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HomeMy WebLinkAboutR-420018C) i O 0 U-1 z U-1 73 I- rr a n a U-1 w a L;j a Z J U- 110F " \ \ �FG: 31.E PROPOSED CENTER OF BUS SHELTER FOUNDATIONN C7.40 STA:11 +04.50, 40.59' LT' \ 5 (GH) P(OH) P(OH) P(OH) P( ) P(O,., 6 a 1(0 P(OH) - 'Pi 8C C7 30 PROPOSED SIDEWALK �\ �F FG: 31 10+00 Know what's below. Call before you dig. CURB ANQ GUTTER N 175758.14 E 1300554.78 L \ TC:31.26- ( --FL: 30.76 . FG: 30.81Y oFG 31.07- W - FL: 30.8�3� w. o � -,�o�� �� � � W CB# 1 DRIVEWAY CIL TC: 31.04 I N STA:11+51.18, 29.89' LT-L NOSE CURB FL: 30.88-'n- I` FG: 30.93 t � / o ��ctis ply cs 111 +00 rn 00) 8•• '8� 04" P/ 0O - !�•• °G Spy sx pr c y 31 0 Se le �Lc�LF�lFF``��8� �s T(UG) �i• -SD -SD - SD 35 0 25 20 EXISTING GRADE AT FLOW LINE EXISTING GRADE AT CENTERLINE 2/1�15TA: 20+00 NEW CROSSWALK STRIPING 7'5954,0 �� 1'39.0 ,91.71 CB# 4, 48" TYPE 2 STA 11 +83.21, 28.74' LT RIM: 30.73 IE: 26.35 24" (W) IE: 26.92 24" (SE) IE: 26.35 24" (NE) %� / ----------�-� �--� CB# 2, 48" TYPE 2 STA 12+88.86, 28.54' LT RIM: 30.49 IE: 26.68 24" (SW) IE: 26.68 24" (NE) rX X X X �' /,' LEGEND X �° , `off' -- -- X X /� /`' �' �� �p FIG. FL TIC P OR X� -XXX- - NEW CROSSWALK 2 6 XXX STRIPING (TYP.) C7.40 �Tr XXX �X�v A� \ �e gtilF TF Oo �op`� _ . 2 oT S. S. GR I T�'y� (PUBLIC I 00,o c s, 0/0 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET CB# 3, 48" TYPE 2 C13# 1, 60" TYPE 2 TA 11+97.19, 28.5 ' LT pgOpOSFn CgAnF S RIM: IE: A 13+19.97, 39.75' LT RIM: 30.63 IE: 26.40 24" (NE) AT FLOWLINE 30.19 26.78 18" (E) (EXI T) IE: 26.40 24" (SW) IE: IE: 26.78 24" (SW) STA: 2+40.50 26.78 12" (N) CONNECT TO EX. CB IELEV 30.85 ------------ APPROX. L CATION OF 18" W TER @ WATE R CL. 191 LF 24" CPEP @ 0.3 % 10" WATER " o 14 LF 24" CPEP @ 0.36% PROPOSED - 18" WATER CENTERLINE EXISTING GRADE AT EXISTING FLOWLINE PROPOSED PROPOSED GRADE PROPOSE FLOW WATER @ 1 OnAT STORM STORM CROSSING LINE w � 00 CD N�jM (D C0 IL w� 00 rn"t r70 (D C0 w� o MM 0 C0 w� CD 00 OM 0 C0 w� 0) (0 OM 0 0(D wLL Lo r- ror:) C0 wLL � (0 IOM 0 C0 wL 000 co M0 0 C0 wLL d � Ojo 0 C0 wLL CN C0C7 w 0 (D(D LL w LL 11+00 SOUTH GRADY WAY PROFILE SCALE: 1 "=20' H 1 "=10 V _.1GLAS G T' ■ CNilEginews 0511212022 1 1 SguctumlErgineem _ LarMscapeArohdects Community Planners 1 © LarM3orveyas Neighbors T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 2R267.2425 TEL 11+50 12+00 1 PERMIT REVISION JN 3/18/22 2 PERMIT REVISION JN 4/25/22 3 PERMIT REVISION JN 5/12/22 REVISION BY I DATE 12+50 DT SURVEYED: T.L. DT DESIGNED: J.N. DT DRAWN: J.N. CHECKED: DT AP P R I APPROVED: 13+00 SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 13+50 35 25 20 (% CITY OF q�j vulv RENTON Planning/Building/Public Works Dept. EXISTING GRADE ELEVATION FINISHED GRADE ELEVATION FLOW LINE ELEVATION TOP OF CURB ELEVATION GRADE/SLOPE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR RIGHT-OF-WAY/PROPERTY LINE CENTERLINE CONCRETE CURB AND GUTTER 2 C7.30 ASPHALT PAVEMENT - STANDARD DUTY ASPHALT PAVEMENT - HEAVY DUTY CEMENT CONCRETE - STANDARD 3 DUTY C7.30 CEMENT CONCRETE - HEAVY DUTY HMA CL�' PG 64-22, MATCH EXISTING THICKNESS, NO LESS THAN 4-INCHES. 6-INCHES CRUSHED SURFACING TOP COURSE. 2" GRIND AND OVERLAY, HMA+ ' PG 64-22. GRINDING NOT REQUIRED AT FULL DEPTH REPLACEMENT AREAS. FOR ALL PLANTINGS, SEE LANDSCAPING PLAN KEYNOTES OSTREET LIGHTING AND CONDUITS PER TRAFFIC PLAN. 4)PEDESTRIAN PUSH BUTTON AND ASSOCIATED APPURTENANCES PER TRAFFIC PLAN. 03 BOREHOLE PER PSE PLAN. OPOWER CONDUIT (SHOWN FOR REFERENCE ONLY), FOR UNDER -GROUNDING OF POWER, SEE PSE PLAN. 4)SEE PSE PLAN FOR POLE RELOCATION AND ALL OTHER POWER APPURTENANCES, SHOWN FOR REFERENCE ONLY. CURB RETURN TABLE NUMBER STATION OFFSET ELEVATION DESCRIPTION 1 20+11.99 28.21' LTT 30.50 PC, R = 50.5' 2 20+33.84 15.08' LTT 30.26 M I D 3 20+59.31 14.30' LTT 30.02 PT 4 20+67.68 16.21' LTT 29.94 PC, R = 211.5' 5 20+91.05 20.17' LTT 29.73 M I D 6 21+14.71 21.50' LTT 29.60 PT 7 20+79.80 38.75' RTT 30.76 PC, R=10' 8 20+77.96 28.04' RTT 30.56 M I D 9 20+86.96 21.97' RTT 30.07 PT U ►M'1 H T a J H H R-420018 IU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ z LU DEVELOPMENT ENGINEERING � �' JChavez 05/17/2022 ~ WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMIT GRADY WAY AVENUE S. ROAD AND PAVING PLAN a n a 0 W = DATE. 03/18/2022 FIELDBOOK: U) PAGE DRAWING NO: C/ .00 a SHEET: OF: 27 46