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Home My WebLink AboutS-216401Nw1e4 SEC. 6 -22 -5 GENERAL NOTES: 1- ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SODS CREEK WATER & SEWER DISTRICT - - AA 7 - 1 - . C U L- - - - AND THE 1991 WSDOT /APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, ESM T• - - - - - - - - - - - - EXCEPT AS HEREIN MODIFIED. FINAL ACCEPTANCE OF SEWERS WILL BE SUBJECT TO SODS CREEK WATER & SEWER DE ;.... DISTRICT RESOLUTION NO- 0318 -S. - - - - - 2. MANHOLES SHALL BE STANDARD PLAN B -23A. EXCEPT PROVIDE ECCENTRIC CONE AND 24" DIAMETER COVERS -� BOLTED DOWN WITH 3-5/8' COUNTERSUNK N.C. SOCKET HEAD CAP SCREWS AND SINGLE 1" DIAMETER LIFT HOLE, 3 "f FROM OUTSIDE EDGE OF OVER, PROVIDE 5/8 "0 X 2 -1/2" STAINLESS STEEL CAP.RIAGE BOLT INSTALLED IN ILL - - - - - - - - - - - - - PROX. FINISH _ - - MANHOLE LIFT HOLE. DISTANCE FROM CONE TO TOP OF CASTING SHALL NOT EXCEED 20 °. LADDER RUNGS SHALL - 1 j ROE :VERIFY _ - -- - - BE 1" DIAMETER DEFORMED BAR, GALVANIZED, SAFETY -TYPE STEP OR POLYPROPYLENE SAFETY STEP CONFORMING .: :. ::. .: S:•.E F 9LI•i ST : ::IN FIELD : _ _ .-`'- _ TO THE FOLLOWING SPECIFICATIONS: ,/>'�' THE POLYPROPYLENE, CONFORMING TO AN ASTM D -4101 SPECIFICATION, INJECTION MOLDED AROUND 170 ... - . _ .. . _ _ _ _ _ _ _ A 1/2" ASTM A -615 GRADE 60 STEEL REINFORCING BAR TO MEET THE REQUIREMENTS OF ASTM C -478, AASHTO M -199 AND ALL OSHA SPECIFICATIONS. 1!y POURED IN -PLACE BASES WILL NOT BE ALLOWED. PROVIDE 4' % 2' WIDE ASPHALT OR CONCRETE COLLAR AROUND RIMS OF ALL MANHOLES LOCATED IN UNIMPROVED AREAS, LANDSCAPED AREAS, AND EASEMENTS. A/C OR CONCRETE COLLAR MANHOLE ADAPTERS SHALL BE USED FOR PVC PIPE CONNECTIONS INTERNAL CONCRETE CHANNELS, BENCHES : An 1 Pn AND FILLETS SHALL BE FORMED USING CLASS 3000LS (LOW SHRINKAGE) AS DESCRIBED IN SECTION 6 -02.3 OF THE NO / STANDARD SPECIFICATIONS, - - X 8 MIX. WATER- CEMENT RATIO SHALL NOT EXCEES 0.38. A WATER REDUCING ADMIXTURE SHALL 01 _ . .: SnNBLE BE INCLUDED IN THE :0. 163.59 (E 163.49 (NEW �8 "NW .. :: $" : .0105 •00 _ - 3. PIPE o DUCTILE RON, ANSI A21.51 AND ASA 21.4, CLASS 50 OR AS SHOWN ON PLANS. 118 EX.: - ... - .. o J.M. RING -TITE PVC CONFORMING TO ASTM D3034 -SDR35 OR EQUAL, WITH BEDDING FROM 4" .... .... ... -.. ... -.. I11r VERIFY I.E. : PRIOR. BELOW PIPE TO 6" ABOVE TOP OF PIPE AND SPECIAL TESTS. ... ... ... ... ... . . : �.. .. .... 01. ... - . ... - .. 4 RMANCE WITH SECTION 7 -18- -SIDE SEWERS IN STANDARD STUB SERVICES SHALL BE CONSTRUCTED IN CONFO ... . ... .. ... .. - .. - - .. . - _ SPECIFICATIONS WITH THE FOLLOWING CHANGES-. - - - - - A. STUB SERVICES SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAINLINE SEWER ;00 • . 15910 8 "S '¢ : 5j9 00 (8 "W) B. ALL STUB SERVICES SHALL TERMINATE AT THE PROPERTY AND /OR EASEMENT LINE WITH A 6" .. . ... .. ... .. . .. . .. � : ::: ::. - s'•:�OZ... �15 .... . .. - - - - .. ..:. ...... .. - - .. CAP, OR 10' PAST AT OPTION OF THE DEVELOPER. 140 1 �� - - -� - -� -�� " �� -� � - -� !� �- - -�• �� -�� - �- - -. . . . . . . . -�� -'� � �� -" �� -� � �� C. THE LOCATION OF THE STUB SERVICE TERMINATION SHALL BE MARKED BY THE CONTRACTOR ... ... .. - . . . - - ..•F. - .... ... ... .... - . .. - ... - - - - WITH A 2" X 4" TIMBER EXTENDED VERTICALLY FROM THE PLUG END TO A MINIMUM OF 1Y h r ! 10 - - 14510. (8 "N ) ABOVE THE GROUND SURFACE. A 12 -GAGE GALVANIZED WIRE SHALL BE ATTACHED TO THE .;F°6 - -145 10 (8 "� - - - - - - - - - - - TIMBER FORM END TO END. NEITHER THE WIRE NOR THE 2' X 4" SHALL BE SECURED OR ti OO (8 _W - ATTACHED TO THE SEWER PIPE OR PLUG. THE EXPOSED PORTION OF THE 0 X 4' SHALL BE PRE - - - " - /'� PAINTED TRAFFIC WHITE WITH THE WORD "SEWER" STENCILED ON WITH BLACK PAINT. THE END 1 CU �� " _ _ _ _ _ _ L .. E OF THE 2" X 4" SHALL BE PFIE- MARKED IN PERMANENT INDELIBLE INK WITH THE LENGTH OF THE 130 ... .. ... .. - - .. �� Q ..l ' i•� : .... 137.00. D. MINIMUM SLOPE ON SNB SERVICES SHALL BE 27. ,ip 5. CONSTRUCTION WITHIN KING COUNTY RIGHT -OF -WAY SHALL MEET THE REQUIREMENTS OF KING COUNTY Q DEPARTMENT OF PUBLIC WORK'S KING COUNTY ROAD STANDARDS, 1987, AND SUBJECT TO THE KING COUNTY 6 -x6° WYE 18 "MAX. RIGHT OF WAY USE PERMIT. t C - - - - " - ...... A. AT THE TIME OF COMPLETION OF BACKFlLL AND COMPACTION, ALL TRENCH BACKFlLL UNDER "tZT 120 - - - - - - - - - 6" CAP 12 "MAX RIGHT -OF -WAY SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY EXCEPT F ' r .. (SEE NO ) /- 6" STUB SERVICE N FOR TRENCHES OVER 8' IN DEPTH, MANHOLE TO MANHOLE IN SUCH CASE, BACKFlLL AT DEPTHS OVER 4' MAY BE COMPACTED BY EITHER WATER SETTUNG (JETTING) OR MECHANICAL I ✓ ... - - - COMPACTION. THE TOP 4' OF THE TRENCH LINE SHALL BE MECHANICALLY COMPACTED TO 957. r �� eye p66? I ° B. IN ANY TRENCH IN WHICH 95% DENSITY CANNOT BE ACHIEVED WITH EXISTING BACKFlLL, THE `!A` _ _ _ _ ::: _ - - :: - ::::: TOP 4' SHALL BE REPLACED NTH GRAVEL BASE AS SPECIFIED IN THE STATE OF WASHINGTON 110 �117 If) 8" MAIN 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, SECTION - - - / 9- 03.10. THIS NEW MATERIAL SHALL THEN BE MECHANICALLY COMPACTED TO 957. QEF ��I 11710 \ E) 88 : 6 CONTRACTOR SHALL REPLACE ALL PUBLIC AND PRIVATE IMPROVEMENTS IN 'A CONDITION EQUAL TO THAT WHICH :117.00: ( "W) - : . ... ..... - ... .. ... EXISTED PRIOR TO CONSTRUCTION. CONSTRUCTION AREA SHALL BE FINE GRADED UPON COMPLETION IN 102: STUB SERVICE .. .:: : :. ...... - -... .. -... 7 - � $P •0 UNIMPROVED AREAS. ... .. . .... ... . .. .... .. � EXISTING UTILITIES INDICATED ON THE DRAWING HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE MANHOLE DETAIL CONSTRUCTION DETAIL TO THE ENGINEERS. UNDER NO CIRCUMSTANCES WILL ERRORS OR OMISSIONS IN LOCATION OF UTILITIES OR 14.6.00 (8 "SW) IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COMPENSATION TO THE CONTRACTOR - 102.86 (NEW 8 °E) NOTE: 145.10 (8-NE) 8. NO SIDE SEWER CONNECTION SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM SODS CREEK WATER AND SEWER DISTRICT FOR EACH 102.76 (EX. 8 "N) CONSTRUCT ALL SIDE SEWERS TO 145.10 (8 "E) SIDE SEWER CONNECTION PRIOR TO CONNECTION. VERIFY EX. I.E. PRIOR MOE (MIN. OUTLET ELEV.) LOTS 145.00 (8 -W) 9. ALL COSTS OF SEWER LINE RESTAKING SHALL F PAID BY DEVELOPER. 10. PROPERTY CORNERS SHALL BE PINNED WI1H REFERENCE TACK ON CURBS BY THE DEVELOPER. TO START OF CONST. LINE R GRADE. 11. PUGET POWER VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10' FROM SEWER STUB SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES AND LIGHT STANDARDS WITH SEWER STUB SERVICES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE ENGINEER WITH A WORK SKETCH FROM PUGET POWER. BILL OF SALE WILL NOT BE PROCESSED UNTIL VAULTS, I 3 HAND HOLES AND LIGHT STANDARDS HAVE BEEN INSTALLED BY PUGET POWER. 30 I 130 I sE� RvEO EX- MH 247 -7 12. MINIMUM SEPARATION OF POTABLE WATER MAINS AND SANITARY SEWER LINES SHALL BE 10' HORIZONTALLY FOR 1-o PARALLEL PIPE, AND 1 -1/2' VERTICALLY FOR PERPENDICULAR OR OBLIQUE CROSSINGS, MEASURED FROM OUTSIDE c3 I I EX. MH 34 -16 11 � EDGE TO OUTSIDE EDGE. SITUATIONS OCCURRING WITH LESS THAN MINIMUM SEPARATION WILL REQUIRE SERVE, O 1 ^I I CONSTRUCTION IN ACCORDANCE WITH SECTION 2.41 OF THE CRITERIA FOR SEWAGE WORKS DESIGN, PUBLISHED .r I- REMOVE EX S.S. STUB BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY AS REVISED OCTOBER 1985. i w 14' AS REQ'D. 0152 0!51 0153 Y1 � � I � t 4 13. CONTRACTOR SHALL NOTIFY SODS CREEK WATER &SEWER DISTRICT AT 630 -9900 BETWEEN 24 AND 72 HOURS I w (REGULAR WORKING DAYS) BEFORE STARTING WORK. W. EX SS 8 sE NOTES RELATIVE TO CONNECTION TO EXISTING FACILITIES: y% I TL 0 +47 -5x a' 1. CONNECTION TO EXISTING LINE SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF SODS CREEK WATER AND 16 x 9Q _ -! - _ -_ -_ -- SEWER DISTRICT. 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE MUST BE GIVEN. I J d 2 NOTE: EXTEND S.S. STUBS EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. d {� 1 - > 2 3. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE > MIN. 7' BEYO SIDEWALK % 8 PERMITTED TO ENTER THE EXISTING SYSTEM. E ® I ! I Z MOE= 121.0 ' EX. PERM. 6.22.5 4. EXISTING MANHOLE NO. 34 -19 SHALL BE RE- CHANNELED AS REQUIRED. o 3 6 �y 5 EsM'r. s1 � N C r m J �L ocal I �i �� ■ R m �� N I I Re• J � � � e ' l SERVED _ MOE= 148.0 8412740947 9 a 2164 SERVE ! -- y �d . I F V V RETAN. WALL' N n - E % \ I w w SERVED w SS -- ,an TL f'+87x - - 4 55 -i3. w > _ - - I ' - 13 x `p ' I xjs // �-- --- --- 50 0 50 100 150 200 MH 47 1 6 ! I Z = CONSTRUCT NEW MH m 41 I R1� s / ° 25 ' o SCALE IN FEET OVER EXIST. SEWER _ _m �� 7 y EL ® - �- PER SCWS DIST. REQMTS. - - ®® -- - - - - -- - -- xEX. MH 34 -17 6,- �.EX s.s.6,. ��, �I.. ��s ,� �-EX. a" S.S _ -- --F- I - - -� SERVE VI ■ �i\ C i.. ` 11 a NOTE: S. E. 1 4th ST A CONSTRUCTION PERMIT WILL BE REQUIRED FROM EXIST. SE R 6 22 5 \ EX. t5' P RM. 6 22 -5 CAST SEWRP THE CITY OF RENTON FOR WORK IN TALBOT RD. r -,l @ \ = ESM'T. 55R (SEE NOTES 011 IQ R 51017 RIGHT -OF -WAY. �/ II \ 17 ALL ON i 1 6 z 1 rJ 8407060727 EASEMENTS ! w 14 13 N N a N 0 ° O rn ° WW / °2164 d IIy 1 NECT NEW SEWER PIPE NOTES: \ % BURIED UTILITIES IN AREA TO EXIST MH AS REQ'D, i 1. EXISTING SEWER SHALL REMAIN IN SERVICE i CALL BEFORE YOU DIG % \ B SCWS DIST 12 DURING CONSTRUCTION. ' -800 -424 -5555 2. REMOVE EXISTING SEWER PIPE /AND MANHOLES EXISTING UTILITIES SHOWN ARE FROM $ FROM SERVICE AS REQ'D. BY SCWS DIST. T B AVAILABLE INFORMATION AFTER NEW SEWER IS ACCEPTED FOR SERVICE NO GUAR TEE I S MADE AS TO AND THE N 1 � AND CONNECTIONS TO EXISTING SEWER IS EXACT SIZE, TYPE, LOCATION OR DEPTH. a �7121� \� 01.rS COMPLETE. 12, `I 2, 0) tj EX. MH 34 -26 ` -- m p� In N V O N C W �qQ i d Y �y de � W I Y C of I m •` ° p N � ® Y) n ® � N U 2 R w .D C_ z U3 •� Q C J W 0 a0 rn N m 0 w O \ O Im z N m � � 4 � ( z o 0 a UL °r W o z G = x > y® f- 3 n n V U) > ® T O J V I > i U m ti = Z a W J_ LLI LL I-- U Q co) Q (L I -, I- Q uj LLI li a: Z I- U � J W a m 0 (1) a: Q 0 06 LLI co) W VICINITY MAP 91ve 9 BASE MAP NO. F -1 MR-AWL-0 ® .SHEET NO. '1 OF 1 1W._ ■ &1Lft61r R,_ ®mLYe DRAWING NO. H ro r m O f 0 ii 118 17 16 15 14 13 12 11 10 9 8 7 6 Rlm46-0 I R0 X 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20