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CC - Bingley Lane Plan KEYNOTES N .0< �GE S m ao zo 10 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. ( � 16970 a_ 20 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. 11-12-21 J 03 NOT USED THIS SHEET. n� �TF OF ® INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. /ENE MLn C'�P 0 25 50 100 150 0 INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II O BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVEcn 'n J RED/WHITE DIAGONAL DECALS. HORIZONTAL SCALE: 1" = 50' N Y o © INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES SHALL BE VERTICAL SCALE: 1" = 5' 0 THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. J W E O7 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. ` D o J N SITE KEY ® INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TRUNCATED DOME PANEL PER L U 1"=500' ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC �+�+�y m o a) N LL_ YELLOW." u in 0 r'`) � � 0 � 00 �M �D Og INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME XO PANEL PER ACHD SD-712cf) . DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED m LLi c "TRAFFIC YELLOW." - u0 d m ! w ® INSTALL PEDESTRIAN RAMP PER ISPWC SD-712C TYPE "C4" AND TRUNCATED DOME w PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED L w "TRAFFIC YELLOW." 0 0) SEE SHEET C4.2cn +� a_ 5 00 w 6 > LoJ _ N Lo to O tO +(o 5 Lu co N 5 SEEPAGE BED #2P I ° cn o z / 8 '� O w \ Z 1a ` 4 �G I N 00 �oj0 W / 79� 00 N ti16 6�1�x 0 / 8 o ®O 95 h r z O 0rol) xa�o BLOCK 3 0 Z 19 V6 19xg9 4 \ 3 ,�O?Bj C) uu `LG00 x — hti h� �Sx �� o 60� � ��R N S j� I z 6+ 0 0 x 2 8 Ld �� R,SO\��2ifoo ti� titi �� �y"' �� 0 to to in Ti 00 0 r + i- W - 22+00 0 23+00 24+00 o pp 25+00 26+00 o cliQ \ rns E BINGLEY LANE (PVT) 0 00 �--�Co m 4 I o Lt_ \ moo __--_ -- 2�ss 2,s� a� G 8 -19 w 0 0 �� _ -------�� �8' -- -------�� ?8 --- ------------------x�y0' co �� Lu c, N �G —'S�o - - -x'S�� - - - - - - tihti� �� �� �v --� ---- - --------- y`ti� - U DESIGNED: C. GRAHAM u 2 H ? ti �" .•` O• co N x �rO to O ti �^ N Q - - - �� �� DRAWN: C. GRAHAM 00 cn W ti N ^/� Oj`l�� �G OtU Li x GO Ln wN N u ti�kh�ko`O CHECKED: C. GRAHAM `L APPROVED: C. GRAHAM zo BLOCK 3 o I 103 102 l PREPARED FOR: 0 _ G20 LLC m PO BOX 593 SEE SHEET C4.2 EAGLE, ID 83616 z a 2785 2785 U J (n ---------- --------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ --------- -------- Y O W Z 2780 ^ J 2780 W �, r- w J ---------- --------------------- ------------------------------------------------------------------ --------------------- ------------------------------------------------------------------ --------------------- --------------------- ------------------------------------------------------------------ --------------------- -------------------------- PVI STA=27+54.81- II N a ------- EXISTING GROUND a II 0 r— PVI EL=2774.21 N w � 0 LOW PT STA = 19+90.08 ------ - _ c0 ---------- --------------------- ---------------------- ---------- ---------- - - --- ------------- - - --------- - ------------- LL LOW PT EL - 2763.73 ------ -__- -_-.-- -a >c� 0 O ---------- -------------------- ------------------ PVI STA = 20+40.08 ----- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- ------------ _ z ce PVI EL = 2764.23 _- - -- V) CL 2775 K = 252.43 2775 wLVC = 100.00 ----- ---------------------------------- --------------------- --------------------- ------------------------------ ------------ -- --- -- -------------- O ------- -------------------- -------- ------ ------------------- ------------------------------------------ __------ -- --------------------- ------------------------------------------- --------------------- --------------------- ------------------ ---- _ o� - orn ___ - --2.00%-- M J z ------- -------------------- -------------- 0V) ------ --------------o�- --------------------- ------------------- _---- --------------- --------------------- --------------------- ------------------------------------------- -------- ------------ ----------------- ------- � Q a)co rnco ____-- - �� \ w +� +04 __ +,� _ W �N oN04 ^N 2770 : cl�N L)w ____ w 1,40% `4 J 2770 Q LZ Q 04 Lo ----------------------- -- - 1 - W W ------------ 00 H m W w > W ao cD II N ------- ----- ---------- ------------------------- ----------------- --- --------------------- ------------------------------------- W CL FINISHED GRADE V) w Z --------------------- ----------------- ------------------------- --------------------- --------------------- Q Z z 2765 a a m 0 2765 Q Ce Q U) ---------------- r- W CL J � 1.00% �c+.i N ---------------------------- - N II m W U II � J o� CL J J o►� W � V Y 2760 04 a 2760 V) z --- -------------- ------ II 12" STORM a w m w DRAIN CROSSING ------- --------------------- -------------- -- J_ >- 2755 2755 U t0 ro C, M M O In co N t0 O t0 Of t0 OD t0 N Lo Of Lo t0 Lo t0 Lo Of Lo a0 O N 00 OR q M t0 OR t0 lo: O n n lo: N OR OR M q OR N 17 c7 t0 M O O t0 n '0: 0 N n tM 00 tM Of * O Lo Lo co N n N n tM 00 tM Of Of It O In to N to N n n n N co co co t0 to to to to n to n to n to n co n co n co n co n co 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 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 CSW PROJECT NO. 19044 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 DRAWING DATE 11/12/2021 o E BINGLEY LANE (PRIVATE) PLAN AND PROFILE 0 0 STA. 1 9+00 TO 2 8+00 4 m 1