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HomeMy WebLinkAboutC4.1_Bingley Lane Plan V19 TSITE KEY 1"=500' 0 v u F w w LLI V) 2785 2780 2775 2770 2765 2760 2755 O CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. Q2 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. 03 NOT USED THIS SHEET. ® INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. O5 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. © INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. O7 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. ® INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TRUNCATED DOME PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED 'TRAFFIC YELLOW." O INSTALL MID -BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW." ® INSTALL PEDESTRIAN RAMP PER ISPWC SD-712C TYPE "C4" AND TRUNCATED DOME PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW." SEE SHEET C4.2 SEE SHEET C4.2 --- ---- --- ---- ---- ---- ---- - ---- ---- -- ---- --- ---- ---- -- ---- ---- - ---- ---- -- ---- ---- --- ---- -- M - W------- 16 nz 10 PVI STA=27+54.81 u LLJ N a EXISTING GROUND PA EL=2774.21- N ------- --------- --- ------------ LOW PT STA = 19+90.08 LOW PT EL = 2763.73 --- ------- --- --------- ----- ----- --------- --- --------- --------- ----------- ----- -- - -- ------------- ------ --------- ---- -� - -� W cai act------- PVI STA = 20+40.08 ---------_-_-_-__--------- - PVI EL = 2764.23 - ------ K = 252.43 - ---- --- LVC = 100.00' _ __ - - -------- --------- -- --- ------_ nNWJ��----� %m; %UW ----- ---------- 2.--0--0-- %rn ---- -. ------------------- -- --- --------- + - + N ----------- ------------ ------------------------ ------ ------------------- ----- ---------------------- -------------- --------- -------------------------- ------------------ ------------------------ ------------------ ---..M+ --------------------- rNJ WN--------- � J� 1.4% n CI -- W W_----------- N----�-- OD W m --------- ------------ ------------ W + OD > -- N a FINISHED GRADE Lu z a mc� d r? --- -------- 1.00%- - --- --- ----- --------- ------- ------ --------- - --rl ------- --------- -- --- --------- --------- --- ----------- ------- ------ --------- ------------- --------- ------------ --------- --- -------------- - -- --- ------ -------- ----- --------- ------- ------ - ------------------N N--------- --------- -- --- --------- --------- --- ----------- ------- ------ --------- ------------- --------- ------------ --------- --- -------------- --------- --------- ---- ----- ---------o ri ---------------- ----------- ----------------- - --------- ---------a NII --------- --------- ---- ----- --------- --------- ----- ------------- ----------------- ---------- - ----------------- ------------------ --------- --------- ----- ---------------- 1 w ---- 12" STORM ----a ----- - ----- ----- -- ----- ----- --- ----- --- ----- ----- -- ----- ----- -- ----- ----- --- ----- ---- ---- ----- -- -------- DRAIN CROSSING 16 6 m N a m o n n n n n n n n n n n n n n n n n N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 E BINGLEY LANE (PRIVATE) PLAN AND PROFILE STA. 1 9+00 TO 28+00 2785 2780 2775 2770 2765 2760 2755 0 25 50 100 150 HORIZONTAL SCALE: 1" = 50, VERTICAL SCALE: 1" = 5' /5\01AL �Fn���GENSFO �ti� 16970 11-12-21 C)OST�TF OF \OPT �E M. Gam/ YJ JW E >�o y C �N3 Ln 0 �o � co - x o m w -t- �c), O� am "o Ev u w a 0 O a u 0 0 w J w e DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 Z Z O Ln co M (/'1 Q Lu af m (A N Z Q J d Z Lu 2 Lu O Cd G Lu J LL d 0 Q Z Q J d Lu z J Lu J V z_ m CSW PROJECT NO, 19044 DRAWING DATE 11/12/2021 C4.1