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HomeMy WebLinkAboutC4.4_Cedarhurst Plan V19 w Ir IL x w 0 3 z w F- z O U In O z Ld F- z In _ H LL o z O 1U = L� 0 O 0 O Li Ld w ct O 1= U o 0 G_ w Ir r a U J N Y O Ld v) U LL Ir w a O a w N w D ct z _ cn N iY O Ld _J U N N _ c) of r o 0 U 0 1 2785 1 2780 1 2775 1 2770 1 2765 I 54 TSITE KEY 1"=500' SEE SHEET C4.2 SEE SHEET C4.2 � z ro LO z 0D m 0 U ----- - EXISTING GROUND + Y II ( N a 0 00 0o PVI STA=13+77.00 < N 11 m w z o m N PVI EL=2776.62 oo C)} °' NIL + n + n f n 5: -- - act O n N - -- ------ Q N.-Q J---------------- a¢ II---� w N w z((nn w __-- - > w>>-- as as 1.38% ma a 2.00q 0.40% -2.00% FINISHED GRADE 2.00% 00 PVI STA=11+39.50 rn PVI EL=2773.73 CASCABEL LANE ++^ n dN 11, a Vl n N N O1 • F n N N T § F n N N M .-. F F N N h m M n F N N m O < OG n N N < OG ✓NI vl 0 n N b O n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 E CEDARHURST LANE PLAN AND PROFILE STA. 10+00 TO 14+00 KEYNOTES 1Q 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. Q7 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." 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." Ql INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. TIE INTO EXISTING DRIVEWAY. F 2 U K Lu Ln N (J) SEE SHEET C4.3 N SEE SHEET C4.3 SEE SHEET C4.3 SEE SHEET C4.3 2790 2785 2785 2780 2780 2775 2775 2770 2770 2765 2765 SEE RIGHT HIGH PT STA = 13+17.82 HIGH PT ELEV = 2777.32 _. PVI STA = 13+74.00 _ PVI EL = 2777.66 K = 44.94 ...inn LVC = 157.30' Z o p n7 to .no cOM Lon g o n o+ EXISTING GROUND N N a N of _UJ ��� a i m ¢N II H (n J w m w > > - 2.00% _a _. - - - - - - - - - - -.- - - ----- --- - - - - ---0.50% --- -� r+lo PVI STA=10+11.50 - n. � + Lo PVI EL=2775.08 FINISHED GRADE Lo n On EL _ w +N �N. II d J r W w a m N N n N n m n N N N F N m N IQ N n N N p F N N O n N m N Nw F N N ^ N N Ynl N n N M N 0+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+5( E ENGLEHART LANE PLAN AND PROFILE STA. 10+00 TO 14+75 2790 2785 2785 2780 2780 2775 2775 2770 2770 2765 2765 2760 0 25 50 100 150 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' SEE LEFT SEE SHEET C4.5 LOW PT STA = 16+35.93 Ln o LOW PT EL = 2770.02 tO n PVI STA = 16+36.09 Lon +N PVI EL = 2769.80 K = 21.09 11 11, LVC = 78.54' w EXISTING GROUND -_..� W 1 N O N No On +N nN 71 II p J �w nr ��� jw n µM 'n �3OOy, m w II N c�i'n a� w + N a II rw FINISHED GRADE NN \\� co o o0 N N ol W+ 11 U J IL a lw 12" STORM DRAIN CROSSING G N ill N N M ill < N N m m M H N N M H G N N m G N N o G � N N G N 14+00 14+50 15+00 15+50 16+00 16+50 17+00 S OPEN VIEW LANE PLAN AND PROFILE STA. 1 3+50 TO 1 7+50 �g5\01�L Fib ENSFO 16970 11-12-21 OOSTTF OF \OPT �7NNE M. GAP YJ JW E >�o y C r �m �N30 Q)00 rl o� �o �00 -'m x� O �v m w O� am "o Ev m M ro 1 _ �i u O u 0 0 w J w e DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 0- I..L W 2785 > z z N W Z 2780 C)d J O u 1 I L 0 W 2775 m Lu W J cn > V � 0 Z Q LLJ W d 2770 W - Ln Z:)T N 2 2765 LLJ 2760 CSW PROJECT NO, 19044 DRAWING DATE 11/12/2021 C4.4