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HomeMy WebLinkAboutSWP2702711.8,• I � - N 41 N CL I � T / EMPORARY CONTRACTOR STA NG AREA 3 I 27 '� / / SCALE: 1 "- 0' oQ� W SEE BANK 1r2 POTENTIAL GRIND ANDS OVERLAY \� PROTECTION 9 / ALL DAMAGED PAREk1NG AREAS DETAIL I / > SEE J-HO Kr N / oy� DETAIL P 9 1 1 0 - / o 5 PROVIDE TE ORARY FENCING EXISTING CATCH SIN I I 'ee� EE=25.51 i TOP 0 TER,422.06 e � CONCRETE N \ / ABOTTOM17. 26 / _ _ _ IE=17.67(.TY) N N I BH 1 ECOLOGY . : : : : / \ 6 :• STORM DRAIN OUT ET / c� _ / : G�= X :: �• LXI.-IIN /:::_ ::.F. : Z 8"DI SE IE=23.24 N . QW::::-:26:.5- . : :": .:--:-:. . . o-. -:S:TQ M:D: IN:- UTLET: ::_:_:- ::::: : :�-: -:% : : :-: -:- m : : : : : : - --. J_. . : /.:.:._.:. -- _ - - - I . /1 I o STORM DRAIN UTEET N / . .... " ...... . " . / O / : !�- F�-SJ - : - : - :�H=2 : - :� / RESTORE 18"GONG NW o: o� • ..: CURB, + IE-32 0 : a o =N C I I I N _ _=: :_:: - :-: - : - O ®�r I CONNEC WITH / GRADE PATCH TO DRAIN \ �. _ P0 I �tiA EXISTIN /CURB / RE OR \/CURB ASP ALT PATCH TO AC ESS RISER #1 / j\ 0 28 12 LIGHT MP 1 OLE \ AND OVERLAY 12"SS 12 S D - _ _ - °' \ 12'\ I ' TREES o / CAT H BASIN / n / RIM L 26.77 Xko I 3 I/ �1IE MP =25.37 \ \ I I STO D AIN OUTLET e \ \\ 1 "C P� IE25.24 � \ RI MEE=31.59 N >/ 1 N IE OUT=22.59 12 S IE IN22.49/7' BH-7 N 1 00 0 \\ SSMH SSMH cal //// 96" CATCH BASIN RIM EE=29.21 RIM EL=28.41 9z u I / / / / IM EL=28.67 8" NW IE=17.91 8" N IE=17.91 001i / / 6"PVC E IE=23.96 8" SW IE=17.91 8" SW IE=17.91 00 �G/ / 42"CC NE IE=20.92 I-)L CATCH BASIN N / / RIM EE=28.60 6 �`� 48"CC SE IE=20.84 _ "_ 6"PVC NE IE=27.30 CATCH BASIN G 144"0 CATCH BASIN RIM EE=25.21 G d , _ _ _ _ RIM E =29.48 BACK-UP POWER 6"DI E IE=24.01 ��/ / \ 4 C NW IE20.73 CATCH BASIN SSMH SSMH GENERATOR / / \.. RIM EE=27.41 RIM EE 2&45 RIM EE 29.19 / / //\ , CC 2"CC E IE 20.92 _ l...-- . T -- -- -- -- ---- 4"PVC N IE 25.51 18" E&W IE=16.45 SCALE: 1 "=20' 18" E&W IE 16.89 GAS METER S� / // " " " . . " . . 4"PVC E IE24.01 12" S IE=16.95 8" NE IE=17.44 WITH BOLLARDS _ 8" S IE=23.41 6" NE IE=17.75 X" N IE //,/ / / /�:- 6" NW E17.75 POTENTIAL GRIND SURVEY CO TR L' - - - - - " AND OVERLAY EX. 8" DDCVA �.:.:._._. o �` APT.# 103/ / o .. RIM E 29.63 IN VAULT T� 6Z vain E N=174 6?� 8 EX. 8 W FIRE SPRINKLER NE E=1299'3?�41 .. ... 32-- �� 12"W I EX. 1.5" METER 29 T T------------------- T W W.............. DI W W / .................... -... AN W-2114 / W fin/ 12" D SURVEY CONTRA T6 I 6'' 8„ IJ SPHALT PATCHY / / W PT.# 104 - I 18 ' 8 AND OVERLAY / / . .... . .. .... . / ............ .. ... ... ........ w 1 .......... .. ........... .... i N=174301.57 ool • ... --- •---...---•- --------- - ft -- +o. s5 ,�> ---• --- - - 3 \ /. ...... GSM 18" E&W IEEL - 9.57 .... °° .. I •--- 1 2 CATCH BASIN V X - 7 VAULT RIM EL27.19 T -32 8" N IE=21.94 J-Box / / E - VAULT T 8" S IE=21.94 .......... / "I31 6" I- .......... / _/. .... oo.... .. 8 6 / / 6 z� W SPRINKLER Q VALVES ' R RES ORE C / / AS NEE ED RESTORE CURB ^M' CURB / / AND SIDEWALK - .. WATE 8 / / / / , VAULT ATC H L I N E- STA 12+60 /� / Willo & &a w CONSULTING ENGINEERS a 7M DEXTER AVEME NOMW SIATE 200 SEATTLE, VASHDIS N 90M c20w 294-0960 1 REVISED OHPW AND OHCOM LINE LOCATIONS DWC 5 7 7 SURVEYED: SCALE. VOMCAL NAw' CITY OF oNTa.: NAD ,saT/,sa, .� I 4' V SAC 7 ,� as sHoww �- B.B. R E N TO N DRAWN: _u P.M. ONE 1N0h DATU M CHECKED: AT FULL SCALE s.c. ,,� ONE INCH Works Dept. IF NO. REVISION BY DATE APPR mPROvm. SCJU ACCORDINGLY B.B. ROADWAY RESTORATION NOTES O1 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. O2 CONTRACTOR SHALL REMOVE EXISTING SIDEWALK AND/OR CURB TO THE NEAREST JOINT, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL CEMENT CONCRETE CURB, GUTTER, AND/OR REPLACE SIDEWALK OR DRIVEWAY CUT IN KIND. 0 CONTRACTOR SHALL ADJUST UTILITY COVER TO GRADE. SEE CITY STANDARD DETAIL BR 36. ® CONTRACTOR SHALL RESTORE ALL CHANNELIZATION MARKINGS DISTURBED DURING CONSTRUCTION, INCLUDING STOP BARS, CROSSWALKS, LANE MARKER BUTTONS AND PAINT STRIPES, HYDRANT MARKERS, CHANNELIZATION ARROWS, AND ANY OTHER EXISTING CHANNELIZATION MARKERS LOCATED WITHIN THE LIMITS OF THE PROJECT. PAINT STRIPES SHALL BE REPLACED WITH BUTTONS WITH REFLECTORS. STOP BARS SHALL BE REPLACED WITH THERMOPLASTIC MATERIALS. COORDINATE WITH CITY INSPECTOR. O5 RESTORE PARKING SPACES TO MATCH EXISTING. © RESTORE PLANTING STRIP INCLUDING IRRIGATION SYSTEM, TOPSOIL, BEAUTY BARK, AND ALL SMALL PLANTS. OINSTALL NEW CURB RAMPS, TYPE 4. ® ALL PARKING AREAS USED BY THE CONTRACTOR OR AFFECTED BY CONSTRUCTION MAY NEED TO BE RESTORED BY GRINDING AND OVERLAYING. ALL STRIPING IN THE PARKING AREAS MAY NEED TO BE REPAINTED (SEE SHEET 12, AREAS A,B,C,F,G.) THE EXACT EXTENT OF OVERLAYING AND PAINTING WILL BE DETERMINED BY THE CITY AT THE END OF CONSTRUCTION. CLEAN AND TACK ALL ASPHALT EDGES PRIOR TO PAVING. SEAL ALL JOINTS AFTER PAVING WITH CSS-1 EMULSIFIED ASPHALT 12" MIN 6" MIN. COMPACTED THICKNESS ASPHALT TREATED BASE 6" CRUSHED SURFACING TOP COURSE COMPACTED BACKFILL 12" MIN o LO -MATCH EXISTING (2" MIN.) COMPACTED THICKNESS, HMA CLASS 1 /2" 12" 12" MIN I---I►-IMIN NOTES: FINAL ASPHALT PATCH MAY BE DIFFERENT THAN SHOWN. EXTENT OF PATCH SHALL BE APPROVED BY CITY INSPECTOR BEFORE FINAL SAWCUT. ANY EXISTING ASPHALT SHALL BE REMOVED BY GRINDING MACHINE BEFORE PLACING FINAL PATCH ASPHALT PAVEMENT REPAIR 1 NOT TO SCALE D-271108 RECOMMENDED FOR APPROVAL By: -Daniel Carey---- Dote:-4/9/07- BY: ---------------- Date r-------- Byr---------------- Dater-------- Byr---------------- Date:-------- EXISTINGPAVEMENT T"I-01-71100 DATE: RENTON VILLAGE STORM SYSTEM PROJECT R 07 PAGE: DRAWING No: RESTORATION PLAN SHM: 8 OF: 12