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HomeMy WebLinkAboutC4.2_Cascabel Lane Plan V1APPROVED M12,22 C) U !r 9 <n In Ld D Ld H Z w F- O U !n ct H z W 1r z Z N w o z O U 0 O 0 w ct z O U o 1r w <r r z Q U J J !n 1r O F- U 0 W O ct IL W v) Ld D lr Z cn !n ct O 3 W U O N U of 0 U KEYNOTES 10 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. 02 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. Q INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. ® INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. OS 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 SITE KEY ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED 'TRAFFIC 1 "=500' YELLOW." Q9 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 f C4.5 01 INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. S 6 I° If I I I I I � - I I I SEEPAGE BED #5P 54 Z I. ¢ 1 I * O 49 O 50 51 52 53 , G G 55 ) 3 A 2�3650�2 7 �y6 1/ ,11 1p,y'h• Op G G ,� ati o eti ti G G ^�xaa' ry y �' y �3 2))3 go 4 01� tit1 �• °px 'hM '�ti' ,1x �h• 2�_119II ti11 091p x 0a• xc�°�j 1 1`ti1' 10ry• �xds 2 I x I ti11ti 11 �ti ti1 ,ry 56 2L 0 I 10+00 I, 2 7 11+00 F o 12+00 - �o _ 13+00 o m I- -I_o 0 7 14+00 0 ® g I: M N m ~ • �,,� •, � dj 33 7Lc �� N •�p x W6, 01' 'R'G .. 9ry .�G .. ` Dry �G�ry x�a 91 ,1, �,. x�0 ti6 i`L11 x0� h'h `L11 I }ry^ i 3, • I J I 64 63 62 61 60 69 58 F_ I: I zmm) a I I I BLOCK 3 � I I 65 u W ' BREAK I 57 83 . I BLOCK 3 SEE SHEET C4.5 SEE SHEET C4.4 2785 278C 2775 277C 2765 276C 2755 SEE SHEET C4.1 I I I: Tit I- - -- -- - 103 I• ' I. I BLOCK 3 I BLOCK 3 I z I 102 x J 4 �G 5 6 .y 2j)> `9 Z �Sx /4 ds 0`O ry9ryy ,111� G G G G ry W 2 16xhOy0 I tit 01 "�' /PI1-11 ryy0 ��,111 11x /\,x 0 15+00 7 17+00 00 In �— 18+00 �I 7 S CASCABEL LN 7 N m_ eSosA SS 9 $46" ♦1 1119 10x110o, n 84 85 86 87 88 89 BLOCK 3 BLOCK 3 0 25 50 100 150 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' m 2)s �0 1pP T0.9 e',;• 16�y� n I 02j6� l 7 8 O 9 A 2s 10 12 v I ,�ati � Oati ry�� °ti °•r s,�, 6�9 .�1°• 0x ,�6°j Ox° ,�60 Oxy O `L1 ti � ry , ry , BLOCK 3 O ILL013 hry �G R�SOOo 20oo ry^0016ry °0ry1`a0 1Ary1`ao, 10ry1'o0 Cj g'I 15 �96 I 4 20 2°k ry 14 90 91 x0,1,°j�`1'�G '-�669ok�661 ry0 61 m 2 tit m r I SEEPAGE BED #3P < '�G6� 15 2 FJ�l xryG 1 +tee x?i _ 0 0 e6 Srrj 96, 0`Ory1x 16 92 0 / O 6 4- SEE SHEET C4.3 W N Z O Z N + N a, LOOW o EXISTING GROUND M ^ + n PT EL = 27767136 0 II N J n PM STA = 19+93.69 PVI EL = 2767.47 +�g ------ -- o 171 w w / - m---� V) uJ K= 69.01 0 n a -------------- cJ / - aa� In w --__,' LVC = 78.54' II N Z ---- ) aN rnMa N w> 0.40% � Lo aa � � ±N o+N 0.54% n J N 11, \ \ _ W II w -2.00i m w 00 n FINISHED GRADE o11 n n 12" STORM m" DRAIN CROSSING �0 LoW m p N Ur NII rw a n n a 1� h a b tV N h "�1 m a 0 m M N b � oaD O O Obi N m 0 m W h M N M n M b M < M m M < Obi N N N n N N N N N N N N N N N N n N N r N N n N N n N N n N N r N N r N N n N N n N N r N N n N N n N N VmV11 n N N yNy n N 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 19+50 20+00 20+50 S. CASCABEL LANE PLAN AND PROFILE STA. 10+00 TO 21 +00 2785 2780 2775 2770 2765 2760 2755 YJ JW� o m c �N3 o- � 0 L� y v� cr1r X 0 O rn c 3� Q Ld a O u 0 @1N m E m r m rn u w 0 C7 3 0 S a I a a 0 z 0 O a U uV � 0 0 � Z O z DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 Lu J_ _ LL 0 d z N Q °g Z 1+ 1^ CL Z Lu m g a (% ;Lu Z Z O Q Q � J CL Lu cl� Lu m m Q U Ln Q U CSW PROJECT NO. 19044 DRAWING DATE 11/12/2021 C4.2