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C4.1_Bingley Lane Plan V1
APPROVED 05M2122 J U !r U J J SITE KEY 1"=500' 0 v u Lu w w 2 N uj 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 a5 J PVI STA=27+54.81 u Ld 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'- --- ---- --- --On ---- --_%rn ---- - ---- ---- ---- -------_---- -- ---- ---- - ---- ---- --- ---- --- ---- 2.00%-- -MM ------- ----_--- ------ --------- -- --- ---------O+i --------------- ----------- O --�---�---- - - - - ------------ --------- -- --- --------- --------- --- ----------- ------- ------ --- ------------- --------- ------------ --------- --- -- ----------- W N J p N il J 1.40%< ^ cI N J N II W _ - U W d W 1n OND,p W --------- -- --- ---1 ------ m -� �- ---- --------- W ------- ------ --------- ------------ --------- -- --- --------- -- ----------- ------- --- --------- ------------- --------- ------------ --------- --- --.W ----------- 0+ Q --------- -- -- -� `-� -------- ----- ------- ------- ------ --------- ------------ -------- --------- --------- --- ----------- ------- - --------- ------------- --------- ------------ --------- --- -------------- N a FINISHED GRADE w z a m d r? - -- --- ------ -------- ----- --------- ------- ------ - -----------------.N i--------- --------- -- --- --------- --------- --- ----------- ------- ------ --------- ------------- --------- ------------ --------- --- -------------- -- t --------- ---- ----- ---------0 n ---------------- ----------- ------- ------ - -----------------.r w--------- --------- -- --- --------- --------- --- ----------- ------- ------ --------- ------------- --------- ------------ --------- --- - -- -----------IL ---------------r---- -- �� W ---- ---- ---- - ---- ---- -- ---- --- ---- ---- -- ---- ---- - ---- ---- -- ---- ---- --- ---- --------- ---- 12" STORM ----a ----- - ----- ----- -- ----- ----- --- ----- --- ----- ----- -- ----- ----- -- ----- ----- --- ----- ---- ---- ----- -- -------- DRAIN CROSSING m N a m m '� a 'r°i o n 4 4 4 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. 19+00 TO 28+00 2785 2780 2775 2770 2765 2760 2755 0 25 50 100 150 HORIZONTAL SCALE: 1" = 50, VERTICAL SCALE: 1" = 5' W a 0 O a u N JW� E m c �N 3 Ln 0 ^ v N cc)o� cri� X 0 O rn c 3� Q Ld a O u 0 @1 r� coE r m rn u w J w C5 Z W DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 1n I� lA O O z N � z 0 Q > ~ Z M� W J W ^ I..I..I I.. - N > W �z O Z Q ol:ff Q W a J co 1..1 J � J V Z m CSW PROJECT NO. 19044 DRAWING DATE 11/12/2021 C4.1