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HomeMy WebLinkAboutzS-3872SetCp:R3872oy �cn m D i �Z S; c * i xm= i t� Mo CTI . i Nz z C I D r NO. B15 002961 Nei O BY MEANS W A ON AND 4i' IMM M ""MEAN''"""``PROJECT T V .. '-' O °a yN 1 O N CD W go" NMS' K II AtMLE. tri v� 00 T - MAN Ate" imr M" �!O 4"' �E/ll�i tib 1i11�1 PARCEL NO. 723150-1545 IES A AWNX "°r fro Aii� "'. I S W-17-23-5 L!" V I '1X -Q'` "� �0 A.C.2 f-� so w I Jr MS Utility Specificotions (1 OR S.) x RAMp =: ,, -14 1 "` Sanitary Sewer Notes and Specifications ori , „y ext rlrw � 4 �, UK � 2 THESE N 0 TES SHALL APPEAR ON PROJECTS FOR THE WA S TE WA TER U TI L ! T Y. �E No Iff 11irf 3 iiiMiA t� � 5'� PLAM - rLIIC F� IMP' 01" A" E FANCY IIs tr FL r;Ww ,C 1. All work and work material shall be in conformance with the standards and specifications �"�"�� "''��� E�''I WABLE .� o f the Cit o f Renton Pl ann in Bu it din Public Works Department en t an h latest y g/ g/ p d the edi tion of F S OWWAIJ the WSDOT/APWA Standards and Specifications, as approved and modified by the City of 12 Y4 --..- r�rM UK Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept t4' '� T PLS on site at all times during construction. NOTES: - " 1. ftiw iii bwouffigum trf d �.Mna.r�r s.r �y IF VK IIMIU a OF v 8014AX MY Ire VM MNPAM p-- - 0 mat be pwahowd Imm to +Mr of Ism. Pri/c swim 2. The hours of work in the street right of way shall be per City specifications on weekdays " 1 FLOW FIA B 1� �aIl< IMMAW W a�IloN �. aF 1W MW UPS111EAM E aam 1W unless otherwise approved in writing by the Planning/Building/Public Works Department. An t 2-6 "ism s�1sx„ A McrELM � 2. Tit m/ pNp* md tmt am be � 1w y arrwra� Duda wM A5 OEM of= � t �= WLVE � � AME � M by MM �Miowt of PICC � �W approved traffic control plan must be obtained prior to beginning any work within public right r1 I� mpm, do�byow +be of way. �� � ' 4`�E 13bUPlJMII � � EIMAIr� 3. A �r rrf tN (114C rM�wt be owNl�eined �, dr � � r. �.mL MM 3. All locations of existing utilities shown are approximate and it shall be the contractor's �"' magdp a +f►at "� "� � +r responsibility to verify the true and correct location so as to avoid damage or disturbance. 11• t rwom am bww r pow at a waft at is. 12 IV I= PLM�` � iWW s call w � w6wwa 1w 4. Apre- construction conference and a 24 hour notice shall be required prior to starting `'1M M""I"" H0"'' VA t `"'"`'' 1W boom= °"'+''�""""''"'M"" """'r'" new construction. It shall be the con tractor's responsibility to secure all necessary permits CAST IRM � �Io t�rRII�+I�mr uwl� � tr ��+��„ ft MA � *M 4R& MA "Prion Ib � IV„,,,, prior to starting construction. (Inspection will be accomplished by a representative of the City MING AND COVER �'' "IEFGAL AS SKC*IED -_ WA + ink I • � MpIono,r .N I n � � Am �p � __ _ ink MMS �. p+MIN*� att aid tIALd .� �. of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 � E� w� �PPE .� � hours in advance of backfilling all construction. s. � UM wri�i�rMrr>t`i +�ierwnr. l� r w ds� _ . .......at; VW lm� If m~ Is fib an : S. 11 AMD . a*& in mat WAVOWMa VW �w A&M be 5. Contractor is solely responsible for the means, methods and sequences of construction ^. r fw Mo "r�' PWoy°” wd'' 410.1. w and for the safety of workers and others on the construction site. 45- 1D GOP QN. P +,g 7. ,� d �► '�� 'w"w""I""�"I' "' "''''' "'- 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. b IIA irk rr>trliMrrr. �s it MMMe WOW dt 7. Plans approved by the City of Renton, Public Works Department shall take precedence aS. M �, awl � .studt g I■ do 4b over all other plans. 1. er ANS Ir aEArM S ON SEVAM MANS SHALL BE 'EAST JMAN WM WW&5,, W.I. w � No. aM CO EQUAL. aXM OUT SHALL BE A Vt1ER TIGHT ASSEMBLY. � ICL Thav d>mg bee 10 I" **wow" t�� 8. A copy of these approved plans must be on the Mob site whenever construction is in 1 mmboy .w �.■rra�s �� �r and r s.rv1=M a 5 f ort z. IN u�� � P A 1"-W THIt�4, 2' -Cr U t�OINCJ�TE, CUSS 30W PAD IQ.+ + r a.a ,oa « woum progress. AFAI MId THE RM AM CCIVEk IN COMPLIANCE WITH CITY OF RENTON CALL FOR LacAnoNs KFORE YW �� � LOCATORS �_�_��,�y 9. The contractor shall provide the City of Renton with an as -built Browing of the sanitary STANDARDS sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. BY: Date. PUMx VOM 5 on s lowm SM PUN - 4=1 PLM - � D� TI 1I• ♦ p�LW Vol 6 ! f l=K" L Ilff DZPAR 10. Backfill shall be laced e uall on both sides of the i p equally pipe in layers with a loose average CONNECTION �'� 2012 Date. depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 BY: • percent of maximum density. These compacted layers must extend for one pipe diameter on BY: Date: each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the some as described. BY: Date: 11. Open cut road crossings for utility trenches on existing traveled roadway shall be bockfilled with crushed rock and mechanically compacted unless otherwise approved by TF.. -S :�TI N C FTAI1. FIRE H"ANT SHALL EC CM&Y-nW EQU& TO 1l"yM F-5110 ON ,.+OMP' ONI TYPE SUCH AS MOW MEDALLfO1M: M a H 929, W i I FR W" CENTURION 200, AND WATMOUS PACER NATI-I r MECHANICAL 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for .JOINT rMrt.ET MATH LUGS 5-,1/4- MAIN VALVE OPENINQ TWO 2-1/2- -T/2- ±10 ±10 FT UAr% cXaarMlLC1KM NAWMAL `tANMiAW THI*_AD.SL 4' I'liNlPLR Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise V4Nf:r ttlMIY OF `"f'"''1.Nth "r ''"�' 4.675" SEATTLE TITRE AD X 5- STIORZ, ATT11CHM VATH 1/8- ST1�1" E. S a ro ved b the Cit of Renton Public Works Deartm en t. Reference benchmark an d PP y y P STEEL CABLE. I - I/#" PENTAGON OPERATING NUT. FFIE HYDRANT TO elevations are noted on the plans. NEW WATER LIME ESE PAINTED VA114 TO) COATS Or PAINT. KELLY-MOORE/PRESERVATIIViE NAINI No. 5/M---bi3 DIM ACRYLIC GLM. S&L.[Y '1ILLL.OMI1 OR A~)*!') f 4UA1. _ PtAW 1R It) I` A[I� WIN)WAY tit AS rNWCWD BY WNTON FIW DMARTI�-�,IT. FIS' H"MT FXTFN90k TO 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the .......... r.- EXISI�ih1U wAIER uNI~ � �,�q4 �,. �w C) ,`BE � IF REtXIMi. satisfaction of the Department for the prevention of on-site erosion after the completion of construction. MIN. 1 Lr TO 2W DLMIND S ACX OF r (;AAOJ ON lY'" HrHINI) lig W14. 3' All pipe and appurtenances shall be laid on a properly prepared foundation in accordance SIDEWALK THAT IS ADJACENT TO cum with the standards and specifications of the City of Renton Planning/Building/Public Works 4.87!r _ 5' STMZ rAG-MFCF MST IRM VAt,%f SM wITH tuC. Deportment and the latest edition of the WSDOT/APWA Standards and Specifications, as 5 x5 � THICK ATF PAD ARCxlrwD TYPE COVER. ECALAL TO OLVMt'IC FOUNDRY CO. - HENT. FWSH TO MATCH SIDFWAI& STANDARD W TOP SECTIOwiI ,NTH NFxULAR BASE approved and modified by the City of Renton in the Renton Standard Plans & Specifications. EXISTING TEEN DEAD EW LIVE, Com' OR PLIIG 00 IMI ' l: I 1 OF I BLOCKING ING FXPANSM JOINT AT SECTION LENGTH TO FIT VALVE NUT EXTENSION 2`, � BACK EBF IIALK AS REOLNl : 14 RAISED PAVEMENT MARKER TYPE SH -A / �> �� i "" This shall all include necessar leveling vel in o f the trench bottom or the top of the foundation y 9 P material, as well as placement and compaction of required bedding material, to uniform E'ERI..IC AL � ROS:, , , i�JxFt) FOR F L F�1t, ,IN 'TIMSOMIE IWO-WAY OWE I CTIVE �.�. a. , �:,., ,z: ..�' rade so that the entire length o f the pipe will b e supported on a uniform! nunyielding g g p p pp y dense, . ITM.. IND LL ANCr N T wrr11 2"TAP & 2'OPI...UG .� r'ry""'...... '' base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 1 FAL IND FI .ANG[ ON WIU )M :6"` MN .I-PL(MJ) W/2'OTAP & 20 BLOW --OFF `�'```�� CON4^RrM B..tidCI(Ol 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gosketed ASTM D 3034, TEMP. BLOCK SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. � MAIN LINE TEE. MATIN 6"FLANGE SM OUTLET. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches FINAL CONNECTION O ; . ,- ��.. p _ 6- "it VAL.W_ (FI X MJ) AwwA 0-.-4M. W��NI SAI v i grade r h abo e finished gr e o must t ave minimum 2' u diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. 6-UIJt' I�Iw. I>fii7Fl RPL. tXA�`'ti M.�MIr)+I i I;INIrU, Lti�Lti IH 10t l i NEW WATER LINE 2--3/4- -'TEN STEEL TIL RU5 Ir x W x 4` WNIN M I tZ YARD OF 1-1/4& MI+ 94LD DRAIN ROM ('XAW TF AF IW; - � tJN[1EFI H`V�,ANT 1 AEiClVE EST FLAN(. PLACE 8 MIL POLYETHYLENE FILM AROUND TOCP AM 'SIDES OF y. EXIST. WATER LINE GRAVrQ.. 0 FIRE HYDRANT ASSEMBLY LEVEL ALL GRE` M LL.'lft.L AIL QdX00 Wk 3' RADIUS ON 3' RAE" t+ I EN ALL. 1 ES I`IIVD,, CLEANING BY POLYPI AILS UN* LC l I0Nj � ONE MAN W -MOVE TEMP. BLOCK & BLOW—OFF+ 0ONN .�'�:I: _ I I _ 0 ER 10 EXISIING 'SAI' R '.:INE WI'M 11FEVE l 0.1.ASU SPOOLS S - -� � � JOE BERNASCONI .l. FINAL CONNECTION CITY FORCES 6"' CONCRETE PAD �• � PAD CALL DIAL—DIG AT 1-800— 424— 5555 AT 520 WILLIAMS A VENUE SOUTH LEAST 3 BUSINESS DAYS BEFORE DIGGING RENTON, WA 98055 CUT FILL HYDRANT LOCATION IN CUT OR FILL '� j DAN PUPAW BY. SITE PLAN / T'ESC/ DRAINAGE PLAN a. ¢� hs LISA A. HARBERT, P.E. 2021 201 ST PL SE, 1309 DETAILS 520 WILLIAMS AVENUE S � IJ3_1 C wo-i .:.::.��.�, 7 NNECTk3N TO WATER MALIN �. � - a►.�► �► �� �u3� C w"<S 8 FIRE HYDRANT ASSEMBLY �. Plti�t - ft�, � , V ..01,.:, EXISTING TEE OR E�� D LINE CAP �..::..::�.,:9 ::$r::a V n-ir: 201 �a� �\ BOTHELL, ASA 98155 M nuc got o rrr ca r HorB: W ��M �c � �E � �W W �� a A� Jnr � � �� U>rIu>ES V + 47529 A) ���� �s G� .� � �1 PHONE: (206) 371-3079 RENTON, WASHINGTON 98055 SWW W 11� RAW OR MOT BY POINaMMG 7W UMJWS AND SLOWOW AE WWWAL AND W RM& LOCA WNS POW lO CONSMWWM 'FMS SHALL #a" CAUMMB U71JTY LWAK AT 1-M-�1--5666 MD AEN PUR aW ALL OF M Eoxx �AL �� �'" `� LISAHARBERT®0 UTLOOK COM SCAM: NrS' ISSIN DATE: 12123115 SDN' N0. 4 OF 5 U1MIIIES AT NEER LOCM✓ C OF NEW U11JTY OWS00 IV PN1WAUY IE)iIFY INEAER OR AVT CaIIt WIS EVST. LOCA ALM' OF SAD SHOW aN RESE RAW 8450 UPGN Af UNN91 FO PLIC MliMM M U11I7ES AS ARE M AND ARE 9"C T ID WAMNU I AL Cp:R3872oy �cn m D i �Z S; c * i xm= i t� Mo CTI . i Nz z C I D r Nei O a T V .. '-' O °a yN 1 O N CD Vr/ tri v� 00 T - D n 0 0 Uo R