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HomeMy WebLinkAboutR-390605`C ) MI I I 0 W NOTE: SLOPE GROUND AT A MAXIMUM - SLOPE OF 4.1 UP TO 3 FEET FROM THE BACK OF SIDEWALK. \ `< 204 PN \° /o \ \ 3119900051 - _ ----ROW - - D Y \ MONTERRA A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG 05E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON W W N n ® / / ®�R5 Mw / 3 o m / EXISTING CURB / F ¢ F- / TO REMAIN. W o en cn =E \ / s S s s EXISTING 12" SEWER uNE / S 1+00� S17'54'57"W _ 1� ---CL - - - - } - -- -- - I - SUNSET BLVD (PUBLIC ROAD) \ I \ 1 \\ i \\ EXISTING WATER MAIN \ 8 w �"w w w w w w EXISTING 12" STORM LINE \ T"— cf)-Op-� / SD SD---------------SQ --------------------------SQ------- SD_---------------------- --- _ ---------- �iF' — — — — ' _ ' pP.:' OP OP Op C) 0� 1, Lu o l r EXISTING FIRE HYDRANT (SOUTHEAST CORNER OF THE INTERSECTION AT SUNSET BLVD NE AND NE 9TH ST) ±100' FROM SE CORNER OF SITE 220 CONSTRUCTION N S© CONSTRUCT SIDEWALK PER CITY STANDARD PLAN 102 ON SHEET C7. RC REPLACE CURB AND GUTTER PER STANDARD PLAN 103 ON SHEET C7. SC SAWCUT FULL DEPTH. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH SECTION 9-02.1(6) OF THE CURRENT WSDOT STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER THE EXISTING TO PROVIDE FOR A SEAL AT THE SAWCUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000OW 210 PAVING ASPHALT. CD REPLACE EXISTING DRIVEWAY ENTRANCE WITH A NEW CEMENT CONCRETE DRIVEWAY ENTRANCE WITH BUFFER PER CITY STANDARD PLAN 104.2 AND 104.4 ON SHEET C7. ® PROTECT EXISTING LIGHT POLE, AND CONSTRUCT THE SIDEWALK TO THE JUNCTION BOX AND LIGHT POLE EXISTING GRADE. THE CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FROM THE SIDEWALK TOWARDS SUNSET BLVD'S GUTTER LINE. PP PROTECT EXISTING UTILITY POLE DURING CONSTRUCTION. CONTRACTOR IS TO 200 COORDINATE WITH UTILITY POLE OWNER TO DETERMINE IF THE POLE SHALL BE ADJUSTED TO FINISHED GRADE. AR ADJUST TELEPHONE RISER TO FINISHED GRADE. RS REMOVE SIDEWALK BEHIND EXISTING CURB AND GUTTER. DATUM ELEV 195.00 RM REMOVE EXISTING WATER METER. a, RT REMOVE EXISTING TREE. O EXISTING FIRE HYDRANT (ALONG WESTSIDE OF 10 0 5 10 20 ABERDEEN AVE NE) t123' FROM NE CORNER OF SITE 1 inch = 10 feet. j J 1 1'7 GENERAL NOTES 1%� _ D o� I - _ „ ALL U11LIlIES SERVING THE SITE ARE TO BE UNDERGROUND. O j`N \ ° \� PN 8128650000 / \ / O S i L. EXISTING EAST RIDGE \'� \ �'.' - �\ ° do APARTMENT SIGN 15 LLI --------- I I i �� 10L�L�i w c� o �`' O o Lu i) SC RC I � / ►/ ��� \\ �� z I /I 5 S / EXISTING TRAFFIC LIGHT POLE O ° PROPO. 2+00 2+20 D -CL - o o Y 9=) ¢ . c� RT a EXISTING CHANNELIZA11ON � \ `o D °a' I - MARKINGS - \ F9 _ PROPOSED D- w �� w w w w w w w SIDEWALK / I \ -EXISTING R.O.W. \ OP \ --------------------------------SD SD SD \ \-------------------------------------- --- _ =-_=_______________________________________---------�--- n _ \ - - 5' EXISTING SI EWAU(� %o CITY OF REATOR PN 0823059007 STA. 1 +50.00= C/L INT. SUNSET BLVD & ABERDEEN AVE NE � J o o -H Go Z M C.D I - PO F— J z Q W N ®� U 44 ® FINISHED GRADE @ m + N v �� _ U J Q w 57< RIGHT GUTTER LINE o m � �+= w I� uj cn uj ca 4.94% EXISTING 99LF 12" STORM @ 4. _ - - - - - EXISTING 8" WATER MAIN l�Lj1TZ _ - - - - - - - - - - - - ------------ EXISTING 195LF 12" SS @ 0.46% - - - - - - - - - - - - EX. CB TYPE 1 STA. 1+20.53;19.20'RT IE 12" CONC S=206.42 IE 12" CONC N=206.42 � � O N O O CV N N N N N N N N 1+00 1+50 SUNSET BLVD. STA:1+00.00 TO STA:2+20.00 1" =10' HORZ. 1" = 5' VERT, 2+00 [o] X. CB TYPE 1 TA. 2+19.13;19.01'RT IM=213.19 12" CONC S=210.74 12" CONC N=201.94 EXISTING 1.5' WIDE CURB AND GUTTER - ---ROW EXISTING CURB -/ / TO REMAIN. SOUTH SIDEWALKII HORIZONTAL: 1"=5' O 0 W W f T T •- O O T O o6 N N N N � co T o o> 1 � O T T O O v� cn cn cn cn a o o a a U W (f) Z W � 07 z W � (7 z W :�i o w Q 2 U :E �F OU 0 J 0 z w 0 z W 0 z W U) 3: W o U) T LL O m LL O m LL O m � U U r I— U W > W m W W OC W z ti R.O.W. Wit► � '� c sQ2 �IONAL 11 Mot oU � I' v .., . m moo® U MO MO U ® ® a ® ® N N Z� W ® N N J �Y M a F THE RVEYED I THIS . \ . �.Q ,,`L�i DENT \ F� L S\pEw�`1!� FO A R ANY 5. 0% 5 E i D L HORIZONTAL: 1 "=5' EXISTING 1.5' WIDE CURB AND GUTTER PROPOSED PROPOSED VARIES LANE LANE PLAN SIDEWALK ' (t10') VARIES (f18') VARIES (f18') VARIES (f8') 8' J L> y I ~I o A� X w I� IZ i� Np 0- 0 X w Of � J NOTE: SLOPE GROUND AT A J ET LV IO MAXIMUM SLOPE OF 4:1 UP TOIT 3 FEET FROM THE BACK OF SIDEWALK. L0 0 uj OC Q 0 z W Cc 0 0 o_ 0 Q I1L as F f-- 0 T ROW o z DEDICATION o 0 gDTH VARIES a` U (FROM 0.0' TO11.43') Designed: DPS Drawn: MRL Checked: DPS Scale: 1"=10' Date: 03.29.17 Job No.: 14038 Sheet No.: 6 of 14 Sheets R-390605