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Home My WebLink AboutTED4001881.1II EXIST. SAN. SEW. M.H. II RIM EL.=32.59 II I.E. 8" (N-S)=27.79 II I I CONTROL C.B. TYPE 11-54" I I II 3 9 w/SOL /D L OCKiNG LID STA. 2.50 11 EXIST. C.B. 9' II 30 • RlM �L. =33. 6J GR. EL.=32.17 i I.E.=27.50 LE. 8"(W)=29.77 II O. F. =31.60 11 • � � I I , I EXIS T. C.B. 8" AMP 2*50 II v> ; p} EXIST. HOUSE ' RIM EL.-32.4/ LE.=25.86 to D PROPOSED >c II IIQLLJ cr) • '� l" WATER FL =31.50 SERVICE N I J • .; TEL. VAULT TC=32.00 31.3 S TA. 2+/2, 9' L T. I I z II o '. TYP. D PYNSPOUT C.B. TYPE I I Q II o ; - /� -t BE T! N GR. EL.: 32.0*(MATCH EX. VM'TJ II a N II O ( I I. E. =25. 7 (MATCH EX.) I I O II S 1Y 4" PVC FOOTING y = s ��' Ud DRAIN IE-Z8.5 p I I U C] 0 x N PROPOSED SAN. 0,6 I I Q %5, "; `� SIDE SEW. -¢ " ? x LU o 11 I `sores 4" PVC 4 - FLEX N; I �aII 2.00 a �Za DOWNSPOUT F.F.=32.6 QT 011 II DRAIN Q i RIDGE ( IE = 29.0 SCALE: I = 20' HORZ. u I /5'-l2" SRP 9 0.50% 1~ _ .S' VERT. I I TC•32.30 F RAIN I I O II DA T UM Z � I I V � II � u FL =31.50 PROPOSED, r C_32.3` FL =3I. 85 TC. 32.35 N SAW CUT & JOIN EXIST. A.C. ALLEY 4" PVC DOWNSPOUT DRAIN GR. EL.=3/.50 l.E.=28.60 31.4 ql f 22'- " SRP @ 0.50 FEI s�o � TC=32. 00 /" WATER i E.0 �'o,✓Tau.P CITY OF RENTON j z 3 d I I w II N I- - - -4ER1/lCE BM No. 90 C. B. TYPE I ELEV.-28.28 o OL I I W C)II �� j EXIST. HOUSE I GR. EL.=3/. 75 NC) III II 3 J .�a I.E.=28.50 SOUA-?E .BACK OF CO,4C. SIDEWALK A T _J J I I c�I 20' `,� C.B. T /PE 1 NOTE' I,V TERSEC, 1ON OF WALKS, SOOT; IWES v Q � N Z I • GR. EL. -32. J* CORNET S. 51h S & SMITHERS AVE. S. v I O �� 3 3 /E.=28.07 /• FOR STORM DRAIN PIPE: W Lu I� o USE 12" SRP (SPIRAL .R/B GAL VANIZES STEEL PIPE 1.50 3 II 3 w/A SPHA L T TREA TMEN T COATING) (`cc W O o � > I� / p C.B. T'KRE I 2. WYE 4" PVC FOOTING DRAIN INTO /2" STORM DRAIN o II Q y GR. EL. =31.00 DOWNSTREAM FROM' CONTROL C.B. L II 3 E.=28.00 0 t EXIST. R.R. SPIKE 00 S. 5th S T. 35 6 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ALTERNATE I GENERAL NOTES '0' yQk� 1. DUMMY JOINTS SHALL NOT BE LESS THAN 3/16' IN THICKNESS AND SHALL BE OF THE SAME DIMENSION AS THE CURB 1a GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2-1/4" INTO GUTTER SECTION. PANSION JOINT EXPANSION JOINT (TYP) EXPANSION JOINT (TYP.) SEE CITY OF RENTON STANDARD VAR. VAR. DETAIL FOR DEPRESSED DRIVEWAY CURB B; GUTTER- EXPANSION JOINT TYPE D . 10 % MAX. SLOPE .. . o .•,. o : •. L 10" bl SECTION A -A EXPANSION JOINT ALTERNATE 2 30 c 4 EXPANSION JOINT (TYP.) WHERE THE DRIVEWAY EXCEEDS i6' 40Mg1 IN WIDTH A 2" DUMMY JOINT SHALL BE PLACED LONGITUDINALLY ALONG CENTERLINE. 1/2" EXPANSION JOINTS SHALL BE 3 PLACED AT DRIVEWAY RETURNS AND AT 01 THE BACK OF DRIVEWAY. A_2. CONCRETE SHALL BE CLASS 0(3/4") AIR ENTRAINED 4. SUBGRADE COMPACTION SHALL BE 95% PO:ZTLAND CEMENT CONCRETE. ( MODIFIED PROCTOR ). 3. DRIVEWAY IS NOT TO DE POURED INTEGRAL WITH THE CURB 8 GUTTER. STD. INDUSTRIAL 8 COMMERCIAL DRIVEWAY DATE 3/88 l SHEET 2.3.1 JOINTS: DUMMY JOINTS SHALL BE rLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' CJC. TIICY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL DE OF TIIC SAME DIMENSIONS AS THE CURD AND CUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2 1/4" INTO CUTTER SECTION. [WAY THEY ON A -A NTS CONCRETE: CONCRETE SHALL OE CLASS B (3/411) AIR ENTRAINED PORTLAND CEMENT CONCRETE. FORMS: FCIR14S SHALL DE SIELL FOR STPAIC-11T SECTIONS AUD WOOD FOR CURVLD SECTIONS. FORMS SHALL OE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE i" RADIUS ON UErCR FACE Of CURB MAY 0E F01114ED OY EDGER OR BUILT INTO FACE FORM, 1" nADIUS ON LOWER FACC OF CURD MILL DC FORMED BY INC FACE FORM. S-EE CITY OF I3ENTON STA-NDARD DETAIL Fop DEPRESSED 0AIVEMAY CURD A.ND GUTTEn TYrIF D. _- DATE I/87 STD. DEPRESSED CURB & GUTTER- TYPE�I D11 PDAATE I.3 FRAME 81 LADCDE R OR STEPS--� OFFSET-. SEE NOTE 5. FRAME & COVER ELEVATION _ 33.9a 4 C)VEeFLD%AJ ELEV- TO PROVIDE DE GNT1ON + ' B.OtL SEPARATION N • PIPE SUPPOR.T(5). - 3" X .090 DOLTE(7 OR IMBEDDED .� 2" IN WALL ATMAX 5' SPAC.iNG. MIN ONE SUPPORT. -- I 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right-of-way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Department of Public Works at 235-2635. All street closures, partial or full, shall be approved by the Department of Public Works 24 hours in advance. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance. 3. 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. For utility locate call 48-Hour Locators, 1- 800-424-5555. 10. A preconstruction conference is required prior to any construction. A minimum of 3 (three)working days notice is required for scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineer's Office. Twenty-four hour notice will be required prior to staring new construction. 11. It shall be the contractor's responsibility to secure ail necessary permits prior to starting construction. 13. All connection to existing mains to be accomplished by the City of Renton, except wet taps which may be made by approved wet tap contractors with prior approval of from the Department of Public Works. All necessary excavation and materials to be supplied by the contractor and be on -site prior to City notifications. 14. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction- The contractor as well as the Engineers shall keep as -built drawings. 17. Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to an existing expansion joint. 18. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within ten days. Call for subarade inspection prior to placement of final patch. 19. For City projects such as telemetry conduit, the PVC pipe used shall be schedule 40 in unimproved areas and schedule 80 under improved areas. All chemical process lines shall be schedule 80 PVC pipe. 4. All PVC pipe, sanitary building and side sewers, will be bedded in four inches or more of pea gravel, and backfill to a point four inches over the crown of the pipe will n - ROUND SOL.IO COVEF NU S. MA,RIKED'*DGCAtN 1, SEE SURFACE WATER MGMT. DIV BULLETIN "MULTIPLE 1NITH LOCKING BOLTS. 5tE DWG:S, No ORIFICES" EFF. SEPT. 1, 1985, 49 8�50 KCRS 2. PIPE SIZES ACID SLOPES: PER PLANS. �'- 3. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. ° t 4. METAL PARTS: CORROSION RESISTANT GALVANIZED PIPE PARTS TO RAVE ASPHALT TREATMENT 1. 5. FRAME 8 LADDER OR STEPS OFFSET SO MAX_ W. S A CLEAHOUT GATE IS VISIBLE FROM TOP. 3j (o STANDAfZit QikLVANt2(;D p- CLIMB -DOWN SPACE IS CLEAR OF RISER AND STEfEL. LADDEP %STEPS . CLEANOUT GATE . SEE DWG. No 310.KCRS. C. FRAME IS CLEAR OF CURB. 6. IP METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE. PIPE: OUTLETPIPE TO HAVE S1100TH O.D. EQUAL TO Ct_EAt,IpUT &AT-. SHFAIR� CONCRETE PrPE I.D. LESS 1/4". �. (SATE. SEE DWC,- No 5 3 KC 2S 7. MULTI -ORIFICE ELBOWS MAY DR LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. /Z 5.D C4. Sf, -0 `OUTD::ET P IV PIPE -' - -- SEE NOTE G INLET PIPE OR PIPES INVERT ELEV (NVEQT ELEV. Z 27.5 z71s RESTRiCTOR FLAME ® '� W it H 0R1 IF ICE - �¢ L� z "iol►4�d it . s 0 • w 'f 21 / i1 -f CI s I P l J•s�OhAL�y q 0 CATCH BASIN TYPE 2 DIAMETER AS 12E6M.11SZED SEE DWGI, No. 33 KC RS. FLOW RESTRICTOR /OIL POLLUTION CONTROL DEVICE, TEE TYPE (FROP-T) I'ING COIINIY, ID WG 52 WASHINi, TUN No RIEVISION -_----- --��►_..-- :f--- ---.tip � •• _ /2 s o h' PLAN VIEV1! BY I APPR. I DATE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS S TORM DRA /NA GE BURNETT AVE. S. -LOT 7, BLK. 27 DESIGNED DATE FILE NO. ---- DRAWN D`s1 ,': a-wo CHECKED SCALE S ✓EST FIELD BOOK PAGE__- APPROVED DIn4WEET__�-__OF_- R CTOR OF ■ LIE WORKf Uzi Ci L; y � iTJ oC,� r 1 CL C C N /7 2-2¢