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HomeMy WebLinkAboutR-396209NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON w rr Q U Q U n C/) z 0 z w rr m E 0 Co O I 0 N r7 0 N r) N 0 3 J n I rL' CD I Q U 7 m I Q U) 0) C 3 0 0 _T C E E 0 0 0 U V) 0 c rL' co i 0 N i c .3 0 0 , , , , , 0 — — _ SE 17OVD ST KEY MAP NOT TO SCALE 17+00 3� 398.45 jQR �F AVANA RIDGE SIDEWALK MATCH GRADES TO FRONTAGE IMPROVEMENTS EXISTING DRIVEWAY . . . . . . . . . . . . . . . . . . . . . . . . . . A SE 172ND STAND DRIVE A SCALE: 1" =10' Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center 7 Q o 0 MINIMUM 4'X4' LANDING NOT TO EXCEED 2% RUNNING OR CROSS SLOPE. ALL SIDEWALK FOR DESIGN RAMPS SHALL NOT EXCEED 7.5% WITH 01.5% MAX CROSS SLOPE FOR DESIGN. UNLESS OTHERWISE NOTED (SEE NOTE 7). 3. ALL SIDEWALKS SHALL NOT EXCEED 1.5% CROSS SLOPE. 4. SEE SHEET DT-04 FOR CURB RAMP DETAILS. 5. ALL CURB ELEVATION AT FLOWLINE UNLESS OTHERWISE NOTED. 6. GB: GRADE BREAK LP: LOW POINT HP: HIGH POINT SCALE: 1" = 10' 10, 0 10, 20' - — — — 7. WHERE PEDESTRIAN ACCESS ROUTES ARE CONTAINED WITHIN A STREET '--_- OR HIGHWAY RIGHT-OF-WAY, THE GRADE OF PEDESTRIAN ACCESS ROUTES DR/VEA �. . _ 1 ------------- ----- SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ---________ ADJACENT STREET OR HIGHWAY. WHERE PEDESTRIAN ACCESS ROUTES ARE _ NOT CONTAINED WITHIN A STREET OR HIGHWAY RIGHT-OF-WAY, THE GRADE OF PEDESTRIAN ACCESS ROUTES SHALL BE 5 PERCENT MAXIMUM. AG 2012, SECT. R30 . . 413.70. _(PROW ----------=-==-=-- ---- I . . . . . . . . . . . ........... -------__- 411.4 ......... 411.35 411.18 TC ........ .: >...:: : ............... ................ ' ............... >: , •. 410.68 FL . . . . . . . . . . . . . . . . . . . . . . . . CURB RETURN #1 I----- I ................ �.' .� t . ............. �........... ............ - STA 10+ 4.8 �. ' .................. R=30.0' 22.00' LT , . , , 410:55 FL ... ............... \ I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L=45.24' rn ;------r---- Lon . ..:-.:-:-:-,-.',.=;'- `:._ __"_:_`._::-`. -- -- ' . 411.00 TC. . . . . .� . . . . . . . . . . . . . . . . . . 410 77 4'10.50 ' FL . . ,410.95 +� i 4�0.6y 108TH A VE SE AND DRIVE A - ' SCALE: 1 =10 cn __ 1 �� .: 410.38J' MATCH GRADES TO EXISTING SIDEWALK 1 thANNIAMDCADV Surveying Engineering LDCIPlanning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.com --------------------- ...................... ..................... ..................... TOPOGRAPHIC DISCLAIMER TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER, 0 1 AS -BUILT DRAWINGS I MEV 12-13-18 NO. REVISION BY I DATE I APPR MATCH GRADES TO CONSTRU AVANA RIDGE SIDEWALK FRONTAGE IMPROVEMENTS AS-BUILT DRA WINGS N COMPLIANCE WITH CITY OF RENTON STANDARDS B SE 172ND ST AND 108TH AVE SE SCALE: 1" =10' SURVEYED: SCALE: DATE: LDC HORIZONTAL NQ ;M;1991 C RENTON SPEC/AL CARE COMMUNITY, LLC 04-08-17 DESIGNED: MEV AS NOTEDOR C T Y O R E N TO N RENTON SPECIAL CARE COMMUNITY FIELDBOOK: DRAWN: PAGE: NC 17033 108TH AVE SE, RENTON, WA 98055 DRAWING N0: ONE INCH DATU M CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept. DETAILED GRADING PLAN GR-02 IF NOT ONE INCH APPROVED: MEV SCALE ACCORDINGLY R-396209 SHEEP: 9OF: 23 00 Cfl N 0 0 I\ T �] N 0 0 T Q J T n