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HomeMy WebLinkAboutC4.3_Skybreak Lane Plan V19 w 1r 1L x w 0 O H N H z W F- z O U In 0 z Ld Ld - z In H LL o z _O U L� 0 O 0 O W Ld W ct O F- U o 0 G_ Ld Q U J Y O 3 W J U w0 a O d W N w ct z cn J N Y ct 3 W _J U N O U of r o 0 U 0 2790 2785 2780 2775 2770 2765 2760 2755 SITE KEY 1 "=500' 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. O5 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." 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." 01 INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. TIE INTO EXISTING DRIVEWAY. 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 mIN � g 0 M J NJ N ofN M LOW PT STA = 21+54.28 ¢ p -_- - - ---m w N W U N 04 co z LOW PT EL = 2766.18 U) w \ _ _ _a a c� yr z _ Fo c+ N g PA STA = 21+81.96 yi \ ---- -1.00% - --- -- W n �M c11 r 6 N PM EL = 2765.85 K = 25.89 _ 0_ a ��� ; , 1.00% --� ---.- --- a._IL - _ - c+' _.11 a la 2 u 0 LVC = 100.00 FINISHED GRADE �� -1.00% - - - --_--_ GN w > ----- �> o_a > act rnN rnM ------ ----IL } N N N.. i m w / / m r 12" STORM _ ± N DRAIN CROSSING '� J o EXISTING GROUND w w _00^_ N N / / D 00 N J + ^ 7, N 12 STORM DRAIN CROSSING.-�� m n N n H n N fn m fn at 7 M n n N N N m h N n N m N R n n N m n N n N m n O n n N N m n M H n n n N N m �n m n n n N N m n I� n N N m O n n n N N M n N n O n n N m �n m n n n n N N fn M n n °n° n n N N n o 0 O I; °n° n n N N n a H M I n n N N n O n n N n R n n N n n H N P n n n n N N n O P n n N a H n n N n R H O n n n n N N n O H n n n n N N n �n H H n 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 �g5\O1�L Fib GENSFO 16970 11-12-21 �OST�TF OF \OPT E M. GAP YJ JW E C �N3 00 00 o� io - X O m w O� am UO Ev �o u w F 0 c7 3 0 x a a a 0 z 0 0 � I U uU � N 0 0 o rn Lii a z 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 L1J J 2780 O Z 2775 Z C) N Q J Q Z Q 2770 2765 2760 c/ 1 11V Q LLJ co V (A Lum � L u > 0 a- QZ J � LJJ Z Q L1J co 2755 CSW PROJECT NO, 19044 DRAWING DATE 11/12/2021 C4.3