PAGE B075) 9 Q. wlrry 4�wr otr'"' ay v 2 PERMIT REVIEW COMMENT! bNnt 1 PERMIT SET NO. REVISION S- ? ? ?3 � Ia I I I 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 14 OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2 R17 -O 7.