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CC - Cedarhurst Plan C) KEYNOTES o 25 50 100 150 °-_° lO CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. a_ (22 INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. �A 11669-70 HORIZONTAL SCALE: 1" = 50'1 5' 11-12-21 " = �'� O INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. VERTICAL SCALE: o �,Q7 TF OF ® 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 BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 'n U, Y © INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES SHALL BE 0 - THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. J t�7 w 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. o V) U j N SITE KEY ® INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TRUNCATED DOME PANEL PER > D °1 C) r� ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC o w 1»=500' YELLOW." N o M O I'D 00 .&"D t�9 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME X Q C o PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED m wi 3 � "TRAFFIC YELLOW." U) u o a m E 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 r� z 'fiRAFFIC YELLOW." 0, U Q1 INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. TIE INTO EXISTING DRIVEWAY. , cn N " w X w o w SEE SHEET C4.3 0 � a __ o z C 29Ld ~ 7 O U ®® (n uJ v UGP UGP UGP UGP UGP UGP UGP UGP UGP ~ w dl N 8 TOE TOE TOE Q O 7 d01 p 0 � I Ld 4 I BLOCK 3 BLOCK 3 u 28 30 p m cn z 31 32 33 35 z 24 25 26 27 Q z 111 w �G o0`'' J 0 h�tk ���0 J o w Z �'\ ° G G � � G SEE SHEET C4 , G G � O SEE SHEET C4.2 .3 tit �x 4 G �, Q I -I 9 - °� ��0� �� BOO- ^�rO ��O--- -- 16 ��° -- �� ,,�`�� `ty�0�0 O �� �Rx w �Sx N �5'' ? �V zz BLOCK 3 8 s , 6 s V I tit O tit �O x 1 x 6 x0 �R �S `�S All --- ,2 p �>> �� va, G > BLOCK 3 ti ti ti ti -tit .�� �� x? ��o A- ------ ��, A -�----off s o x A°o fir' 3 �. � G S O i o I 103 102 0 00 ,\ .1 i 00 0 � 12+00 0 m q+00 7 \� h�O� °s A �'�' �'�' �'o �O 1o°(y x`'� x - 7 > 1 - _o o o .�O DESIGNED: C. GRAHAM � 2 O S rn a m 0 1 x O -► 15+00 0 0 16+00 2 G 'C4 84 100 S � \- I I -� - - 4X 0 ti .�' >> so'oo `� o ?�� s ° ' 1 1 I O E ENGLEHART LN N N ��o a / o °° o ti �Rc o A e /' o o R ti I � 1 - + \- - �- 8 > > , 06, 7 11� �x�`00 �j 2, ?, 2� �Sp\ \ �,� /• �� S OPEN VIEW LN N 00 N 0 A6 DRAWN: C. GRAHAM L,j Ox Ox 1x rl �. �� �G �G !Sx �S �6, �6, �6 >> O G O \ G �j xS / O 2 �bk cn ��� Op ��� Sp ��� o�, �, o0 00 �� s �o , A 2 0 o. S o i O 2, 'Q,p CHECKED: C. GRAHAM 4 n S �° S 1, 1 1 7 S Dc• \ R w ? Op j Op 00 k`1 1�' o `1 cad`' G O C x x x 2x 2x 1 5 �O �h �9 ? �h SS �D� �G o V S• \ � 9> > s, 11 1�x 8'\1�'�x S° ° ?>, ��SS �c �s �c ?ec �2 �c 9S ��, �hx 16°J 1h xh 2 �R p 78 rn \ APPROVED: C. GRAHAM ti s� so'So °o °o °o �s tit 4 - tit ,.° 13 �0 4 xs2 �c �6x`ti o�� o. �Rc +7oo� '\ N 2 8 10+00 - 11 00 ® -12+00 0o m 13+00 0 ® I x,SST�c G EVC 2776,g5 A �' ^ 4 0 2� ° 1�k0 7 I 1 ~� N °° E CEDARHURS LT N \- 4 1 1 tK ° hti�'o N I Inc I ?��s SEEPAGE N G �o� j PREPARED FOR' 0 5 .~ 2, �, ��, 8 74 75 76 77 ��x11�h O 1 7 z 'max°s BLOCK 3 BED #7P xo° h I G20 LLC Ln °° G I °° �° o° �° 7 Ro �s o° ��° z z I I Roo �1 11° 7 I PO BOX 593 w 00 1 6h 5 00 �, O 5 7 �2 ?S fig• O o I Q O } ^°x x 1�� ��x 1�� o ?�j x�3 �O xb'sr �O .fix 10� o Q °J I BLOCK 3 ml+ i I 1 J 77 79 I z j EAGLE, ID 83616 tit tit tit Z 8 00 00 �1 � G I w Lo I I I Q ^x hho 1°` O J >>LLJx S`; �x01-10 7 �° D SEEPAGE BED #71P z z S � 5 8 72 ti Q O O � Z I a w I ti z I o w I U to Mv IuvI o w Q J I 54 55 56 u BLOCK 3 24 '^ 73 TOE TOE TOE 78 I I I o w I y I BLOCK 3 ' i � 1 1 11 I t 1 I one CL I I SEE SHEET C4.5 06 SEE SHEET C4.2 SEE SHEET C4.3 SEE SHEET C4.3 SEE RIGHT SEE LEFT w �n 2785 2785 2790 V) 2790 2785 2785 r Lu - w --------------------- --------------------- --------------------- -------------------------------------------- --------------------- --------------------- --------------------- -------- --------------------- --------------------- - � 0 z HIGH PT STA = 13+17.82--------- -------- --------------------- -------------------- --------------0° 0o g HIGH PT ELEV = 2777.32 --------------------- --------------------- --------------------- -------------------------------------------- --------------------- ----- ----------- --------------------- O 0. + co Y PVI STA = 13+74.00 -- LOW PT STA = 16+35.93 z ------------------- --------------------- -------------------- ------------------------ -------------- -------------------- ------------- I� ----- � EXISTING GROUND PVI EL = 2777.66 �o LOW PT EL = 2770.02 � W II N oc K = 44.94 <°'� PVI STA = 16+36.09 z z a 0 C) O PVI STA=13+77.00 2780 11 m 2785 LVC = 157.30' 2785 +^ PVI EL = 2769.80 2780 Ld rn N m m PVI EL=2776.62 cn - ------------------ ------------------- N K 21.09 Q w 2780 N o 0o N 2780 O z ---------- --------------------- ------------------------------------------------------------------ --------------------- - - 0 0 �n� �n o - - J 0 0 0 0> + '� + '� S 5 o M N --------- M ------ II LVC - 78.54 w � + N � � � � ------ -- a o_c� o o II J EXISTING GROUND O N-------------- - --- ------ -------------------------------------------- ----- ---- - r II N II ------ --- Z o n rnn �n >W �� aom-------------- Ld -- N = II `�' ¢ II•-¢ II g O r%) + CO EXISTING GROUND N N �N - w m N o > J H J ------ -------- --------------------- �Q II O O ^ \ N� OO � _ �- N W !n w J + N II 0 N w _ - j- - 2780 � ¢ II 0 u J 2780 --------- --------- --- -- ---------- -------------- to N N Q w L _ 55 55 W caw -- a o_ o_ a W> > 1.38 � N H J > > 2775 m a a 2775 m a 11 ------- --------cn w m w 2775 II II z 2.00% } J ^ \ tlli W W 2775 m W w - -------- -------- ------------- ----------------- --------- ---- - w ---------- --------------------- --- ----------- -------------------- ----- ---------------- --------------------- -- --------- ---------- Y cn 5 > +^ _ �� > > � Lu J 0.40% > > -2.00% a _ _ --- _ �'� Lo - ------- -- ---------__30 W - c�m a � --- ------ ----0.50%- II IN Niri 09, -2.00% FINISHED GRADE ----- II ________ ,n� z ---------- --------------------- --------------------- ---------- - --- --------------------------------------- --------------------- --------------------- --------------------- --------- z 2.00% 1.71% aw �N Ce ------- ------------------- --------------------- ------------------ - -------------- --------------------- ---------- -_ II Ce Lu o rn PVI STA=11+39.50 2775 2775 II IiJ � O 0) PVI EL-2773.73 It rn 2770 ~ 2770 W 2770 +cN 2770 a o CASCABEL LANE M � _ --------------------- --------------------- --------------------- -------- -- - --- --- --------------------- -------------- 11 II N o M PVI STA=10+11.50---------------- II N N� FINISHED GRADEJ �� � ao co C m 11 o • PVI EL=2775.08 FINISHED GRADE vV to Lo --------------------- --------------------- -------------------- --------------- to N- ---------------o chi---------------- ------- J -------------------- --------------------- ---- ------------------------- --------------------- --------------------- --------------------- ---------- - -+ln------------------- - ------- -O 00 J W 1� iO N N O I� I� N -------- --------------------- --------------------- --------------------- - J f0N INN ----- ---------- � 2770 m w a 2770 II J II J � o_ II w - III 0 2765 v w ~w 2765 2765 .. _ 2765 a a w Off N � ON1 M iO c co O 0'\o N co M N _____________ _ ___________________ ------ --------------------- ------------------------------------------------------------------ --------------------- -------------------- ------------------------------------------- --------------------- ---------- " to N to M to 11) S r i � a In � m Lo oo to 12 STORM 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 to n to n n vN v N v N v N v N v N v N v N ---------- --------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- --------------------- ---------- DRAIN CROSSING W J --------------------- --------------------- ---- ----------- ------ -------------------------------- --------------------- ---------- ----------------- U ---------- -------------------- ------------------------------------------------------------------ --------------------- -------------------- ------------------------------------------- --------------------- --------- --------------------- --------------------- ---- + + + + + + + +50 14+00 2765 2765 N o N o rn 1n a am M r� o) a rn to N oo 2760 2760 coM n n Na)C7 Lo N n co O oo N O N of Lo n M t6 ui to uj to to t0 to f` t0 n n n n n n t0 t0 In ui Of n N In n In O In oo M M N to m 11) N M N oo corM tb oo O n N N t� to to to to n to n to n to to to n t' n to n to tno tno r, r o o ao o t; o CSW PROJECT NO. 19044 CEDARHURST LANE PLAN AND PROFILE N N N N N N N N N N N N N n n r, r, n , r, r, n n t0 n t0 f` N n n n n n n n n n n n DRAWING DATE 11/12/2021 STA. 10+00 TO 14+00 v N v N N N N N N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 0 o E ENGLEHART LANE PLAN AND PROFILE S OPEN VIEW LANE PLAN AND PROFILE C4m4 STA. 10+00 TO 14+75 STA. 1 3+50 TO 1 7+50