Loading...
HomeMy WebLinkAboutC4.4_Cedarhurst Plan V1DWIuDIA )- APPROVEEDDD ChM, MlW2 FulnxQER 11­ J U cif U) U J Y 0 3 F- J U O z O N w a z w Of W W Of 0- x w r 0 3 z w z O U H Of O z Cif LLI N r w z 0 U 0 O Li W Ld Of z 0 U 0 O O_ a cif Ld r J J N 1' 0 3 In J 278! U 0 a 2781 O af Ld r 277: z Ld af !n Z N 2771 _ r J J Y Of O 3 276! Ld N CL J U N 0 _ 0 Y 0 O U 0 I 54 TSITE KEY 1"=500' SEE SHEET C4.2 SEE SHEET C4.2 KEYNOTES Q1 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. (D 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. 05 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. 07 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." 09 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." ® INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. TIE INTO EXISTING DRIVEWAY. SEE SHEET C4.3 C 7 x � - Off® w (� an TOE N � i 24 25 Co SEE SHEET C4.3 A",) SEE SHEET C4.3 k n I w z Go Og z o I + EXISTING GROUND O O ¢ cli m II PM STA-13+77.00 r W w Zoo N n n PM EL=2776.62 m .... 00 U + o................................................ N ..ri..... +n +n ...........................................--------- . S a s cj -------- n n J�...r J .... IL N .................. ..................... -. r.. }.. m w tow ------------------.------. -------------- --------------------- --------------------- ----------- ---- - zoi w........ _--. _-_ _ -- as as -maa 2.00% 0 40% -2.00% FINISHED GRADE 2.00% O00 C4 PVI EI-2773.73 or, CASCABEL LANE ........ II .............................. ........................................................................... ---------------------N a w .......... . ry a N " N n n N n n N N O N O 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 UGP UGP UGP UGP UGP ---T UGP UGP - TOE TOE 26 27 O N O w � J ^v3 ,C,, N°x'\h-^,�0- ry 1 ry _ *++00 0 - 1z+oo cl o m Im E ENGLEHART LN N N ?�Ss ?)e' 2)SR 2)sS .x.`rh ��x.sA- 'q�\o 74 75 76 { � I BLOCK 3 D z T73 TOE 7 E SEE SHEET C4.3 2790 2785 2785 2780 2780 2775 2775 2770 2770 2765 2765 BLOCK 3 28 \ G 1 x9`rJ�C ��^1�9 ,, 11hry1 S ry 4 d o hk �° EGc 77 °ti. ° `b1 m I z m 10 I I SEEPAGE BED #71' z I "I :I 78 TOE t I SEE RIGHT ---------- --------------------- -------------------------------------------- --------------------- - HIGH PT STA = 13+17.82--------- HGH PT ELEV = 2777.32 ---------- --------------------- -------------------------------------------- --------------------- ------------------------------------------ -------------- PVI EL = 2777.66 K = 44.94 LVC = 157.30' 01" -------------------- O o M.______ w o n ui c4 of n z 0 g$ n n ++ (o EXISTING GROUND I" I" N N mn N o Loo--- '------------------ n -------- II ------------------------------- N --------------------- -------------------------------------� II II------------------------------------------- J --------------------� II II------- J it p N F J > > II w w m w tr.n -2.00% ---- ------ ----_ - 1.71% an no ___�PVJ = STA 10+11.50---------------------- _0oM II N N PVI EL=2775.08 FINISHED GRADE U O + O n a J + _ m J F Wa .......... ....................... --------------------- ---------- tp qp..................------........---------- n N n N n N n N rz N N rz N r: n 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 E ENGLEHART LANE PLAN AND PROFILE STA. 10+00 TO 14+75 30 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' Z� SEE LEFT SEE SHEET C4.5 - ------------------ - ---------------- -- - - - ---- ----------------- ---------------- -- - -------------------t--------------------- 1----------------- LOW PT STA = 16+35.93 - o LOW PT EL = 2770.02 - --------------------- -------------------- ----------------- ---------------------- --------------------- -------- PVI STA = 16+36.09 ----------------- n PVI EL = 2769.80 } d N K = 21.09 II - LVC = 78.54' - II J EXISTING GROUND w Nn OO N &o � .......... ................ .}n............................}nn tOC N nW ......... no ^........ II Uw I J II J W n M �-.-3 m w II I` N ........ U a J -------------------N O n I` N rw a �\ - ......................... FINISHED GRADE . vv \ a0 i� - -------------------- --------------------- -------------------- ------------------------------------------ - --- --- ---- ------------------ i N O O U J F a ............................................................................................................ _a... 12" STORM ----------------- ------------ -------- --------------------- --------------------- --------------------- --------------------- --------------------- --------------------- ---------------------- --------------------- --------------------- DRAIN CROSSING CO In(1 ^ h N l0 F N F N N 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 16970 11-12-21 s 00 T�TFOFIOP 'S'7,yNE M. GF UVJ i JW� o L O /r u C "00 L]N�n Ln O �n O C M cm O X� OCo 30 I.Li w 04 aco co u O Ert m L m rn u w ¢ 0 C7 3 0 a I a z 0 O O o_ F I U u I V � O 0 4i Z 0 z w DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 0- oa I..L W 2785 z z L) W 2780 O Q O - z Q 0 W = 2775 m W W J V) V (D Z Q � W W 2770 M W N ^' D V) 2765 0 W U 2760 CSW PROJECT NO. 19044 DRAWING DATE 11/12/2021 C4.4