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GRADING NOTES <br /> N r-J r, N-_ <br /> A ASPHALT TO DRAIN AS SHOWN ON SHEET A-1 __j 1 --1 _A _j <br /> TED TO EXISTING STORM (D (D (9 (D <br /> coIII 13� CANOPY DRAINS TO BE CONNEC ------------ <br /> ap <br /> SEWER AS SHOWNC17 � <br /> . <br /> 111 III C. CONTRACTOR TO VE0RIFY EXIS*fING ELEVATIONS PRIOR T <br /> 8) 6 <br /> STARTING WORK. �:- Q <br /> 111 III D. SEE SHEET A-1 FOR CONCRETE SLOPING & CONTROL. JOINT cc) r-- <br /> PLACEMENT. <br /> LEG.ENII 111D: <br /> X XXX XX - EXISTING GRADE ELEVATION <br /> XXX_ xx - PROPOSED GRADE ELEVATION <br /> 2. 13 3 . 0 133 . 06 <br /> FE XXX XX TOP OF: CURB ELEVATION <br /> III 111 -1 ION <br /> c xxX,XX BOTTOM OF CURB ELEVA <br /> [1313 ECXX XX=XXXX-XX I > <br /> z <br /> Ti xxx.xx < <br /> -ION <br /> TOP OF ISLAND ELEVATION <br /> 7 <br /> III M XXX XX CONCRETE MAT ELEVA"I <br /> T_TX_XX X -TOP OFCANOPY FOOTER <br /> 0� Lil <br /> ELEVATION Jj V) <br /> III III LiJ <br /> Ce 0 a <br /> ol [INV=XXX XT INVERT ELET <br /> VAION ILL, <br /> LJ _lj <br /> D D <br /> L.LJ <br /> Z! ELEVATIONS 1 O� CRITICAL ELEVAI <br /> ri 34 * 0 \D - 4 <br /> V) <JN ,�, of <br /> TOP OF CANOPY FOUNDATION& 132.40 <br /> 1 3 3 , 7 > CANOPY COLUMN DRAIN INVERTS: '132.80 <br /> 3 4 . 09 134 UNDERSIDE OF CANOPY FASCIA� 151.00 <br /> F_ <br /> -TOP OF TANK: 128,01 <br /> TlIII 1III 3 <br /> L <br /> 09 �ti) III <br /> 34 . 10II <br /> II [LFim 133.80 III <br /> _0 <br /> INV 132.00 <br /> 7 <br /> BOT 129.80 <br /> III 134.00 134.00 III <br /> X <br /> N\ I <br /> c) <br /> C�_� III °` <br /> III <br /> q unoounoouoo C 134.00 , I 134.00 <br /> S!Di�,1 <br /> 0 <br /> C9 <br /> 000000000 I 34 . 10 4" <br /> RIM 133.80 <br /> 8"FS �) <br /> CB 32 SLV <br /> INV 131.75 <br /> SOF 1 S E 2 <br /> Tl 13-5 29.80 <br /> III 134 . 10 RIM=133.36 <br /> M 1'3 0 <br /> I III III I .E. OUT=13 A6' <br /> z <br /> o <br /> 133 . 54 III134 , 10134.00 <br /> DE <br /> Si <br /> 15 <br /> III _ <br /> INV IN 130.25 <br /> �j LL. c) <br /> 7'53_�_0 CD Z Ir <br /> RIM <br /> III <br /> IIIS,DE 2 Lu <br /> INIw _.V 131L55 0 (f, -, <br /> 2� Cl > <br /> T '134.50129.80w C) X <br /> IIII BOT <br /> 'n LL <br /> m 73-466- <br /> IIIIII134 . 10 T1 134.50 N <br /> z <br /> M 134.00�) III _ .__-_ <br /> 134 . 17 <br /> III 134.00 134.00 <br /> SIDE � \ _�-r.-, 0 <br /> ---- 10 <br /> x----- <br /> RIM '133,80 <br /> ! IIIIL L L z <br /> III '131.35-" <br /> CB 31 1 N V <br /> 73 4! <br /> F 1 _j�05 BOT 129.80 <br /> III 134 . 12 <br /> RIM=133.20 4 0 uu <br /> M 4�00 <br /> TRUCK 2 z <br /> MAINTENANCE vim I .E. IN=129.39 134 .II 24 <br /> GARAGE <br /> I . E. OUT=129.39 z <br /> '1�_4�00 SIDEI 134.00 34 , 24 <br /> 0 <br /> t %N. <br /> RIM 133,80 13 4 . 10 <br /> siD INV <br /> EiTF 1,34.50-1 op <br /> '452�., BOT w19,80 <br /> M 134.00 <br /> T,_o I <br /> TI 134.50 Eff-77 <br /> 134.00 3 4 . 10 <br /> 34 . '10 <br /> M 134,00 <br /> D <br /> 133. <br /> (oD <br /> 114 11DE 1 <br /> S DE I <br /> Wt <br /> 0 <br /> 0 <br /> F _1 <br /> El q <br /> L I 0\ < r, Z, <br /> 0 <br /> S07 s.7 r < <br /> LL <br /> z <br /> Lu LL. z <br /> Ito COD INV OUT 1 "5 <br /> > <br /> -V;4 (76 134.0 > <br /> <= <br /> M­ 133.85 < (D IC'�� <br /> RIM <br /> LLJ <br /> LJ <br /> U) <br /> RIM 133.80 Lij Z 1, <br /> INV 131.15 13410 <br /> L <br /> U) B=0 ��l �8 L <br /> '70 <br /> U <br /> 134 0 <br /> CL �IyO� <br /> LLJ <br /> LIJ <br /> Z3 <br /> -0 <br /> c: <br /> > <br /> Lul <br /> 0J <br /> 0 <br /> -. 134 . 10 13 3 . 1 <br /> (D Z� <br /> ...... 13 4 . 1 U`k 08 <br /> Q/ <br /> Lu <br /> > z c, <br /> 13 4 . 10 # <br /> LL <br /> SCALE: <br /> pij <br /> 1 1 0,_u, <br /> rTl E <br /> @00. CO) LA <br /> U) <br /> < (o <br /> DRAWN BY <br /> U <br /> m GIZ <br /> "J 9 <br /> _E <br /> DAI <br /> C) <br /> cn <br /> 1/25/2015 <br /> �A <br /> 133.80 134.20 <br /> _IH:0E A l,' PROJECT NO <br /> m 20 0 10 20 CA-1008 <br /> 134 . 10 <br /> DRAWING NO <br /> 1 INCH = 10 FEET <br /> 00 <br /> F-Ti <br /> III � 0 <br /> 0 <br /> 0-1 <br /> 1 <br /> C-3 34 . 10 13 4 , 20 134 . 11 134 * 16 <br /> 2 <br /> -n <br />