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HomeMy WebLinkAboutC4.0_Bingley Drive Plan V10 w m 0 a J C) U N 9 2775 2770 2765 2760 2755 2750 2745 TSITE KEY 1"=500' KEYNOTES LJ SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". O3 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 1 FOOT SUMP. ® INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 05 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED 'THIS ROAD TO BE EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. © INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. 07 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. ® INSTALL 25 MPH SPEED LIMIT SIGN (MUTCD R2-1). 09 INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7R) AND OBJECT MARKER (OM1-1). w ---- -- Lo v In ' W 00 LOW PT STA = 14+26.97 r N.. co m t0 I� w ¢ N II a ----- --__ LOW PT EL = 2754.80 it N.. ¢ N wz _. PIM 0 z P EL = 2754 60 v~ Lua 5 5 a m ------- g o o K = 40.01 _ _.. _a ate..... _. 6 � ..... LVC = 100.00' a a i� h.50% o o ¢oNo+� +� c Ln 1.50� _ N w>> (n w 5 5 a FINISHED GRADE p tiW ° p tiW 2.00� _ cam a a > >_ a a > > 12" STORM _ a m Lu DRAIN CROSSING _ 2.20% _ -0.509; Lon --- -_ --- ---- 00 -'---_ -oN al --_ -- --- rw EXISTING GROUND _ Ld v w 12" STORM a DRAIN CROSSING _ rI N vI vI M n N n M n N n a M n N M n N m o H < n N H M n N n irI H M n N^ < N N N N N< N m n N a H n N a m N n N a a n N s m n N a n N a n n N^ a a N n 16 N m N n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 E BINGLEY DRIVE (PUBLIC) PLAN AND PROFILE STA. 1 0+00 TO 1 9+00 2775 2770 2765 2760 2755 2750 2745 v w LLI Lu LA 0 25 50 100 150 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' /5\01AL �Fn���GENSFO �ti� � YYI 16970 S 11-12-21 T�TFOF\OP�,�.P� E M. Gam/ YJ JW E C LlN3CY)r O00 1- Q)rl X O m w am V O Ev u U 3 0 x a I a a 0 z O 0 a I U u U � a N 0 o rn Lii a z w e DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 Lu J r L ILL Z N O a O J Z Q > Z M L-1) 11V W Lu > 0 J Lu > Q L m (/i � 0 } Lu J z m CSW PROJECT NO, 19044 DRAWING DATE 11/12/2021 C4.0