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CC - Vadonia Lane Plan KEYNOTES N 0��GE sFo•tip, m 10 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. �� w`YV1 a_ 16970 20 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. 11-12-21 s 0 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. Op ��TFOF�OP��P� GAP ® INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1109. E M. U 05 Ln INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II 0 25 50 100 150 J BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE Y �f RED/WHITE DIAGONAL DECALS. HORIZONTAL SCALE: 1" = 50' 0 r © INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES SHALL BE VERTICAL SCALE: 1" = 5' 2 3 I THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. J A/ {� V) O7 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. \L D o J N /r SITE KEY ® INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TRUNCATED DOME PANEL PER o C) 1"=500' ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC a in L c 00 0 YELLOW.' � 00 p 9 INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. TIE INTO EXISTING DRIVEWAY. O O m L 00 can O - " o d m w w ru z 0, W U cn 0_ W X W O w Q SEE SHEET C4.2 SEE SHEET C4.3 SEE SHEET C4.4 ,ur a � 73 TOE 78 ; W I zl TE TOE z1 I o O 5o Z w = U Q I w m 63 67 � BLOCK 3 z I ~ Q SEEPAGE BED #6P m 0 U I I SEEPAGE BED #7P p I I o u Ln 1 o 2Sx9Q 6 5 �o� h� `J�c'k v7 �G BLOCK 3 `/ 82 81 80 79 �j sx2, v, + I o 0 w SEEPAGE BED #4P 0B� S8 ��`' xrO� 49 P �°' : q,`' o� 20x G �Qv SEEPAGE BED #5P `rw ,� ^�'` 64 66 2,,`�`�S S `00 �6 `; , u ry O 8 +3 BVC 2770.22 TRC w o — JG — — — — — �Os�`58' :�111•yx6�5 — — 23X36•S8 ry 1,81 ,1^y.Oxb h0 2>>0 6•Q9 ° I 16+21.54 rn Z ?s 4 ti G- - 2�� 2.7 58 1 ti ti ��' �° OC°(n 16 1x O 8 � O D�' 48 s6 0 +p9 O 9� ti' ,6 o ti' �` 6 O O i QSx ��C 2 g 0 h �0 �2 S O9 O a �y �.�( 1 > >) S8 LI �y1 `L yk$ E�,1'\ `x A`q ,1 x 1R (y,1'1 ��x 0 1 R� B 2 �j0 z w ® 7 � o m ® p E VADONIA LN 0 4 ®® W Y ®® �gp i xa, �c _ _ _ _ E VADONIA LN o o R m rn X - �W - � - � - 1- -I I - T - i c � + -� 3 K T o ' I —� �� \ - - - - —alb o m o � Z Q 27+00 N 26+00 0 25+00 N 24+00 Q 23+00 2,3m) 21+00 Q 7 20+00 N m 19+00 N 18+00 1�/ 00 s 2>,"/� O /Q 5 a ,S9 � G ��j ?,) 2>, 2)) �j, ?>) �j) U `� ----------� `9S ---- '1 �, ? oS� ---------� 0 `QG �9 �° c� c�--�� S ----- ? 2 `�i> 2 �S 2 `9S'? O ------------ ---------- — 7 6' -------- 1 6' x� y -------- x �x ? ----- XO. ry �x 6 x x x x x B ?' L.� / x x �j S --- X ---- ----- ----- 7 1 -------- -- Q Q — 9 — r ---- w �L° 0 �� o I x/� � xQQ o R� � o w o w DESIGNED: C. GRAHAM J Y DRAWN: C. GRAHAM Lil I I J cn N V) CHECKED: C. GRAHAM Ld APPROVED: C. GRAHAM oz I I I 46 45 44 43 42 41 40 39 38 37 PREPARED FOR' o I G20 LLC I PO BOX 593 Ld EAGLE, ID 83616 < I 0 Q I BLOCK 3 BLOCK 3 U J J ® > 7 Y O 3: LLI J_ J 2785 2785 r LL 0 ------------------- -------------------- --------------------- -------------------- ----------------------------------------------------------------- --------------------- -------------------- ------------------------------------------- --------------------- -------------------- ----------------------------------------------------------------- --------------------- -------------------- ------------------------------------------- --------------------- -------------------- ------------------------------- 0 z ---- ---- z z Ld 2780 o z 2780 O Q z O 00 LLI ^ g J ---------- --------------------- --------------------- -- W O Z + N Y �/ 1 CL ------ ------- -------------------- -------------------- -------------------------------- _ O o EXISTING GROUND + g � z J L ------ --------------------- -------------------- ----------------------- + O N N N N - -- N w N - W O 00 __ ____ II — —-- ------------------------------------- V) rn N ,n � --a II Q ---- J 2775 z + of N N � --- V) w C) -a_ CL Cif- 2775 m w 0 N � a II � --------------- - - 5;L ---�� -------------------- ------- - � W ----- --------------------- -------------------- ----------------- ---- ___ -- _ II w - N � a- LLI F- w > > -0.50% - o _ _ _a_ m ci _ ------------- --------------------- - 0.72% O z _ _ - Q z ----------- Z a- _ --- --------- -0.54% ---7777,7------------------------------------------------------- --------- ----------------- ------------------ ------------------ ------------------- ------------------- -------- CL w 0- o_ — U) 2770 - ----0.50% ---- J :I-- 6 ----- - _ 2770 Q mo 7 J FINISHED GRADE O N Z cD ao 'o J 0 -------------------- V) Lo +N � --------------------+ ------- ----- --------------------- --------------------------- --------------------------------- --------------------- ---------------------------------------------------------------------------------------- --------------------- ------------------------------------------------------------------ --------------------- ---------------------------------------------------------------------------------------- --------------------- ------- - II V) � 2765 N N 11�``' 2765 ; CL w 12 STORM ------------ --------------------- ---------------------------- ----------------------------------- --------------------- - ----------- -------------------------------- w DRAIN CROSSING ------------------------------------------------------------- ------------------------------------------------------------------------------- -- --- --------------------- -- N 2760 2760 0= nN O r� n 1� -t 0) 00 - O - O - O n to O N 0 N O 0) ,n N N to O n O O n to O 00 O O n c0 � co to m n n O n 0 M — 0) — 0 N CSW PROJECT NO. 19044 O O 6 O N O vi O vi * uS 6 6 cV 6 N 6 cV 6 N 4 OJ vi N N N O O O 0; O I- O to nco nco n n nn nn n n n n n n n nn nn n n n n nn nn nn n to mn n n n n n n n n n n n n n n n n n n n n n n nn n n n n n n n n n n n 1`1 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 DRAWING DATE 1111212021 >_ 28+00 27+50 27+00 26+50 26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 w O o E VADON IA LANE PLAN AND PROFILE C4 . 5 STA. 1 8+00 TO 2 8+00