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HomeMy WebLinkAboutConstruction Drawings C-300 V117 1 5 - o 18 1 1 9.00' C17 C16 TYP. �2619 0 12 3 0 0 0 N \ w cNi 7 1 � g4 •�:. 5. ' ss 4 ss 1 18 2 I o a of 1 \ N U 26.00' 12 m co N 19.00' TYR N 2 �I '• N O rn I i ryh1 16 5.5 ' 3 J rj I7.7 8 7.7 26. 0' 0 11 M C, FF: 2620.50 261 13 261 n 0 20 40 15 SCALE IN FEET 3 c�0 17 26�9 c7s 16 % i t 1� 9 ry °O 6 26 17 L) N\\l 15 L)i \ „ 37.35' x 0 N C13� 1 - i-T w w w 18 16 �itK G 9.00, TYP. 4 2619 2 oil� o ! rn ,y6 RD RD tm h' RD 0 G IL 2 1 SITE NOTES ,G HANDICAP SIGN e o N 11 NOT USED. N 0 6" VERTICAL CURB PER ACRID SUPPLEMENTAL SD-701. 12 HEAVY DUTY ASPHALT THROUGHOUT PARKING LOT. e O ATTACHED CONCRETE SIDEWALK PER ACRID SUPPLEMENTAL SD-709. 'oo a to v 2.0% MAX. CROSS SLOPE. WIDTH VARIES, SEE PLAN. 13 CONCRETE SLAB e of O PEDESTRIAN ROUTE WITH STANDARD CROSSWALK STRIPING. CROSSWALK NOT TO EXCEED 2% CROSS SLOPE. 14 PROVIDE 1.5' WIDE CURB OPENING FOR DRAINAGE a ® THICKENED EDGE SIDEWALK, TYP. u 15 ND GUTTER IMPROVEMENTS. MATCH TO EXISTING CURB AND o 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708 i6 GCURB UTTER. BARRIER CURB, TYP. 2 c6 12 © PEDESTRIAN RAMP TYPE "G" PER ACHD SUPPLEMENTAL 17 6" REVERSE CURB ee 19.00' SIDDBLOCK TYR O PERPENDICULAR PEDESTRIAN RAMP PER ISPWC SD-712 WITH 18 TYPICAL 3" WHITE PAINTED PARKING LOT STRIPING, TYP. DETECTABLE WARNING. ® PEDESTRIAN RAMP TYPE "C4" PER ISPWC SD-712C WITH 19 TRASH ENCLOSURE, SEE ARCHITECTURAL PLAN 2 DETECTABLE WARNING. HANDICAP SYMBOL (a 18 Ll N 19.00, N TYP. 5.00' 2620 SD SD G SD 9D SD ryw LO 16 9 18 C25 6 C41 TYP. 1 ww- o 0 9 8.00' ao o �{ 12 C 5 u 2619 a I 17 17 1 1 Go � I 0 8 X 0 I I � I m 1 I o m 25.00' • o 0 v N o 4 16 9.00' 0' C'r, 18 TYP. c, G,tih \ I 13 w w w 26?p I 19 0 0 � M O L16 O Lo 1 .y G 12.00' CURVE TABLE CURV # LENGTI I RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH C1 39.22' 25.00' 24.95' 89'52'52" S45'08'12"W 35.32' C2 14.94' 10.00' 9.26' 85*35'17" N47*17'00"E 13.59' C3 4.48' 3.00' 2.78' 85*35'19" S47'16'59"W 4.08' C4 4.71' 3.00' 3.00' 90'00'00" S44'55'21 "E 4.24' C5 7.85' 5.00' 5.00' 90'00'00" S45'04'39W 7.07' C6 14.14' 4.50' INFINITY' 180'00'00" SO'04'39'W 9.00, C7 6.28' 4.00' 4.00' 9900'00" S44'55'21 "E 5.66' C8 35.40' 132.00' 17.81' 1622'02" S9'27'42"E 35.30' C9 37.65' 28.00' 22.29' 7TO2'41" S21'22'38"W 34.88' C10 21.04' 12.00' 14.42' 100'27'59" N69'52'02'1V 18.45' C11 28.30' 93.00' 14.26' 17'26'03" N10'55'00'1V 28.19' C12 7.85' 5.00' 5.00' 9900'00" N45'04'39"E 7.07' C13 76.37' 157.77' 38.95' 2T44'04" N89'55'35"E 75.62' C14 11.70' 5.00' 11.78' 134'01'05" S36'55'54"E 9.21' C15 9.16' 3.50' 13.06' 150'00'00" S74'55'21 "E 6.76' C16 14.14' 4.50' 606036.41 180'00'03" S89'55'20"E 9.00, C17 14.14' 4.50' INFINITY' 180'00'00" S89'55'21"E 9.00' C18 4.71' 3.00' 3.00' 9900'00" N45'04'39"E 4.24' C19 6.71' 5.00' 3.97' 76'55'08" S51'27'48"E 6.22' C20 3.27' 30.00' 1.64' 6'15'05" S16'07'46"E 3.27' C21 7.88' 5.00' 5.03' 9019'57" S25'54'40"W 7.09' C22 7.90' 5.00' 5.04' 90'29'44" S63'40'29"E 7.10' C23 101.1 305.00' 51.04' 19'00'00" S9'25'21 "E 100.68' C24 23.56' 15.00' 15.00' 90'00'00" S45'04'39"W 21.21' C25 38.81' 25.00' 24.55' 8856'55" N45'26'54'W 35.03' C26 7.85' 5.00' 5.00' 9900'00" N45'04'39"E 7.07' C27 8.64' 5.50' 5.50' 9900'00" S44'55'21 "E 7.78' C28 7.07' 4.50' 4.50' 9900'00" S45'04'39"W 6.36' C29 14.14' 4.50' INFINITY' 180'00'00" SO'04'39'W 9.00' C30 6.28' 4.00' 4.00' 9900'00" S44'55'21 "E 5.66' C31 31.42' 20.00' 20.00' 89'59'51" S45'04'43"W 28.28' C32 14.66' 7.00' 12.12' 120'00'00" N29'55'21'1V 12.12' C33 13.09' 5.00' 18.66' 150'00'00" N74'55'21 "W 9.66' C34 7.85' 5.00' 5.00' 9900'00" S45'04'39"W 7.07' C35 23.56' 15.00' 15.00' 9900'00" N44'55'21 "W 21.21' C36 7.85' 5.00' 5.00' 9900'00" N45'04'39"E 7.07' C37 4.71' 3.00' 3.00' 9900'00" S44'55'21 "E 4.24' C38 4.71' 3.00' 3.00' 9900'00" S45'04'39W 4.24' C39 4.71' 3.00' 3.00' 90'00'00" N44'55'21"W 4.24' C40 14.14' 4.50' INFINITY' 180*00'00" S89.55.21 "E C41 14.14' 4.50' 1 INFINITY' 180*00'DO- S89.55.21 "E 1 9.00' (JUB 1-1.1-13 ENGINEERS, INC. ZCD c CID M Ir O c) a0 o Lu " U 7 (� LLJ Z3 3 cu Z C) 5 c 3 Lu m co 0 D N AGENCY REVIEW F/GH NOT FOR CONSTRUCTION o Z m F p �ul = w W U ¢ �0oao Y W U W ILa=zmw O0F Jj OZ Y } F R�: N �Q[Ifma m o C6 x �c�rt�w z Q m Q ~ < wo 3`�rtcwz� zO a< omw0 oJN3Zo 0z=�°J w Z O Wo�� wm � w O O r W J C U =o�= U) 0 Z(r 0 D O w>(r K W C wm W 0 n Y _ of Z �[If IfW mF=zO O ov am C) J Z G Z I- Q O J 0 Z_ LU O Y • O FILE: 10_22_019 C-301 JUB PROJ. # : 10-21-127 �,YDRAWN BY: KMM KnowlnMaYS below. DESIGN BY KMM Call before you dig. CHECKED BY: KHM ONE INCH CALL 2 BUSINESS DAYS IN INCH, FULL AL E, C NOT ONE SCALE ACCORDINGLY ADVANCE BEFORE YOU DIG, LAST UPDATED: 5/12/2022 GRADE, OR EXCAVATE FOR THE SHEET NUMBER: MARKING OF UNDERGROUND C-3�� MEMBER UTILITIES