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HomeMy WebLinkAboutS-297801N 0 0 M pU C, rc a r0. R CD 7- 0 N J CD M CD 0 C) z_ Q :U C) U W r�- C:) �LLJ 2 7- cn Q Z j Mw C� C j J Q U 2 Ld i I FOUND 3-11Y SOUARE II FOUND 3 -1/2' SOUARE CONCRETE NONUMENr WrM CONCRETE MONUMENTBRASS PLUG S.W. 1 0TH STREET WDN BRASS PLUG DOWN 0.6' W CASE / -LHIS SUMH DOWN 0.4' IN CASE - - 603.18' -- ! Tt .G. 992.`.92 93., (Fl 7' N 726'30 °E - {� - S 77'26'30 "W pt-- 5 (BASIS OF BEARNGS) - : - - SS -- - - -- - - - EXIST CI i A RLfI ON X(,Fj TAki SLWtft M/, © (k\ - - -- EXIST. SEWERMAIN --N DEPT. OF NATURAL - = ASPHALT TRANSITION MUST BE - 7 ._L..il 1 Ij Llka-SLrki RESOURCES WASTEWATER - GRA�ED _ TREATMENT DIVISION SS S S -; FOR PO_9111E B/S -- - -A+AN ---_- - -�5 / 332lF 6 D.I. ST PIE @ OSL =0.0200 MIN. - N irl q fc mm �mi7 EXCEi 5 .aW9993-- - - - TRANsn ON NEW ASPHALT INTO I10010 230. 2 NEW LANDSCAPING PER ARCH PLAN _ s / E - EXIST. SDMH T G. =99.32 /- I.E. =93.74 (W) SEWER 6'E 27' N_ T1'26 30', E I S SS - (n v EXIST PAVEMENT GRADE (TYP. I -y n USTEWART NEW STRIPING PER ) K t NUl NEW ASPHALT TO ARCH. PLAN COTYP40 MATCH EXIST. GRADE I.E =4 AND FOR POSITIVE < w / e SEEDETAIL 5 LF G Dl ST PPE - - SL -TO SL CB 4 d 06L=Q0200 MI i. EASY. C,0 % z a U / / CONNECT NEW CURB INTO LF 6' PVC ST PIPE NEW DYNAY011ETER. ' EXIST..:CURB (TYP.)OSl =0.0200 MN. 1 ; PIT SEE ARCEL A D 805 S.W. LOTH STREET, PLACE: EXPANSION JOINT Z�j *`�� riI` S�� p (Previously 900 SW 10th; ) / ATF NEW' AND O U) I LE =97.751 1 STRUCTUROOD AREA UNDER CANOPY �.�AM�A Ij1SPHALT TRANSITION 33 LF PVC SS PPE FFE (ASSUMED) = 100.00 sT ,MUST BE COLLECTED C.1 GSAD EDIFOR POSITIVE S THE TRENCH DRAT PAULETTE D. 11. 1 j 3 } t>� I / /SLOPE TO THE PROPOSED -0.0200 MIN. � s. � � i j/ 33 LF 6' PVC SS', P� I REPLACE OIL/WATER SEPARATOR V e I / I TRENCH DRAIN. - 0.0200 MIN. / / I _ 94L =00200 -YIN % dOSL- A/� o ' CONNECT INTO EX. T 'PLATE' ONTO EXIST. PIPE ar / I ;/I l o ,F €' �) CB w 9 P STORM PIPE FOR BUI 3 ".,. % - / G. 99.6 o AN CAN ROOFTOP''DFUNN I LE 97.9 QS1= 0.0200 10.020 25 LF 6 PVC ST PIE fi i� LOT 2 5­,297 7 JCSOI/t LO 1 i FOR CANOPY DRAIN tiE dos d016 do N EXIST. CB/1iw Y-Y7 " >A762 j 0 MI I / I = I.E. =96.52 E T.G a < ..: LE-9d. W4 NOTES: I. 1. CONTRACTOR TO SEAL JOINTS AT INTERFACE BETWEEN op I I I.E o�6J - - NEW AND EXIST. ASPHALT. i' DRIVE IA151 E �W oP- oP pn- J PARKING AREA PAVEMENT. 1 PAVEMENT SECTION 2 LF 6' - 7y oP- - PROPOSED ASPH TO IAATCH h F 2. VERIFY EXIST UTILITY LOCATIONS &INVERTS INTO EXIST. GRADE FOR PY { r ur 3 _SEEL AIL4 -� er�=np29p. - P - oPa oP - uY- - - 0.P - POSITIVE SLOPE TO EXCB - \ I / I.E =95.50 3. VERIFY DYNAMOMETER PIT DRAINAGE WITH PLUMBER. � C5 "- aTrtn�lrF rifts � � I � - _ _ �' /c ` - 93 LF TR DRAIN H TO * ' 0.,; 'I ' ' 4. GROUT SEAL CONNECTIONS INTO EXSDMH /1 AND EXCB /10 y r.� $ \ ADJUST 6 DI PIPE FROM DYNO PIT TO T _ACQ_DRAI - MODEL-NO oS100K:... oa'- °Y- �P OP TOY S -ioa00 - - - - - -- IT. LE =95 63 (OR EOUIV. - NEW ASPHALT GRADES TO 5. TRENCH DRAIN AS NEEDED. �• 3; 214' DEEP �w MATCH EXIST. CONDITIONS. 6. USE FERNCO COUPLING FOR TRANSITION BETWEEN D.I. C.O. PARKING AREA PAVEMENT SECTION roe 3 CREATE POSITIVE SLOPE TO SEE DETAIL ' k ° T H EXIST. DRAINAGE AND PVC STORM PIPE. -MATPATTERN. 0.P -05- - oP- oP - �- �;• -- 7. STORM PIPE SLOPE MUST BE A MINIMUM OF 2 PERCENT I, - - -- -- -- - - - -� _ TRENCH DRAIN TOP' ,.., GRADE MUST MATCH EXIST. amen �� -:. ! s i � _ CONDI (IONS. - -- - ' - MATCH EX]STIr,u. D!TC S 7726'30 "W O - -- - - - 2- -90-.5- 2' - - -; -� - -- 8. ALL PORTIONS OF THE DRAINAGE /SEWER SYSTEM WITHIN HA or or. " " INTERFACE OF NEW / THE BUILDING,. AS DEFINED IN ACCORDANCE WITH THE UPC FLI T -_ - - -- -- i_ ANU E7(IST ASPHALT __._.- L -,= _ - -- - - - -,_ L .' �'`., - (UNIFORM PLUMBING CODE) SHALL BE INSTALLED PER THE TYP : : UPC. A PLUMBING PERMIT IS' REQUIRED AND THE PLUMBING CONTRACTOR. FORMED BY A LICENSED d EXTRUDED CEMENT ROAD -- ' . "ucrtti� �_u "- INSTALLATION! HAS TO BE PER I.L ..I Jt,i UllLh METAL HANDRAIL Oil TOP -CURB PER KING / of a" CONCRETE WALL 9. TRENCH RESTORATION SHALL BE PER CITY OF RENTON n STD.,NO. 3 -002 (TYP.) , TRENCH RESTORATION AND OVERLAY REQUIREMENTS. p I i 10. ALL APPURTENANCES FOR DRAINAGE UNDER THE CANOPY TO THE CONNECTION WITH THE EXISTING N 77'26'30 "E S.W. GRADY WAY OIL /WATER SEPARATOR MUST BE INSTALLED BY A - - - - - - -- - - - - - - - - - LICENSED PLUMBER' AND PER THE UPC. A PLUMBING . PERMIT MUST BE ISSUED PRIOR TO CONSTRUCTION OF THIS AREA. OUTLETS MUST BE TRAPPED. TRAPS MUST RECOMMENDED BE VENTED. FOR APPROV 11 EXIST 42 CMP PIPES ARE CONVEYANCE PIPES FLOWING BY24'OZ WEST AND DISCHARGING INTO SPRINGBR00K CREEK. BY 12.EXISTING OIL WATER SEPARATOR SHALL BE SERVICED. BY o GRAPHIC SCALE r m a io 0 ( U 2= ee '. IN FEET ) is ExPrs 10 -7 CALL 48 HOURS BEFORE YOU, DIG o �F 1 -800 -424 5555 C 2 9 703 c 978 J,crN.yCrY� , ,. ...ZU42 �'� . SCANNED SDP) � F ;I �k�aF so-.. },.. 0.r.. . 7 �. I" !