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CC - Bingley Drive Plan KEYNOTES �E s Fes% 1Q SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO Q�� � ��p O PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 6970 a_ O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD 11-12-21 SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". FOF\9 Q� O3 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 1 FOOT SUMP. 'Q7iy�E M.GAP Ln L_u ® INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II O BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. N Y t�5 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE O EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM wWITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. J 11 I o � N © INSTALL STOP SIGN (R1-1) AND STREET NAME SIGN (ACHD TS-1109) INSTALLED PER �++ u SITE KEY ACHD SD-1 114. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD > D v STANDARDS. CUSTOM FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS o w 1"=500' NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED N o M O BY ACHD IS PROHIBITED. I'D 00 a, X O Q7 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. m wicn ® INSTALL 25 MPH SPEED LIMIT SIGN (MUTCD R2-1). a m N 0 Ld w 0 INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7R) AND OBJECT MARKER ro z (OM1-1). 0, W U n A I �� w I BLOCKI w - - - - < � _ O Q (n A w 1 W 16 Jo ZoC5 %Q o� Lu oz o� �o o) cow � �o—o- - - -r'�- - - �'° � ~_ e - ------o----�,`n'.^ �`Xo. �� �h M� N - - �'Oo mac, ^ ACHD SEEPAGE BED #1 0 N° N N 1h �•� X°��—.-----A--------� .fix-----_ �� (n ��0 Y. 7 Z o � N ^h •'�='ham � r�ll 2g 10 o 00-11J ® 12+00 0 13+00 ,�O ,\O U - — — q m — — — + oo — i — —��~ 14+09 0 O \ \ ti - 'n o E BINGLEY DRIVE (PUBLIC) -► jm - 3 Q ~ g 0 00ems, o R__N 600- \ g\c \ za �A �'� s 02 --- _X � - -- 1. °g c)w ', c , 9c ry O x CL 0 p J Q w BLOCK 2 It 3: 1 I I I M \ G Mco Q�� \ z \ �p ILAo r 0 25 50 100 150 c 3 A2lrol-ro hr HORIZONTAL SCALE: 1" = 50' L` I \ �gk 4 w VERTICAL SCALE: 1" = 5' A \ \ , O I � � w \ \��\ � ��Op 2 / �` •NG O w I \ \ \ \ 45 \ 2 2�61akg24 \ DESIGNED: C. GRAHAM ,kgo•� �G 2 DRAWN: C. GRAHAM cwn ^ I \2`0�3 \ \ CHECKED: C. GRAHAM L CL w W 1ak1pp R 2 9'`00 \ APPROVED: C. GRAHAM I �8 s O n 2�6,9 \ 2 4 N-' u PREPARED FOR: o w a ^ 5 '�����2pX w G 2 0 L LC � I un �w I d co N L\�'\ � Op 2 PO BOX 593 Lo Ci Lo w I w I co ° 4 6 `� \ � w EAGLE, ID 83616 I N ` \, Ln Q 2775 2775 U J --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- ------ ---------- ---------- U) Y F 0 --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- ----------------------------- -- r,� ---------- Ld w 2770 cn ir 2770 w N Lo co --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- ----------------------------------------------------------------- --------------------- --------------------- - J t0Ld + N Iw- r — --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ --------------------- ---------------- U N--------------00 tD N 0_' . -------------------- ---- + � I� 0 i w LOW PT STA = 14+26.97 n co II N � � w z O PVI STAOW PT EI- 14+574 00 Q N w ? w.Z 2765 - 11 w > > w 2765 o o PVI EL = 207054.60 --------------------------------------------------- --------------------- --------------------- ---- m w a >J/ o o m z z Q W 0_ w v o o 'n > S i ----------- a o to m ---cm m --------- ----- LVC = 100.00' ------------------------------------------- --------------------- - O o o m co * o_ 5090 J 0 Z o+ Lo + ( Q+ ,cn° oo Ln oo 1.50% (/� Q o ,n n \ z w w _ � C) Q c l II N Q I I o Ln o cn / ~ 2760 o z N w 1 w N N / 2760 - Z Q - N w _ FINISHED GRADE II II LJJ J w J j > > ----------- II J II J ------------------ ---------------- 00°fo I CC � c� m o_ o_ > > o_ o_ cD w �w 2• � 12" STORM m G z ------------ m a- ----- ----------------------------------- ------------------------------ --------------------- ---------------- ---- > ---------------- --------------------- > ------------- -------- --------------------- ---------i--- --- --------------------- ------------- ---------- W m w �� DRAIN CROSSING D W --------------------- ------- Ln 0'�� - - ----- --------------------- -------------------------------------------- --2 ---------- ----------------- ---------------------- -------------- ---------- 2. -------------------- -- . --- ---- --0.50%---- ------ ------------ ------------- Q ---------------------------- -- ------------------ --------------------- z 2755 M^ 2755 Q Ce -------------- O r) rn ---------- -------- --- --- ------------------------------------------- --------------------- -------- C — o,n------X- `----- ---------------------------------------------------------------_ -- __ — -- -------- ___ �- W +cp — —————— ————————————— 00 _—_ L _ 0 ----------- cOc�1 ---------------- � -------------- -------------------- -------------- 4- ------------------- ��------------ ----------- ---- --- ------------------------------------------- --------------------- ----------�n ~ II c^.i N`n _ - ---- w EXISTING GROUND - v ----------------- o_ II------------------ +r -------- ---------- ---------------- ---- -- -- -- ------------------------------------------- --------------------- ---------- w----------------------------------------------------------------- --------------------- J m J n N —J -------- ----— W------------------- ------------------------------------------------------------------ --------------------- --------- it J -------------------------- --------------- ----- ------------- --- ------------------------- ----------------------- --------------------- -------- ---- -------------------------------------------- --------------------- -------- 12" STORM Y 2750 U W DRAIN CROSSING 2750 V) z O -------------------- ----------------------------------------------------------------- --------------------- ---------------- ------------------------------------------------------- --------------------- ------------ ---- ------------------------------------------- --------------------- --- -------------------- -------------------- ----------------------------------------------------------------- --------------------- ----------------- ---------------------------------------------- --------------------- -------------------- ------------------------------------------- --------------------- ---------- m w cn -------------------- -------------------- ----------------------------------------------------------------- --------------------- ------ ------------------------- --- --------------------- --------------------- ---- ----------------------------------------------------- --------------------- -------------------- ------------------------------------------------------ ---- ---------- >_ 2745 2745 U M M N M CO 00 iA M CO 00 iA M M 00 iA d t0 O) O) n i-. n t0 to I� to a0 to i-. to I� to O M o t0 M io io io �O M M d 1O 00 O 1O O) M uo () aD N t0 O) d N d 00 d d d 00 d d n d d 10 <C <C n <C n (C n <C n Uo d Lo M Lo ") io N d N d Lo N <C N n d a0 <C 0> 0> O d N co N to to to to to to to to to to to to to to to io to Wo to to to to to to to to to to to to to to t0 �O to to to to N n n 0 N Nn Nn Nn Nn Nn Nn Nn Nn Nn Nn Nn Nn Nn Nn Nn Nn Nn n N N CSW PROJECT NO. 19044 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 DRAWING DATE 11/12/2021 E BINGLEY DRIVE (PUBLIC) PLAN AND PROFILE O `-' STA. 10+00 TO 19+00 0 C4m0