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HomeMy WebLinkAboutC4.3_Skybreak Lane Plan V1APPROVED M12,22 C) U !r 9 w 1r 1L x w D 0 O H N H z w F- z O U 1n O z Ld Ld In H LL O z _O ¢ U L� 0 O 0 O Li Ld w ct O F- U C) 0 1r Ld Q U J 1n Y O 3 w J U O 1r w O ct N z ct Ld z cn J N O 3 w _J U N O c� of r 1L 0 U 0 KEYNOTES 10 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. 02 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. Q5 NOT USED THIS SHEET. © NOT USED THIS SHEET. 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." SITE KEY 0 INSTALL MID -BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME 1"=500' 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." 0 INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. TIE INTO EXISTING DRIVEWAY. 2790 2785 2780 2775 2770 2765 2760 2755 SEE SHEET C4.4 SEE SHEET C4.5 SEE SHEET C4.2 SEE SHEET C4.4 SEE SHEET C4.5 .....HIGH PT STA = 27+08.42. _ HIGH PT ELEV = 2777.33 PVI STA = 27+08.42 _. PM EL = 2777.47 _ K = 29.12 LVC = 58.25' W m� IN 't� - O g 0 M J NJ N of N M w N r 0 LOW PT STA = 21+54.28 a N II __ — 0] - -\ W U II 2 N rn �,-i z LOW PT EL = 2766.18Fo w / �. �.' -.. _ o N J z c+ N g PA STA = 21+81.96 _, ..yam ---- -1.00% - _-_ -- w _W) n rrn cll n ¢ N PM EL = 2765.85 K = 25.89 _ 0_ a ��� 1.00% ---.- _ _ - IL IL c�' a I< z u 0 LVC = 100.00 FINISHED GRADE �� -1.009" _ - - -�_ N GN w > / 5 rnN rnM -1.005 o ---- --- - - - 0] W / / m r / 12" STORM + N DRAIN CROSSING '� 1, EXISTING GROUND w W oi� N N / / D 00 N J N 11 ��tiw 12" STORM o_ -BRAIN CROSSING.--- \ m n N n n N fn m fn n n N N N m N q n N m N R n N m N n N m n O n N N m n M H n N N m �n m n N N m n N N m O n N N M N n O n N m �n m n n N N fn M n n n N N �n o 0 O n n N N �n a H M n n N N �n O n n N n �O n n N �n n H N n n n n N N �n O n n N a H n n N �n R H O n n n n N N O H n n n n N N H H n n n n N N O n n N 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 S SKYBREAK LANE PLAN AND PROFILE STA. 21+00 TO 33+00 Z 0 25 50 100 150 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 2790 2785 2780 2775 2770 2765 2760 2755 YJ JW o >�o 6 m �N3 oC- � Ln y 0) cc) c r n 10 X 0 O rn 3� co Q U) a O u00 0 � N coE r m rn u w F 0 c7 3 0 x a a a 0 z O0 � I U uV � N 0 0 o rn Lii a z w J w O Z w DESIGNED: C. GRAHAM DRAWN: C. GRAHAM CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 L1J J_ _ LL 0 Z In Q O Q Q V) a_ Z 0Lu ^a^ co S CL (Z) > L,_I O Z a Q � J L1J a `' LW LiJ m CSW PROJECT NO. 19044 DRAWING DATE 11/12/2021 C4.3