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HomeMy WebLinkAboutC4.2_Cascabel Lane Plan V19 !n !n Ld ct IL x Ld 0 N Ld z O U In of F- z w Ir H !n w O O U 0 O O W Ld ct z O U o o- IL w r z Q U J J In Y 0 3 F- U 0 w o a Ld <n Ld F- z cn ct O 3 w U O N U of 0 U SITE KEY 1 "=500' KEYNOTES 10 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. Q2 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. QS 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." O9 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 C4.5 f i f Ql INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. 5 6 e° I' I I - I SEEPAGE BED #SP 54 z 1 I �.. I - O ¢ I X49 �G 50 51 52 53 BLOCK 3 Ric I: G G 55 2))333oa92. 7 ry11 ,O�yh h0 G G 0�' 4 h1� 0 I. I:. I._ 10+00 2 7 11+00 F o 12+00 13+00 O o--�- m F 0 7 14+00 0 8 I: ® M N m F .• �)),., ¢ '. �� N •�4... 9ry:�G 9ry_.�G .. • e 9(y �'G��ti.�G .. ;: •9ti �G - - k k�' xyk 10 xhk 91 xyh `66 xyh \ tip^ tip^ tip^ Oe•o� ,�G [} , 64 63 62 61 60 59 58 I I WE 65 Ill �I SEE SHEET C4.5 2785 278C 2775 277C 2765 276C 2755 BLOCK 3 2 BLOCK 3 ¢ I u 57 w D 83 I ; SEE SHEET C4.4 �g5\01�L Fib ENSFO z 0 11-12-21 �OST�TF OF \OPT E M. GAP 0 25 50 100 150 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' JW� o C �N3 00 o,O Q)rl om �o - x� �v O m w 0 V EO am v m M ro u SEE SHEET C4.1 j 1 _ Tp2js8 I�TIYJ I - I, Tit — — -- -- -- -- 103 I'• I, BLOCK 3 n I o I ro9�s� �pPy ti BLOCK 3 I `. I �O ti�6y CD 102 xS w 3 4 5 6 7 8 9 JS U �G = . y 2jj ?92 Z 06 9'Ly 10 12 v 8 1 a .<bxryyh G G G G G G G 2) GP I a ry 2 sx a 2 w I ti , �p R �ti �ti �ti �ti R tiro s's oy o et RS �2� I ti^1k bxk tiA1,h � 6y y xk 9 J• 1bh. z Oy. O a 15+00 0 $ 16+00 O 7 17+00 o m 18+0o 19+00 7 O I u ♦--�� O 13 N a — 7 S CASCABEL IN 7 N m c y O SOP I o m M19 � ...;.-. ... 2)).. •.;> � ... ,,, 2)) ,. ..... L' . .,.... :._ � . •_. ,. .... _ _.. ..:.. -...d.. -SOOO �,00 0�6ry Li �eS , xOS , rrS ,�0i y0 �G h0 �G h0 �G y0 �G kry �GO r11 < S N 5 2 by. 1 �y' h 6A. A .�' 1 6\ 1 ,\'\• z x`rS 7tC 9.hx 0�' 19x o,�0 2 2 + �2 N 0 G ♦ I • 7p '(RG 14 I w x"�ry �ry 2g669px`'66, o 84 85 86 87 88 89 90 91 �O 61 m 2 z BLOCK 3 `ti^ m I � r SEEPAGE BED #3P �'R'G6�. 15 c I DESIGNED: C. GRAHAM IV DRAWN: C. GRAHAM ;5X C y o,`� CHECKED: C. GRAHAM A- xh BLOCK 3 eS ��c,�.•' `ti^66ry�' , I APPROVED: C. GRAHAM 16 92 o PREPARED FOR: SEE SHEET C4.3 G20 LLC PO BOX 593 EAGLE, ID 83616 W N Z O Z N N n g a, -LOWOW 00 EXISTING GROUND N +1�2 PT EL = 27767136 n II n PM STA = 19+93.69 O^ Z Q I.of - //--______-_N 0 W Z N PVI EL = 2767.47 +�g --- -- o to w w \ / - m `--� V) � K= 69.01 -------------- c� / - a a� In w --__,' LVC = 78.54' II N Z ------ ---- ) > a s c� \ / � Fo---- ------ a s �\ aN Nw� -- �0.40% -1.009 ���, Lo OD C 4 0.54% N � > -2.00� m > w on Sn FINISHED GRADE �� on n 12" STORM \�� -0.867 mN DRAIN CROSSING �N Lora rn p,N M�\� Ur NII �w a n n a 1� h a b N 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 Vm1 n N N yN 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. 1 0+00 TO 21 +00 2785 2780 W J_ L.L_ _ O ce 2775 Z Z N Q C)Z Q J Q L41) d 2770 > W Z J m M g Lu a LJJ 2765 (/'1 i Z Q Q W a � - J J W 2760 m >_ m Q N Q U 2755 CSW PROJECT NO, 19044 DRAWING DATE 11/12/2021 C4.2