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Home My WebLink AboutS-304201rs 1 V M a a a 1 acv sN SAhuay SEW NOTES 2' -0" o � S. K R Upc CONCRETE - Ln fi y WAS �f 1. All work materials shall be in conformance with the standards and specifications of the City of CLASS 3000 ? pF y 9 � ton Utility Department and the latest edition of the WSDOT /APWA Standards and Spec ifcoi Dins. C Ya 1 Northwest Ren o ENGINEERS, SURYEYf)RS & PLANNERS 2. The hours of work in the street right of way shat be limited to 8:30 am. to 3:30 p.m. an weekdays .4 �4� unless otherwise approved in writing the Plannin uidin ublic Works Department at 235 -2620. (n 945 N. CENTRAL, STE. #104, KENT, WA 98032 iSiE� �` 9 y 9� 9� - � (253)852-4880 ( ) ( ) ( ) ( ) (fox) /O1VAL E�' Al street closures, partial a full, shill be approved by the Planning/Building/Public Works *3/4 " SQUARES SPACED - 3/4" local or 1- 800 251 -0189 toll free (253)852-4955 fax z$ 4 -3/4" O- E-MAIL* cniOcramernw.com EVIRES 11/46/ Department 72 hours in silence. The Police Department, Fire Departfient, and 911 shall be INDICATED - HT. 1/8" a_ notified 24 hours in advance of any work in the right of way. 12 \ STA 15 +01.3 3. All construction shall be in accordance with "Standard Specifications for Municipal Public Works V 1 /2•' FIBER JOINT EX. SANITARY SEWER MANHOLE p y 9 PACKING Construction prepared b Washington State Chester American Public Works Association, latest Q � RIM EL.= 300.34 1:1 II< \ \S I S.E. INV. EL.= 292.43 (6" PVC) edition (APWA) and City of Renton Standard Specifications, J Z W \ ( - - - N. INV. EL.= 292.27 (6" PVC) 4. All locations of existing utilities shown are approximate and it shall be the contractors a a_ � J \ \ $\ \ W. INV. EL.= 292.04 (8" PVC) responsibility to verify the true and correct IocaRon so as to amid damage or disturbance. Y w CD 5. A preconstruction conference and a 24 hour notice shall be required prior to starting new RAISE -1/245' (1 /8) BEND o P�c aonslruction. it shop be the contractors responsibiiiy io secure dl necessary permits prig to WIDE BORDER starting construction. (Inspection will be accomplished by a representative of the City of Renton.) ii W Q Q \ c' \ \ \ shall be the contractors responsibility to notify the Utility Department 24 hours in a!vonce of �; r•;,t'. :T' > �• 10" backfilin all construction. z \ \ 9 S O J \ ® \ 6. Contractor is solely responsible for the means, methods and sequences of construction and for the g" I = \ \ \ \ \ safety of workers and others on the construction site. \ 8 -3 4" ro \ \ 7. It shill be the responsbiity of the contractor to obtain street use and any other related permits \ \\ \ prior to any construction. 1 _ 1 /4 1 /2" 2" 5/8" ; \ a Plans approved by the City of Renton, Public Works Deportment, shill token precedence over all � I \ \ \ 2-7/8 4 PIPE MATERIAL AS SPECIFIED \ \ other plans. -� BY THE ENGINEER \ \ \ \ \ \ 9. A spy of these approved plans must be on the job site whenever construction is n progress. 7" \ \\ \ 10. The contractor shall provide the City of Renton with on as -buit drawing of the sanitary sewer 7 -3 4" o \ \ system which has been stamped and signed by a licensed professional engineer or licensed AT;\ \ \ professional surveyor. 8„ °w \ \ \ Y \ \ $ \ it. Badcfil shill be placed equally on both odes of the pipe in layers with a !Dose overage depth of 15" 8 a 3 < N88' 17'06 -E 51.48 \ 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum [r°�-h \ \ \ density. These compacted layem must extend for one pipe diameter on each side of the pipe or to CAST IRON RING AND COVER a \ \ \ \ \ the sale of the trench. Moteids to ceapkte the fill over pipe shill be the sane as described• \ NOTE: rno / \ \ \ 12 Open cut road crossings far utility trenches on existing traveled roadway shdi be boddEW with 2 -0 "I SQUARE CONCRETE, POUR 1 -0" THICK PAD AROUND PLUG TO BE SEALED IN SAME MANNER AS :o / \ \ crushed rack and mechanically compacted Cuts into the existing asphalt shill be neatiine cut with RING AND COVER. m' E '------------- - - - - - -; \ \ \ �� saw in a continuous I'ne. A temporary mix patch must be Placed immediately fter back5t and MAIN SEWER JOINTS. Y IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING x \ Q P compaction. A permanent hot mic patch shall be placed within 10 days and shall be pr City of AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. / $ STA 12+01.7 CLEANOUT � END 12 01.7 Ni \ C �� Renton current standards. 13. Datum shall be City of Renton, U.S.C. and O.S. ,`r0 14. All disturbed areas shat be seeded and mulched or otherwise stabilized to the satisfaction of the NTS 5 UTIL17Y CONFLICT NOTE S / / I \ \ Department for the prevention of an-site erosion after the completion of CdIStNCilOin. THE CONTRA AND SHALL BE ALL EXISTING FOR VERIFYING THE LOCATION. - /v/ \ J'� \ \� \ 15. All and appurtenances shill be Idol an a cored foundation n accordance with DIMENSION. AND DEP1H OF ALL ExINGP UTILITIES, wHEniER SHONN ON / P4K �W property prep aTM �T OL P r�o�coN LION. TMs c - - -- - - - _ / �� \ Section 7- 023(1) of the current State of "- -hngton Standard Specifications for Road and Bridge SHALL INCLUDE CALLING UTILITY LOGTE 8 ,- 800 - 424 -5555 AND THEN POTHOLING ALL EXISTING uBL ��E5 AT LOCATION OF L?IUrY CROSSINGS \ STA 11 +41.62 106TH PL S) Construction. This shall include necessary leveling of the trench bottom or the tap of the foundation TO PHrIunES S SHO tYHETHER OR NOT S ARE TOT GUARANTEED i ANS of ARE _ _ S89'45 50 E 132° 15' /_ _ os STA 21 +07.48 ((SITE RD) SUBJECT TO �TION NI6 NC SSHOULD FOR• THE CONTRACTOR 38.39 50.00' 43.76' material as well as placement and compaction of required bedding material to uniform grade so that SHALL CONSULT CRAArER NOROMEST fNG TO RESOLVE ALL PROBLEMS +D \ the entire length of the pipe will be supported on a uniformly dense unyielding base Pipe bedding PRIOR TO PROCEEDING 1YTTbl CONSTRUCTION. STA 11+39.3 '0 STA 20 +00 -- \ SSMH DTL 6/6 shat be pea gravel 6• above and below the pipe. RECOMMENDED FOR_APPROVAL ii END OF PAVEMENT STA 20 +35 I ' o RIM =30258 IE= 296.05 ((N��) 16. Sanitary sewer pipe shall be pdymyl ddoride (PVC) rubber gasketed AS1M D 3034, SDR 35 or 1 p STA 20 +00 CTLEAN�W DTL 1/5 \Nei, �� IE= 296.15 lw1 �Ci4 I{: ductile iron class 50. BY° DATE' _� RIM = 302.63 I 6T SS STUB, lYP \ �\ \ SET 60D NAIL 17. In unimproved areas, manhole to extend m'm'enum 6 inch and mat 78 inch above finished IE= 297 °2 (Ei STA 20+45 I DTL 5 6 \ ASSUMED ELEV =3oo.00 BY° DAiE0 2 IE -297.3 (N7 _ I / \ \ grade. In paved area, cover must dope m all directions to molds paving. 4M0. 304201 V5 - -- - - -- - -- -- -- -- -- --- - - --- SANITARY SEATER PLAN BY: DATE ,' =20' BY: _ DATE: a Y r Y u.................... ............................... .304........................... NEW GRABE IL NEW GRADE Om �: : / \ - - c - - - _ . .. - . -.. .. ....... 0.=i0 :: / : - :� - • / \ .� ...:......... : .............................. .......................302..... / /J ..302 ...:. -. -._ ._. __. _l ......: . - • EX GRADE.. ... ..... ........ ....... - . ......... ... ...... ......... ... -.. : .EX. GROUND Q - - - - - J m ............ ............................... ...................... OO...... ..............._. ........ ........._.........;.. ...:.... I.. ...300 ...:.........:......... ......... :......... :......... :.........:........._.........:.........:.........:.........: ......... :........._......... :. .. .... ......... E T(E RIM= 302,63 - . .... - - -- ...... _ -_ ..... ....... ............................... .................. ccL, ppNN UU 6 UB, TYP -� IE 292 - : ................. ............................... ... ............................... ]E= 296.a5NCfi) ,F -297.3 (W) - .... 298 ... .................. .................... .......... :......... :........-. : - - 3E =2%165 (W) . -Ii • - : : : : : : : : : 0 0 -DTL _ - ' Z y ... : SIE S=N2 H %:ROS It:A -CN3) 0 2 56 - : .. : : : : ......: . .........: ..... ....: _: ... .... : ...... ... : . .........:......... ........ : ....... ...:......... .........:......... . .....:........ :....... . ...... : ....... ......... 21400 496 ... 20 +00 n .... Z DTL 66.165: - 2 : : : : : 362'8' PVC 8IY• - .. O ........:. ........ :......... :......... :.. .... ... :.. ..... ..:... ..........:....... ..:.. N =�0�4� • ........ - - .Il .. ..... .......... ............ ...... ..............,..,..... . .4 (B'•sE, SITE ROAD SEATER PROFILE ; - 2 °VE�IZ C) : : ...... IE =?4 04' (8' W7 - . ...294 ......................... _ _ : .: ..... ........................ :....... + ......:...... ....................... :..... -• 14+dD ......:..... ............................... 1$ +60 .......................... :......... :......... :................ E - N(�!NFNIAIA292 - ,3' Od ' , =20' HOR72. +oil 106TH PL. S.E. SANITARY SEATER PROFILE =2' vERr scAMNE9 pa1R 2 82003 Z ero•tn - :� ->x��a W