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HomeMy WebLinkAbout008 C1.2 Overall Grading & Drainage w I W 44Y-W -�----w- W W W W 7` IIIII __-4944 - .W-w w W 49'J. - W w -W __ ARY-w �:w�'w �e'.w���..wivwwwwwwwyE-HµIH w w _ -��- - F _ _ _ _ _ _ v V WIBL _ _ � ________ �-5�-� __ _ SEWER S z s \ __4946.0- `y ram'iI d ,dld�'I O� j W Ilul ---___ 4 SPACES - --- CURB INLET ------ 13 SPACES - '- � - e� 5 IYII GRD BRK -_-- TBC 4945.85 ----- - EXT'G STORM _-_- _--- _---_ - `J.IIIII / Li 1I !�i } SEWER I i TBC 4945.78- /� p I I 15"INV THRU 4942.07 IIIIII/ N II I 12"SD `� END CRB \ / ; I II $ m = I HIM - -- L=58' TBC 4945.68 ` - • I I + I 3 - -- -- -- S= lo❑ III I I SCALE INV OUT 4941.95 I \• 45S 1947. - / I I I p ,�C 1 I III I I o v m m I"/t I I 1 1 \\\` \ I I I r I ' I 49 6• qa I� �'�� � \ 1 8 N I j II � \\ I I II IIII j$I o' I ----- B..so\ J 'i 1' 947.0 I 1� t i / ;' li-h= 3W EXISTING I I m t h v \ STORMWATER INV OUT 4941.95 18 SD qq 5 qp II tl I BASINL=0.2% ` I II Ijj I 494 FY-i€'I'I-III-Q�I�/I I'I�II-I I- kAI,l��,I.hIIt�-A.'1h->//�o,TT o o�/I°°/I"ry'/p joa S\id\h-To//\\IO v�/'\'R\-{\\�j M_\r\�\'\\\`\`U�\O,\`-\\\\_`\\`\\\\\\�i_\\\,1 B7`\_/III II I�II I(\/I I//I-\lI/II.I/I/I�'IiI\I-I-�I iiIrI�\I II/I�II i".�-mo.--I_I'/�\�-_\I_-I_I Y`--I�8SAtI�I��9_,--`__'/\r_\--/'\-_l_J-_P�i-_`.\^1 ce 1-L-_-_J_I_`_1�11_"-v_II-_\1pp\.'-`--I\2A�p\9-9\�g-9-�_�2 T_v1_.4 vo8�4_o1 4`\5_/A'1Lg0_3-\.°01•4/•/_/II_1i'�.-`_---4-_j-4 A_9--9��A�®AJ���__.4�-_6-11I.\I 4{'11I`9.1-\\`I 1�\\i�\---9<�/r'�6_��.g\O-SII-i I�'I�INI_\�I-II 4 II I�6-�p-YgSF-9\\L1\\44V��\O-1p4\g-`--P9�S.\5®3��3{/-.\-Y\�-10 o`95\//a\%I'\�r\`II-I II-II II tTTII1IgI-I m I/I 1-._'9�-\-9-`_1 bJ"``--p�---/g��S-\l_r m�-�.-_\-s Sp-_s®�:�4-�9\t��\\'S IIIjI I✓I II1 'iy\b i'9y•b`y '/4y--s•9 e q-5>_-�'��/'9----5�'�f---'-//F--/�-".4'---9-/_�5-oy-b 1\�.\/__5-i/-\9�-srXa/--.L;nJ q/,�g9-Sw 2 s%�.-®-�_i 1-9^6'w 4 s 69-i\/4-8•�,'/_.��/-�////J J/\`-.'��-�_1j4 II,\g�1_S\�_I\I 1\I1'I-/4J_I�I`I�g,/s-_\Il�/s,_�/I\®^/-_/-�"�p/_"//__�/'__/\�_�/_c.s/�aI_I-3__/3 I j__/__^-_-__-C.3/-j-"/_'/'-UIVJ�-(--//-_e��/--/._i_-3/il 1i/-�I I•`--'n_\I\IG 3'11/-,,1-///'-/_j/\I/'I1 1\/'/�//-_,�//-\i/-/'"-/i-/\�'/\//\/""/\�/ Ii1IIi 11 II;III I.II II II'i1 II II I II I4 IIIII I I Ii II Ji'II j I.i I Ij;i�1i I l 1 I I 1 II I I I III/I I Ii I1�IjI I II GlIjI li;IItt II�III I 1 lI I�I'hI II Iv IIII,I I'II1 I\IVIII 1 I II I II I1'II I�I II11II�{I'IIIl I 1IiI II\II i iI I IIII'lI II IIIIJI I I IYI`II I IIIIIt/I IIII�'/IfI/1I II%�IIIIIVI lII I/II I`I'�III II III I II III II IIII III1lI IIl I I I II$1II;I II I`I.I I I IIII lII$II I 1 I I I II III,I I. I$II•i;I�II jII (I/II yyI$4 iI I I III II I IlI I = II I I$II I$TII I I.•I II I I ' \EX --- O L CURB INLET F.F.ELE T BASIN ,TBC 4948.0 4949.85 AND I,11 5"INV IHRU 4942.03 BE RTN\IWA STORM SEWNER REVIVED p9qI lit SLOPE2% MA 15"SO IN ADA STALLS ® 94 EX SEWER ;I� 15"SO AREA IN L=104'-4948. 1" 4 5=0.5%XT'G WATER 5MAIN LIT 4944.6 4g E SLAB L TOWARD DOOR 8 4 616 'A EA DRAIN 4948.48 DRAWNRIM dS�B' QI�oYO-�.e-�:wFr'"�OW(Nw<~o�4+1ar oc'TCre�[s ss sqGasEcoO�B 15' NV OUT 4944.06 REVIEWED BY: XN .�FkYA 0 a- X c =d- yX 4949, I/r 4950.0 - PROJECT ENGINEE1I R V:/ WWC G B 9 A, 949 194 DESIGNED BY:CGB F.F.ELEV 4952.65 4951. 7 > IX 4950 2% MAX SLOPE 49$1'4952. N ADA STALLS I4949 --_^ 4951.5 L END CR TBC 4951.3 II I PIP END CR p BC 4951.8 w _W 91 q W w Old 1 ;I II U 18"CURB rn0 -2 1 k IJ CHASE 49,4 IL 2%---- v MAX SLOPE IN STALLS q� 1 Ae _ UI I I / I I F.F.ELEV 8 4956.8 ®\ -------® F.F.ELEV 4957.45 IN A STALLS SLOPE ________-_- i i16 C XSL2% / A I I IN ADA STALLS Qa T - '--'-SLOP E SLAB® 1%tTOWARDD OOR -'--'-- -- >9 V II . `TY II I � SSSIy�I'��gE II _ 3 -ice.-_ ----F I�/f SIB i/1sb W W W W \W \ �y W W/ i --- -"' I5 I T-3 w W 1l W W _ SPACES _ w/ w w w III / ----5ems �2 GRAN Efl5 ^Y i�o�� l y h s s [ IIIII --- ____ �--� IIIII ' " �w I �_w�l ---$E-Ti'�ETTBLi�D.-- p _ w .=w IIIII � % GRADING PLAN / I IIIII �----- ' � IIIII / � IIIYI / w w W-- _ / \ PROJECT:17-130 \\ -- --- DATE:FEBRUARY 2023