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Home My WebLink AboutS-206201j Q 41 I ^I I tl I � I I I O � I Z /1 O 00 AE 9h' f0 +04.9/ t_Y66.D } RI L. I.E. E. EL = 269.77 = 255.42 WIMP -2o62 4.1 k MRJ.- ifMAX. •T �. a'I �: Q r' 1• N ��•, Qj z-ro �•? NW %4 SEC. 9, T WN. 23N. R. 5 E. - I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTHEN AND THE LATEST EDITION OF THE WSOT /APYA STANDARDS AND SPECIFICATIONS. I i 2. THE HOURS OF YORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.N- TO 3:30 P -M- ON WEEKDAYS UNLESS OTHERWISE SCALE 7 " =20' j APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL RE I I APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SMALL 8 . NOTIFIED 24 HOURS IN ADVANCE _ 1 I I I 3. ALL CON S TRUC710H SHALL BE IN ACCADANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION- PREPARED - I BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. I I 4. 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. - 1 Sys 5. A RECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE . :y t• K -Y.+u� �- - I - \ \ 77� y ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY IRE ,(A �A• A_ I 1 U/ .te. UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. Pi K L , 6 CONTRACTOR 75 SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF YORKERS AFRI _ - N.E. 9:h PL OTHERS ON THE CONSTRUCTION SITE. 7. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ART CONSTRUCTION. 2 j 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARMEMT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. r�' /�h 1l�l 16 Al ZOT O �,` ry ZE 9. A COPT OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. / / 1 Z- v q, Zak �� Z$6 2L�J� ¢� m 2 Ed I Q I 10. THE [ONTRACTQR SHALL PROVIDE THE CITY OF RENTON YITN AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN p,� Q, T�� cC-N qt�{� /��`'�Y''�A� 9 � � �� STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 1��T0 De 5040 DE ORL4ED Litt t ALVA MD 27 •�7N \ ` ^ 41 ? I 11. BACKF.LL SMALL BE PLACED EWALLT ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM _ .-X-Y l�l 1 ✓ILA ✓ �/L� � -Ix�HL �' \��\7I�II Z ¢_ I DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LATER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED CATERS IRISi EXTEND 2 5w�fE 5� AL�R•�EltT,o= S1-��E Ii�I PLACE 6E>=oRE M14 SECTIONS O I I � \ \ `- �' � 86.02• J W FOR ONE PIPE DIAMETER ON EACH 570E OF THE PIPE OR TO THE SIOE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE AM 1NJIf''W�•R••�ED. ` \ \ \ .\ \ \ / E g� V I SHALL BE THE SAME AS DESCRIBED. 5 CA5TINCa To BE OL` mf;1iG FoUMOW MH W Wmi u \ ST- t '�M.�{.�-'�1 Wp� DIT OR�EQ,UTAAL. 5EE DETAIL 5.1.4C�I C�.,(� \ \ \ \ O Op (jV \ ` \ I I I 12. OPEN CUT ROAD CAOSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED RMDWAT SMALL BE BACKFILLLD WITH CRUSHED ROCK AND t 4 NWry+v��a� Cj�yl ICINJ -TOW OF I�i.i��jf•CJJ pI�L•C� -A' \ \ S 8851, / ` \ NEC XAN TULLY COMPACTED. CATS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A MWINUCLIS LINE. A TENFMJAY CIMLR��. I ✓R (F OO O L MIX PATCH MIST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HO! MIX PATCH SHALL BE PLACED WITHIN 10 -- DAYS AND SMALL BE PER CITY OF RENTON CURRENT STANDARDS* optnlws suoum m om DowM5TPMM SIDE . I I II // DATIW SMALL HE CITY OF RENTON, U.S.C. AND G.S. 271 N �' C` ON 00 I1REE P -. �. - V� j '1r \ \ \_ VICINITY MAP 14• ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHEWOR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE 4 I . -l/ - - Y , ;A \\ N \ 5'UlE "-o, PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. _ / I m / y� • r - - ' I p0 , \ Zug 15. ALL PIPE ABU APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7. 02.3(1) OF THE / I Zt 180 CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FC� TIS AND BRIDGE CONSTRUCTION. THIS SMALL INCLUDE NECESSARY � _ ;•t% I \ LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REWIRED Z72 i 883159 W I ¢0_� \ \ BEDDING MATERIAL TO UNIFORM GRADE 50 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED Oi A UNIFORMLY DENSE UNYIELDING 621 I I \ ` ` CO s4 BASE. PIPE BEDDING SMALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. t L Oc. RIM =24L50 6•• 14LF SS\ f I )E= 27666 - 6" 16. SANITARY SEWER PIPE SMALL BE POLYVINYL CHLORIDE (PVC) RUBBER WSKETED ASTH D 3034, OR 35, OR DUCTILE IRON CU55 SEL 77. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMA/ 18 INCH ABOVE FIN ISNEO GRADE. IN PAVED AREA, LAYER C' 0 1. �- j \ MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. n A5 INDICES D-Wt- 181' �- AS INDICATED -Nt. l /B" 00 (p.DD Op 0 ,0° t ITI5 FIf5E!2 OUT II i PACKIIJG I - f 7GDER RF'C MXr2IAL I lo• As sPeur�eD. • - Y6 DEND _I 1 I �1 ✓[C i-L- -FLIKa TO BC SEALED WSIME S NA IJNPR /S MAM SEYJER JOIffS H CAS 123H OW, aND COVER SANITARY SEWER CLEAN -OUT DETAIL A r RECONV%IIENDED FOR AP OVAL FOR APPROVAL y. BY� � s s aP4r�� SAl\f SEWER PLAN DATUM : CITY OF RENTON CITY OF RENTON BM EL. = 268.42 DEPARTMENT OF PUBLIC WORKS TOP CONC. MON W/ BRASS ROD NON. FOR HIGHLANDS PLAT_ SO OF INT. OF NE. 9th 8 EDMONDS AVE. NE. lO UNIT APARTMENT FOR : PABCO 2 REVISED PER CITY REVIEW ','/ PRIL 17, 1991 DESIGNED: M.T. DATE MAY, 1990 FlLE NAME: 636- 00 1-901 3 REVISED C } EVIEW N;Af 16, 1991 DRAWN: D.T. 7'ti CHECKED: M.T. SCALE: NOTED REIA WOOL: PAGE: 6J G , 8 �1 S2 gg NO. REVISION BY APPR. DATE APPROVED: SHEET: C4 OF: 10 i N. E. 9th I I V,C.P. CONTRACTOR IS RESPONSIBLE FOR 'TA 2 +66, V RT. SS MH w1 MON IN CASE INTX. EDMONDS AVE NE. � MH OVER EXISTINC RIM EL /. RI SEWS' 276. 8 NE. 9th PL, STA 994.917' MEAS. •-_ I .9'- e" IX. CHANNEL B OF MH IN I � GO_ LE. = 271.79 6" N SEC. 9, TWN 23, R. 5. 2-n.0 • � 1 284 � 282 R lfi = 240.50' Rf2 E d IE = 276.38 6" o ,1 283 ;a3N �9, - \ I - 27 I \B t 1 1 c 3 55LF 45- 629% 97 S = I \ ' I \ \ \ N , i 7 \ \ SS f ✓ r2 ' Rill EL 27780' 521_F D.I. C, 50 S '. 2 \ N f a ' "1 •- •' ' 1 = ' IE = 27292 - 6" 5 SS" IN &NCR WOOF WATER T - low 1 1 I� R ER v d TS LOCATED jj4SS ISLE FROM G`RO R \ 2 FF �C C 11 ! EX ` I ` \ \ \ . >e - I t \ -287 \ HOUSE I 8'• .I. \TE 0� W f9S =- 20X pvc RIM EL. = 280.50 \ )E = 273.30 - 6'• IXz66.JT L _j 2 IO w I 30' F7R 7EE \ \ /.738% V� \ \ \ \286 GO. 3 RIM EL. = 275.50 RI = 273.62 272 2 ?y 4 ?� C 55 = o } 1 \ 24' AYDER \ \ T ® S 8B51'S9;'E 6 BR N 515 � \ DIT/ ONA� W TO \285 N \1z °PSD ` a N - -- --- 10' CRY 2728 Fi SD = 274.1 DED �. EP IO° wATm I cONSr,:uc7fov 7 F N Be, 51' 59" " I O lr �O - - EXfSTlNG 8" SS WE - 57.14 -W .5-9 7OCSTA 3+22.1 l l _ - _ - VCP- SEE'NOTE B w STA OF IVEWAY = 27().40 '3''00 t I 2.00 - / / 1 285 -O N-88' S/' S9" W 271 i 272 - �` 322.19_ . L IX 4" WATER -- \ `per 0.32, I • ' MT 1 _ _ EX SS NJ-) IXt�,n RIt.< EL = zse.ss' `� .. _ p Il V CENTER SS PIPE LENGTH AT CROSSING I STA 3 +68, f' RT, lX SS i ✓.H 11:IM E..= n A5 INDICES D-Wt- 181' �- AS INDICATED -Nt. l /B" 00 (p.DD Op 0 ,0° t ITI5 FIf5E!2 OUT II i PACKIIJG I - f 7GDER RF'C MXr2IAL I lo• As sPeur�eD. • - Y6 DEND _I 1 I �1 ✓[C i-L- -FLIKa TO BC SEALED WSIME S NA IJNPR /S MAM SEYJER JOIffS H CAS 123H OW, aND COVER SANITARY SEWER CLEAN -OUT DETAIL A r RECONV%IIENDED FOR AP OVAL FOR APPROVAL y. BY� � s s aP4r�� SAl\f SEWER PLAN DATUM : CITY OF RENTON CITY OF RENTON BM EL. = 268.42 DEPARTMENT OF PUBLIC WORKS TOP CONC. MON W/ BRASS ROD NON. FOR HIGHLANDS PLAT_ SO OF INT. OF NE. 9th 8 EDMONDS AVE. NE. lO UNIT APARTMENT FOR : PABCO 2 REVISED PER CITY REVIEW ','/ PRIL 17, 1991 DESIGNED: M.T. DATE MAY, 1990 FlLE NAME: 636- 00 1-901 3 REVISED C } EVIEW N;Af 16, 1991 DRAWN: D.T. 7'ti CHECKED: M.T. SCALE: NOTED REIA WOOL: PAGE: 6J G , 8 �1 S2 gg NO. REVISION BY APPR. DATE APPROVED: SHEET: C4 OF: 10 i N. E. 9th I I V,C.P. CONTRACTOR IS RESPONSIBLE FOR 'TA 2 +66, V RT. SS MH w1 MON IN CASE INTX. EDMONDS AVE NE. ALL DA!✓IAGED PIPE AND SHALL MAKE ALL R��PAlRS TO OANWGED PORTIONS MH OVER EXISTINC RIM EL /. RI SEWS' 276. 8 NE. 9th PL, STA 994.917' MEAS. I .9'- e" IX. CHANNEL B OF MH IN FROM W %4 COR. I I LE. = 271.79 6" N SEC. 9, TWN 23, R. 5. n A5 INDICES D-Wt- 181' �- AS INDICATED -Nt. l /B" 00 (p.DD Op 0 ,0° t ITI5 FIf5E!2 OUT II i PACKIIJG I - f 7GDER RF'C MXr2IAL I lo• As sPeur�eD. • - Y6 DEND _I 1 I �1 ✓[C i-L- -FLIKa TO BC SEALED WSIME S NA IJNPR /S MAM SEYJER JOIffS H CAS 123H OW, aND COVER SANITARY SEWER CLEAN -OUT DETAIL A r RECONV%IIENDED FOR AP OVAL FOR APPROVAL y. BY� � s s aP4r�� SAl\f SEWER PLAN DATUM : CITY OF RENTON CITY OF RENTON BM EL. = 268.42 DEPARTMENT OF PUBLIC WORKS TOP CONC. MON W/ BRASS ROD NON. FOR HIGHLANDS PLAT_ SO OF INT. OF NE. 9th 8 EDMONDS AVE. NE. lO UNIT APARTMENT FOR : PABCO 2 REVISED PER CITY REVIEW ','/ PRIL 17, 1991 DESIGNED: M.T. DATE MAY, 1990 FlLE NAME: 636- 00 1-901 3 REVISED C } EVIEW N;Af 16, 1991 DRAWN: D.T. 7'ti CHECKED: M.T. SCALE: NOTED REIA WOOL: PAGE: 6J G , 8 �1 S2 gg NO. REVISION BY APPR. DATE APPROVED: SHEET: C4 OF: 10 i