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HomeMy WebLinkAboutzS-3294SetSW1 /4 NE1 /4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SEWER GENERAL NOTES 1. WORK MATER SHILL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS of THE CITY OF �ON UTILITY DEPARTMENT 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 DAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING BUILDING PUBLIC WORKS DEPARTMENT AT 235 - -2620. STREET CLOSURES, r , CEPA7 FU BE BY THE PLANNI NG BUILDING PUBLIC WORKS M NT 72 RS IN ADVANCE. THE POLICE DEP ENT, FI E DEPARTMENT, AND 911 BE NOTIFIED 24 HOURS IN ADVANCE CE OF ANY WORK IN THE RIGHT � WAY. I 3. ALL CONSTRUCTION SHALL BE "IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL f PUBLIC WORKS CONSTRUCTION PREPARED WASHINGTON STATE CHAPTER AMERICAN PUBLIC r I J WORKS ASSOCIATION, LATEST EDITION (APWA)AND CITY of RENTON STANDARD SPECIFICATIONS. 1 i__. _ �. _ .$55 GRAHAM AYE HE i � 5 � � � j 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE k, ,� + CONTRACTORS RESPONSIBIUITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID - , -- ? � r { DAMAGE OR DISTURBANCE. -! '' 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SF) I BE REQUIRED PRIOR TO IE= 470.31 i IE =469.95 t IE= 469.25 IE= 469.20 STARTING NEW CONSTRUCTION. R SHALL BE THE CONTRACTOR RESPONSIBILITY TO SECURE - ALL NECESSARY PERMITS PRIOR TO STARTING CON INSPECTION WILL BE 6_ SS 6" SS 6" SS 6" SS ; _,_. �; �,t-" f ; r`. i '; ArCCOMPUSH�D BY A REPRESENTATNE OF THE CITY OF RENTON. IT SHALL THE 5- 2.007E S =2.0071 S =2.00X 5 =2.0071 -; •. c -.I �: - C OR S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTIri 24 HOURS IN ADVANCE OF �'% u 1 s. ; - ',- , �-�:�' } `; .:, _ BACKFIL.LING ALL CONSTRUCTION. -BEGIN PROJECT j ' ; 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF {�� _ , CHAIN LINK FENC£ ,�' "� i ,'r Nc�E-rE Hf�.� � -....- � - -�__ _..,,� ,�;., .�'• -- .�"" �__� �_ _ �� � '� ,� ,L 1) 11 I CONSTRUCTION AND FOR THE SAFETY OF WORKERS ANd OTHERS ON THE CONSTRUCTION SITE. ?M SENER -- `� -- _- - ---- �.4 5 _� "�� __-- -� z oRM 473- r" I ,' ,� ti ,F c , ; �.n MH 2 - - �-` _ - ? 7. IT 1 _ , _ _ ,75 -- t ;'� z` ►►�r_. F ; �C r;►� w -- SHALL BE THE REST _ �. - { ,�, 4 - _.._�,5 ASPHALT .} - __ ___� errc�+ - _ { ,.�, _ ___.,...._. N__ �_.:- - _ - - M srwr� RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY �' _ PERMITS __ !z p ` _ _ uNE ` _ Yom = '` _ _ ,-�_ 47s- ----._ - - - - ----- <, . \�. __ __ -_ _ __ _. _._ - , _ _ _- _ _7� `y`�; `_ __._ _ . j OTHER RELATED PRIOR TO ANY CONSTRUCTION. .,` _ _ - ..� 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE i EDGE ASPHALT PRECEDENCE OVER ALL OTHER \ 259 LF PVC 5= 0.0050 /FT ? 8" p r PLANS. .1,� 'r1ALT SS SS SE SS SS Ss , . , 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER �, _._ _ _ __ �_ __ .- ._ ---� -- - _- -- - _ \� _- -- -_ rte.- = -•x _ .._ _ _ w�C�-8(107_E _ ! -_ - -__ - -. __ __ _.___ =. IN PROGRESS. CONSTRUCTION IS (- t I / �'' °"f �, , r 1 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH MI AS -BUILT DRAWING MH 1 GRAHAM NAVE ,l�iE E ASPHALT �--�" of THE ) \_ / ,� SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED E ASPHALT r _ - __ .� �! ;h -- ---- LN PRO ENGINEER OR LICENSED SURVEYOR. w W4'► -WATER UN �. . 47fi W -' - may: D(TCH _ S, _ - �4 �5 � ,�rcr� ASPHALT \ _ r N PROM �= - _M =* ;:uP, AND :;� BACKFILL SMALL BE PLACED E LAYERS WITH A 11. EQUALLY ON BOTH SIDES OF THE PIPE IN LA LOOSE _ - AVERAGE DEPTH OF 6 THOROUGHLY TAMPING MH z sroPM -- ---- -- _ ' t+` w INCHES MAXIMUM DEPTH OF 8 INCHES THOROU �_ _ _^ 4 r6 ______._ - -- 476 -- - -- L - ---- ---- 475 475 S DftIVEWA �,. 2�M SEINER �- May 1 "'� M�r�IT T ;OtI ;REEF ' TSIbEWi+1 K LAYER TO 95 PERCENT OF �--- -- ._47 _ TOP 47 -1_9 �, N Mff .-= '-�- -- __ _.�.____ _. _ ONE PIPE �IMUM DEN'SRY. THESE COMPA�:TED LAYERS MUST EXTEND FOR + '�.'� IW 4F7.� ARY 'SE : �� TOO DIAMETER N EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. >C _ _ - _ X ..._. ALE F E � �77 - - � � � i-9�'` I c= - -'� � i ; E nu- OVER PIPE SHALL BE THE SAME AS DESCRIBED. � �� � �- - ; 12. OPEN CUT ROAD C -� BE BACKFII I WITH CRUSHED ROCK AND MECHAINIICALLLLY EXISTING C OMMPAACTED.�CUUTSR INTO THE �L TAX LOT NO. 1023059 3 2 8 �� �, (�� !%` iEXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY i 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 LOCATIONS SHOWN FOR UTILITIES ARE APPROXIMATE CURRENT STANDARDS. PRIOR TO STARTING CONSTRUCTION ` W I , �� 13. CONTACT ONE CALL (1- 8Q0- 424- 553►5) FOR UTILITY LOCATMS �, � { W + ; �- � ``�'" DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. � i 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE � AFTER THE BENCHMARK B A I QF R i COMPLETION OF CONSTRUCTION. _ 15. ALL PIPE AND APPURTENAIV CITY OF RENTON N0. REIN 1907 CITY OF RENTON -- NAD83 (1991) F- -�= � � CES S BE LAID ON A PROPERLY PREPARED FOUNDATION IN FOUND CHISELED SQUARE IN THE SOUTHEAST ,a, -,�� ACCORDANCE WITH SECTION 7 -02.3 1 OF TIME CURRENT STATE OF WASHINGTON STANDARD CORNER OF THE CONCRETE FOOTING FOR r" rL.WST©�' -/,V%C �',``' SPECIFICATIONS FOR ROAD AND BRI CONSTRUCTION. THIS SHALL INCLUDE NECESSARY NG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS MAILBOXES ON THE WEST SIDE OF HOGUTAM VERTICAL DAT M PaFL a l" i 0: ��'�'�^� x ;��r; � PLACEMENT � AND COMPACTION OF REQUIRED BEDDING MATERIAL Ti0 UNIFORM GRADE SO THAT RE LENGTH OF THE PIPE WILL BE SUP ON A UNIFORMLY DENSE UNYIELDING AVENUE N.E. - ADJACENT TO HOUSE N0. 12014 - � -p�,,� DA R bS 30' _, 3t: ' BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 ABOVE AND BELOW TIME PIPE. ELE. 472.676 -� U.S. FEET -' NAD83(1991) CITY OF RENTON - NAVD (1988) n_ 20 0 20 40 C 16. SSANIT� SEWER ER EE I SHALL CLASS POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, 1 20 Scale Feet 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN WAVED CO MU SLOPE IN ALL DIRE S TO MATCH PAVING. 4. ---- 411Yr101E FRAME AND CO%VR SEE DRAVING ■tZI NOTES_ Ir z4 ADAWME NT (4' MN.) I. STEPS TO BE 3/4' r QIFORMM BAR GALVANIZED SAFETY _ _ S1EAS OR EQWLL ......49 ....... ................. .... • .. • ......... .............. • .. . • ............... ' ................. ' ................. ' ................. ............ ' ................. ' ................. ' ................. ' ................. ' ................. ' ................. ' ......... • .... ' ................ : 490 2 sTEps ARE ro PLACE BEFORE MANHOLE 3EC11aNs ................. ............................................................ ....................................... '0• ARE IMSTALLJED. SO GASNEIED JOINTS 3. CASTING 70 BE PER ORAWNG 8M 4. MANHOLE 1EC110NS TO BE OF REW*VRCFD PIECIEsT N AccoaDMMCE wTH ALS7Y C -4u CONOTIHII` .0 S ALL JOINTS 94A LL BE GROUTED. - : . . S1EPS - 3/4' DEiaMED BAR L SANITARY gBa MAPS40LES SNMrAyLL . HAVE ALL INTERIOR . W - � : SIFTS sHNALL BE INCLLADED S WACES. INCLUDING CHANN GELING% COAIED (SEAIE'D) Z IM A HIGH SM= UIRETHANE COA7MIQC Nw. - : © 7 MIN. OR APPROVED EQUAL. �� COLOR OF � ASH RL ��` a 7. RUMSER GAIKETED JOINTS SHALL BE IN COWINIMANCE ................. . ................. ................. ................. ................. ................. - �. - ............................................... ................. - ................. - - ....... ..... IBM ASTM C -443. ' Ul .... .. ...... Z .. E GIMOI L HE1H0 'SHALL BE A MAMIM OF 3/4 THE ROM W CL DIANEIR OF TIE LARGEST PIPE. m = = PIPE SID: - 'E' I. CONNECBONS TO MANHOLE sHHALL BE MADE USING GPI( . . ADSAIPTOK KOK-* -TEAL. BOOTS Olt APPRO%FD EQUAL.. ALLOOMM . MORTAR : MH - 1 MH 2 = MH A _ 480 �c►>,u Tvn�' a_�d - SSMH. STANDARD 48i" -I r �.. &-�•..k I �n � 0 r $ ,._.. . BASE SECBON �/ OR CAST N SHNELF b A o 'C O ►'rf k\4 4r MH MK s4 MIL_ 27 ID. 1 MH W I 4r III. 1 6'. UK IIl1. I.D. .. ........ .... . ................. . ................. . ................. . ................. ................. - .......... yw./��N.�,, .� i.�•�r i.i •4/�............... ................. ................. ................. ................. .............. ... 'TVV -. -_ RIM =476.00 = RINf =47 r, r� . =ate ...........:................. - 6'� RIM 475.90 "� IE= ±469.50 EXISTING IE =468.20 IE =467 90 NEW) > DTL7� I- Mm (Tr1') ADM= IEM468.10 GRADE IE =467.80 EX.) _ "' . _ SANITARY MANHOLE TYPICAL DF,,, 7A�, NOT TO SCALE r DWG. NAME BR2B Iu! , SP PAGE: 0071 NINE INS ........ _ . = ........: - .......__ _.� .-...................... .......... .............. . .............. ......... .......... ; .............__.... ........- .....,.......... :.............. ........................ .................... ................... SANITARY MANHOLE TYPICAL DETAIL r,A1 rr�f� [Af C ; 1 - 24% I' FRAME AND LAP •770 .................................................. . ................. ................. ........ L+.s7. J..1 • . "..�' �a ............... c 470 PER DRI►>NIIG BR2l. S _ ....... .... .............................. ' • 0 LF 8" PVC ; � ,. SIFTS To tME 3 /4' r DEFORMED BAR cALVAw2ED s�AFETY _ Y 4� M:N. 710 STEP'S OR EQUAL. MA X STEPS ARE TO BE N PLACE BEFORE MANHOLE sEclKlms t , ARE MSTALAED. S= 0.0050 FT /FT -" ' „' , ! t •/• a CASIINIG m BE PER DRAINING m". . 4. MANHOLE SEC110 6 TO BE OF R ONFORCEp PRECAST 24" < COME. 7i OPENING SHOULD BE ON DOW NS111EAM SIDE. B. ALL JOINTS 9IALL BE GROUTER .... ................. ................ ................. 0 7. SANITARY SE 1ER MMNHDIES sIMLL mA* ALL NTERWR : _ : : ......... . ... .............. _ ........ , ........ 12" ►- SURFACES, INOLUDIIN' CIUMMA4G, COA1ED (SEALED) iv O VATH A HIGH SOLIDS LAREIHANE ODiATING; 1IASM MC- COMSEAL OR A'PROMM EQUAL; COLOR OF COAANG SHALL BE MOTE- . _ + B. RUBBER GASIVEU JOINTS SHALL BE N CONFORMANCE 107H ASTM c -443L } B. CHANNEL HEIGHT SHALL BE A MIIRNi OF 3/4 THE INSIDE 4' I OIIMETQH OF THE LARGEST PPE_ w 10. CONNEC700S TO MANHOLE SHALL BE MADE USING GPI( "'160 ! 4 ' ' ' ADAP7Ok KM-N -SEAL BOOTS OR APPROVED EQUAL ... ................. ................. ................. _ ................. ................. .... ............................... ................ ................. '--- ............. ................. .......... 460 •'� �- :... ............. : ..................------........-•----............................ ............................... �' •.. sm� MAN 5 0 5 10 9 . 1 =5 N • .............. + ^n ................. ................. ................. .............. ... ... ............. OwC. NANE:BR37 SP PACE: 9072 1 +00 ' 2+00 • f ..3 -+.00 vertical scale feet 20 0 20 40 SANITARY SEWER MANHOLE AiiiK horizontal scale feet TYPE B SHALLOW No. Date By Ckd. Appr. Revision R. N. PARNELL COMP BRETT HOLMES HOLMES SANITARY SEWER EXTENSION Drawn By: : � move 32104 SEWER PLAN Y Approved Y C�VII. 2ND AVE SW L N & PROFILE 1�tANA . 442218Th Plioe S.E. FEDERAL WAY, WA 58023 855 GRAHAM AVE NE WA (425) 254 -0048 RENTON, WA 88058 ci ca e: 20' 1lro�: (42� b43 -3564 F�ac: (42,S) 641 -SQ9S _ �" (208) 375 1345 TAX LOT NUMBER: 4278200130 sheet 1 Of 1 SCAW*0 MAY 1 12006 A C 4 N ROLL 2 Q,� If FR4 � 40 i Ift 4 r•, k_, 00 0 r � � b a�a o 'C O ►'rf k\4 Q z r•, k_,