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CC - Cascabel Lane Plan o � KEYNOTES °-_° 10 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. a_ r INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. z �A 11669-70 11-12-21 0 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. C) OF Q� ® INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1 109. /NNE M.GAP L INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II 0 25 50 100 150 U7 BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. HORIZONTAL SCALE: 1" = 50' Y © INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES SHALL BE VERTICAL SCALE: 1" = 5' / 0 1 THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS J Y 'rTl 1 1Oj 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. w o J N ® INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TRUNCATED DOME PANEL PER >� 0__ °1 U SITE KEY ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC o w 1"=500' YELLOW." N un a) 00 0 O I'D 00 �M z Q9 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME X o PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED m 3 w d u"TRAFFIC YELLOW."� U) Eo m w INSTALL PEDESTRIAN RAMP PER ISPWC SD-712C TYPE "C4" AND TRUNCATED DOME a_ PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED r� z "TRAFFIC YELLOW." 0, u SEE SHEET C4.5 Ol INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. 5 6 SEE SHEET C4.1 fit cn w 18 - - � - - - - - - - - - - - - - I r t - - - - - - - - - - - - - - tin- - - - - 103 o i I SEEPAGE BED #5P I Lu I . 54 s BLOCK 3 1 1 I o Z . � P I g f t I z I Tog z I.. z BLOCK 3 I J ti� o � I > O ' 49 50 51 52 53 I � I 3 4 5 6 7 8 O z I Q I ��° BLOCK 3 x0 /,%K p 1 oz sx J ° 9 w 1� x��O 5 5 3 p S ti' 10 12 '� �p h G G G G G G si 8 m ��' x� h° 2j P v G w ry1 �6 �y G G G C, G G G s A O ti O �ti �ti �ti �� �� x� >Lc . —� �� �� xS 4 >Lc I � p� � � � � � � Q 4 00 `0� y^jh � �O� ry k^j D Oy �'�. rL p,.�. �S 89 I �06 ��. R �9 1 �y. �6°� �0 �6°� y0 6� O I 11 px 1 x sr I x ,(5 x 1ti x ,�`' x°' ,gyp• xk 60�• x0 6�• xp O ti� z O �ti 5 6 ATL tit `a S `L1 �0 `L1 �6 ti� z I , 10+00 11+00 8 II a ®® M 12+00 13+00 o f- 0 14+00 O® ® 15+00 O 7 8 16+00 — 7 17+00 18+00 19+00 7 R\ ° U2 — - - — — O oo mI —F 13 U S CASCABEL LN 7 N oN rn g`L �G Oti �G � ��G Oti�JO �S s A . h° O .QG O. G• p G O• •G O G d ti G op, oo �61 U) Ox J .� Oi �Dc 5Dc ° �D' 1 5� 0 �� 5 7X S 1S S N 7S ? 6� ,� `n�. 6�. �h �, ® z �x R �x '� �x O yx ti �x h \ xS TL x0 9 x x O x O x Al x O� x0 p� x �� xy �R a EZG z A�. A�. ��. co c9j TG�, �6 S' �1 ^� �1 �0 p ,�0 0,• �O p• �°' 0' U 1� w ? cs0 in 9 '�� '�� '�� '�� 16 16 16 61 092 ^ ti ti ti ti ti ti ti 4 2� okg2. O I SSx�S TLO N!K h� p�00 xS Tk N `L 14 z I 1 1 s o 1 j ° �`SO•`SO '�1 � 'S •9 p6 G � �R O I I J x���ry� — 2�66 pk5661 O Q I 64 63 62 61 60 59 58 84 85 86 87 88 89 90 91 �O 61• m I 2 z w I Lu I . cc�I I BLOCK 3 I o � 15 'o I DESIGNED: C. GRAHAM Lu z I �6� ti�xp DRAWN: C. GRAHAM GRADE + �L G j I BREAK 65 57 83 x B p p6 CHECKED: C. GRAHAM , s Q ti Ld I ' I 'ix I APPROVED: C. GRAHAM 16 BLOCK 3 BLOCK 3 �, z I ° 1 I ,. 92 0 0 I PREPARED FOR: o SEE SHEET C4.5 SEE SHEET C4.4 SEE SHEET C4.3 G20 LLC a_ PO BOX 593 w EAGLE, ID 83616 z 2785 2785 a ---------- --------------------- --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- --------------------- --------------------- ---------- U J J w cV z 113! - r- z N 0 0)2780 N + g N rn LOW PT STA 20+32.96 2780 EXISTING GROUND + ,� ty-V) Lo r r- 0) � LOW PT EL = 2767.13 LIJ + r4) ------g _ow ^ = ✓ --- Qcno r 04 PVI STA = 19+9 3.6 9 - -----0 r7 z ------ ------ ----- N Q PVI EL = 2767.47 Jo J w + II K = 69.01 J -------- --------------------- --------------------- --------------- -------------------------------------------------- ------------------- -- ---- - - - - -----------------� W --------------------- --------------------- -------------------- -------------------------------------------- - - --------------------- Oro a - LVC 78.54 - ^ a ------ ------------- L)II N z ------------ --------------------- -------------------- - ------------------------- --------------------- --------------------- ------- > -------------------- a --- --- S5 - -U HJ — _ � l ------------ ------ a 0- NLO (0�2775 u) w 2775 5 ✓0.40% 0 04 r- --------- z J to po`co (� d (L � +O)N + ----- 0 o' 0.54% - �I N� z w ---------- --------------------- ----------------- ------------- ------------------------------------------------------------------ vw c.�w ------- --------------------- --------------------- ------------------------------------------------------------------ ------------- ------- --------------------- -------------------------------------------- 2.0p m w ---------- -------------- Q = 2770 o ro FINISHED GRADE \\ 2770 > z o------- \ --------------------- --------------------- --------------------------- L ------- O r------- --------------- -------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ --------------------- -------------------- --------------------- --- ------------ ------------- ------ ---- Lu J -0.8690 G II N a II -12 STORM �� � W w m-i DRAIN CROSSING N� w �N LLI 2765 +to N ---------------- co \ 2765 a, O - - M co_ � II z II W o+N ��� J -------------------- -------------------------------------------- --------------------- - II N W(n J ---------- --------------------- --------- ------------- ------ -------------------------------------------------------- --------------------- --------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- --------------------- ----------- a _ W ---------- --------------------- --------- ca M�/� U � 2760 2760 Y --------- --------------------- ------- -------------------- --- -------------------------------------------------------- --------------------- -------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ --------------------- -------------------- ---------------------- ----------------- --------------------- --------------------- --------------------- U --------- ----- ---------- --------- ------ -------------------- ----- -------------------------------------------------------- ----- ----------- -------------------- -------------------------------------------- --------------------- --------------------- ------------------------------------------------------------------ ---- ------------ -------------------- ---------------------- ---------------- --------------------- --------------------- --------------------- cn O w - U I- 2755 2755 J IA M � O OD t0 Lo M O t0 r, M M Lo d M t0 !O !O I� 0) d co n n -0: n M O OR N N M M OR It OR M N v O° O O O1 N co co W) 01 N N1 r-- 0) M a M 00 M 00 It N 0) Lo Lo V) V) N 0N 0N CO M CO M r.. M r.. M to � r.. � r.: C6 M wi M d N N ^ O 0) 0; r-: O° di r.: d (6 n r.. r.. r.. n r.. r.. n r.. n r-- n P.. r., P.- r., P.- n r..0 n n n n n n n n n n n n n n n n n co co co co co 0 co 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 N N N N O 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 CSW PROJECT NO. 19044 DRAWING DATE 11/12/2021 S. CASCABEL LANE PLAN AND PROFILE o STA. 10+00 TO 21 +00 0 4CO2