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HomeMy WebLinkAboutD-271108Is I• w a w v= N 00 N I SEE BAN ' 2 PROTECTION 9 DETAIL SEE J -HOPK 1 DETAIL 9 STORM DRAIN OUT ET 8 "DI SE IE =2.24 ems\ STORM DRAIN 'OUTLET. 18 "CONC NW IE -32 IZ N ,w I TEMPORARY CONTRACTOR STAGING AREA \ / SCALE: 1 "- 0' \ 2Q _'21 �� / AN[( OVERLAY I� / ci I � N c� > I , N I 0 r� N i 0 C' N2 0 I 12 O? I S MH RI EL =31.59 122 N IE OUT =22.59 12' S IE IN =22.49 m / I Z_ POTENTIAL GRIND / ALL DAMAGED PAR NG AREAS �2 2 �6' 2s C3 y O nn / 0% -� PRO DE TE ORARY FENCING zXISTING CATCH SIN 2 EL= 25.51 / D J / O TOP 0 TER�22.06 --i 26 n - O ; IE =17.64 { TY) BH 1 EC00 E OGY ° _,,._.._....- -:- '. °. °- °- °. ...._"°:°:•:-:- : : :::::::.:. :. :. :� :•:�:- : -:�.•: �.:;•: : °: � � . . . . . .... . . x._.:.26: �o - Z _- = _ - . . =:= 26.5 F T 1 `EX : L _ /; ::::: . S :TQ M -:D: IN: U ' _ l o Sao 4 8 C P- :S: I° - J . ° - - . • -�� . � � / RESTORE :o o : �: ;N• . 2: ' :.. _ .:.: : FL : \: CURB_ (� : � \ / GRADE r ATCH TO DRAIN 8 CONNECt WITH \/ URB AS ALT PATCH TO AC ESS RISER #1 / %\ 0 2 1 oyp EXISTIN CURB / RE OR C / \ AND OVERLAY \ 12 M2 1 0� LIGHT OLE _/ \ 12" - S >- - - - TREES / \ \ \ \ I p / CAT H BASIN / o / RIM L =26.77 Sod 3 12" MP S IE =25.37 cl \ \ \ \ \ Q \ \ STO D AIN OUTLET O \ \ 0 0 1 "C P IE =25.24 Q) 2 BH -7 \ SSMH SSMH _i c 0) z i 9 96" CATCH BASIN gZ - 8" NW I IE =17.91 8 8" N IE =17.91 2 2 / / / i 4 42 "CC N NE IE -20.92 8" SW I IE =17.91 8 8" SW IE =17.91 b b / / 42 "CC S SW IE -20.88 / i 48 "CC S SE IE =20.84 CATCH B BASIN i i i 11 B RIM EL =28.60 144 V CATCH 6 "PVC NE IE =27.30 _CATCH BASIN G BRIM E -29.48 RIM EL =25.21 - 4 C NW IE =20.73 BACK -UP POWER-- 6 "DI E IE =24.01 \ , 2 "CC E IE -20.92 SSMH -. GENERATOR , CC CATCH BASIN SSMH RIM EL =29 _ - .19 ------- - - - - -- RIM EL =27.41 RIM EL =28.45 - 18" E &W IE -16.45 SCALE: 1"=20' 18" E &W IE =16.89 GAS METER 5 , , -�- _ 2 4 "PVC N IE =25.51 _ 8" NE IE =17.44 WITH BOLLARDS b i 4 "PVC E IE -24.01 12" S IE -16.95 2 POTENTIAL GRIND >> 6" NE IE -17.75 X" N IE- i /� / � :: � - � � - � � - � .. -�• -_ AND OVERLAY 8 S IE =23.41 - I SURVEY CONTROL 6" NW IE =17.75 o RIM E 29.63 APT.# 1031 i 2 cT. N =174 6?� 8 EX. 8" DDCVA vaUL E IN VAULT �" 6� X. 8 "W FIRE SPRINKLER N E= 1299�?�41 3 .."." - • - - ........ 32 -- 4PAC ' - 1 EX. 1.5" 29 T T 12"W ( METER (PLAN WW -2114) W DI _W� -- - - W �� i i . .. 2� i 6 - �� g" SPHALT PATCHY SURVEY CONTROL 8" AND OVERLAY �i� ...-.__._... I -� 18" SS �, :.:1" PT.# 104 I 18 - N= 174301.57 2 �i -• • • ... :: - . ....".".. . - .. > E= 1299251.32 I _. i .... ... :.:.2:..:.:.:. ".. "._..:..:._ . ... O� 18" E &W IE- 9.5 :: _ .... ....... .. ... i - - .- TV ................. - ZS . .. / _3L .... 7 VAUL v x -� 322- _-- _ - -.TG _ CATCH BASIN �. _ _ _ T - �v= T - RIM EL =27.19 .,..�.."..."..... /. -Box j E 31 w 6„ T 8 N IE -21.94 \...... :2:.. . / 6 Z / SPRINKLER �\ 8" S IE =21.94 8 6 VALVES AD `= c �o - _ z x RESTORE CURBi � � RES ORE CURB AS NEE ED AND SIDEWALK - � WATE VAULT X DNP� i• . co 1 i i ATCHLINE - STA 12 +60 goal - mlaw CONSULTING ENGINEERS 701 DEXTER AVEMJE MRTH SWE 200 SEATTLE, VASHQi M 96409 284-0960 0 CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING IN KIND. ALL GRASSED AREAS SHALL BE REPLACED WITH SOD. 22 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. 23 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. O RESTORE PARKING SPACES TO MATCH EXISTING. © RESTORE PLANTING STRIP INCLUDING IRRIGATION SYSTEM, TOPSOIL, BEAUTY BARK, AND ALL SMALL PLANTS. 27 INSTALL 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" 12" MIN I"- -'-"i M N 6" MIN. COMPACTED --� THICKNESS ASPHALT TREATED BASE 6" CRUSHED SURFACING TOP COURSE COMPACTED BACKFILL -MATCH EXISTING (2" MIN.) COMPACTED THICKNESS, HMA CLASS 1/2" 12" 12" MIN F ---H --I MIN o 8 EXISTING PAVEMENT 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 - p- 271108 RECOMMENDED FOR APPROVAL By -- Daniel Carey - - -- Date :- 4/9/07- By----------------- Dater------ - By'---------- - - - - -- Dater------ - By: ---------------- Dater- - - - - -- 2- 21108 DAs: 4/6/07 RENTON VILLAGE STORM SYSTEM PROJECT Fluos": PAGE: RESTORATION PLAN 8 ­ 12 �O b x > � 1 o �N t� N t=i �