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HomeMy WebLinkAboutC4.5_Detailed Grading C� Q M 1 o O U O �III GRADING PLAN LEGEND, NOTES - �80.27 TO D LJ i A 00 a� ---------- - ° J --------------------- ------ ------- ■ ♦+ o rn _ I� BREAK 1 1 1 1 l 81.13 TOC N >, 1 80.50 TOA -1_27 1 05 ao 81.08 TOC 2) a' I so °sF °a hl �- EXISTING CONTOUR (1' INTERVAL) � � °� = c'3 w - I 80.47 TOA -may 4 1 2681.85 FF ■� Z 80.66 TOA .70 T�, 8�0.80 TOA 79172 T A °1 ° "° i i i I i i gill -0.5 a 81.13 TOCco 80.82 TOA O -1 1% 6 ' 80.53 TOA 80.14 TOA I ;;*°R 5 s1.13 roc 2681.05 DG FINISHED GRADE CONTOUR (2.5' INTERVAL) L 89 0.36 TOA I N 1 I � II ~° cv 80.48 TOA 80.50 TOA ° � 81.13 TOC Z HALL.. F Z '2. I 80.22 TOA 1 ,NSF o9 Ind iil �" 80.95 TOC '.4 -2j�1 FINISHED GRADE CONTOUR 0.5' INTERVAL II° °° � • -- °u1Lu11'N��� 81.13 TOC _ �S�/ ( )--- - 8 JUNCT MH 3 I j ' 'µs ' �15.58 TOA FINISHED GRADE TOP OF ASPHALT ■ a II' ° J► - 81.23 TOC o I �1 9� 81.23 TOC q g% -ys� 15.58 TOC FINISHED GRADE TOP OF CONCRETE 0 a° I -- 81.20 T0C ° 1 0 = Z w I =� 81.11 TOC 'X ° �o I ® I W CB 3.2 ssF 0 �o� _ 15.58 sw FINISHED GRADE AT SIDEWALK U) - ° I - 1 � w ( � ►� W ° _________ ° _ ° \I I° i � � o o =� ��/ � / �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB � W w I II I I I j �'9 �� 80.83 TOC I / .� = Z w R+Ioo 80.54 TOA I I B0,1 1 TOA I 80.91 TOC i� 15.58 TRC FINISHED GRADE TOP OF ROLLED CURB U 1)CLB STRICT sl�ron I Z w CQ a 1 80.70 TOA I _ f_ I _ I ° �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE ~ o LL ° _ 80 0 TOA --------- --- ------ i W 80.40 TOA I 80.22 1�OA 1 ° J cn c b 80.351 TOA ------ -- 1 --- 8 �15.58 EG EXISTING GRADE ui J 0 2681.70 FF I ---t- ° 1 81.1 S 0 ���������� - DIRECTION OF SHEET FLOW V 81.4 FG -,�-� 1 � �.���. 2682.30 FF w 85.9:FG. 2680.90 DIG I % i - 2681.50 DIG 11.00 FF BUILDING FINISH FLOOR ELEVATION I. I C 11.00 EG LOWEST EXISTING GRADE WITHIN JU I TA �42 ffOA cb -- I I BUILDING FOOTPRINT �pNAL F co - II _ - __ ___ __J I 11.00 DG 'DESIGN GRADE' OF BUILDING PAD SS Nc 80.61 TOA I -- - N II 'I I 1 --� _-- __--- _--- BOTTOM OF 3 4"- MAT..SEE NOTE ON° - -t- - � � �--------------- [ / �o �10/16/2023� F DETAIL SHEETS FOR ADD. INFORMATION] Q 1 I I i 81.50 SW _ 1 ° \ \ \ I I - ° � °I° -- 1 882 II I 41 ° 9 i �L I ° ° ° �� ° a a °� ° ° � ° ° ° a ° a° T PEDESTRIAN RAMP (SLOPING DOWN I III ° I I CLB STRCT 4 - - I I W/ ARROW DIRECTION) 9T + II I ® ® ® 1 ° Q FOF� 16 o I I 80 0 TOA j RAMP SLOPES MUST MEET ALL ADA GUIDELINES & �FV/ P'' II I I I I I REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX N S. CR I I ° \ CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO II ° I - _---- 80.64 TOA L_ i 9 \ a TOLERANCES FOR ADA REQUIREMENTS. 11 _ 1 CHECKED BY: ---- I DAVID A. BAILEY P.E. ccn II° ° 81'� SW I 1 `� I I NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% II 180.73 TO 39 I 1 82.35 SW _ DRAWN BY: SLOP THROUGHOUT 1.00% 2.00% IN ADA ACCESSIBLE E E E I ( 81.92 SW K SC II °I I © 8° 4 T I ° ° AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT 2682.10 FF 2682.55 FF 2682.55 FF 2682.80 FF ° SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE, II so.41 VG- 2681.30 DG _ 2681.75 DG 2681.75 DG � 2682.00 DG 5% MAX LONGITUDINAL SLOPE). � POOL DECK DESIGNED TO FALL WITHIN 0.50%-2.00% SLOPES. ° 81.40 TOA ° A80.86 TO -3 sq CONTRACTOR TO VERIFY SLOPES AND NOTIFY DESIGN 81.15 TOA '° a 1 Q ° I ° ENGINEER IMMEDIATELY FOR REDESIGN IF SLOPES DO NOT I FALL WITHIN RANGE. �+I00 h I �-3. q �. � oO o ® ° 2681.70 FF 1 w ° 2680.90 D G i80.98 To 1 z m 4 C��C- �1 n�� ����� ��� ��/��/ �/O C o i I I v 9% j°°o3 maaa o < � 1 o 1 : p�w W � 1� P 1 181.10(TOAa3=a� Q N I la I N o N 00a00 81.15 TOA 2682.25 FF 2682.50 FF 2682.75 FF 2683.00 FF C z 1 I I 2681.45 DG 2681.70 DG 2681.95 DG 2682.20 DG o 1 .::::a: 1.50 sw 1 \ C I 81.18 TOA I 80.91 VG 82.07 � // 82.32 SW 82.57 SW / I ° 82.82 SW ----- -- -----I-- ------- ------- 81.05 TOQ W 80.99 TOA Ej I 'n 82.00 TOA 81.28 TOA / 81.78 TOA 82.21 TOA _ -I 41? 268 j 81.72I TOA 268? F - I CB `� II 1 ° ° L_r 81.111r0A -I ---r---rT--r-��--- ---r-- -- ---------1-r-------- -------0--I ----_ 81.05 TOA Q . . . . . . . . . . . . . . . . . LIII°. . . - N I 81.21 TOC 1 ti / 86.7 FC1 w w w v� w w iw- w w 82.2 FG a 1 81•� 81.00 TOC II � 80.60 TOA 268 J 0 81.52 TOA 1 _L3_7 ,_ 81.49 TOA 81.511 58 TOA 81.98 TOA _ 81.8 TC ° I 81.21 TOC I I \ - �+100 81.01 TOC I I s s s s s s s s T s s s s 1 11 80.99 TOA ° J 82.01 TOA I I I M k. �* P UB l S i� PRI VA E) 0 S ® I 1 ❑o ❑o ❑0 1 - --- -- n ------- �� / 82.02 TOA o 180.94 TOA N� _ I III � --- - ------- b;';. Q 81.40 TOA 81.40 TOA 81.42 TOA I � ° I ° Q „ 1 81.26 TOA I $1.47 TOA % 81.25 TOA a I 91.49I TOA�jj 1 1 82.05 TOA O I I ° - ° I 82121 TOA I ° 81.02 TOA I P1.68 TOA 111,1111111, NI a I ° N ° - ,':.:.: ° I coi a ° °. i 81.13 TOA O 1 1.50 SW 82.67 SW � I 1 0 ° - - =27- ° I I 6 a . 2682.90 FF 2682.90 FF . 1 `p ,- 1 2.682.40 FF ° 2682.40 FF o 'a' o I I 2681.60 DG 2681 .60 DG 2682.10 DG 2682.10 DG 1 �81.23 TOA 82.70 SW 2682.10 FF �C 82.20 SW OHO ° ° I 2681.30 DIG C Ilo I� I 1 81.50 SW 1 ° �o Q ° 41 ° I 181. TOA ° - I° ° V / II ° a $oo III I a' 181.43 TOA \ 8270 SW .>;+,': , ; '_'' 83.10 SW Li 1 II a i "4 ° a 2682.90 FF` _:. '� 'Y=° {2683.30 FF 2683.30 FF 8358FGFG II II i i ' w 2682.10 DG 2682.50 DG 2682.50 DG Q 81.50 SW 181.53 TOA--Z , 1 DATE: °° I ° 1 181.49 TOA q L_____ ____ 10-13-2023 -----/- III° a1 ------ PROJECT: --- --------- ---� a a . III I OpOU O OOOOO� Ov O� O� O O 20 0 10 20 40 c2o21-027 III°I. � ° ° p p 0 0 0 0 0 0 .��. � 0 0 0 0 o SHEET I III L - - - - - - - - - - - - - - - - - - - - - - - - �� � N I P 82.8 FG 82 ­T .7 FG 82.2 F �19G SCALE IN FEET I III [82.8 EG] [82.7 EG] 81.55 TOA III ° I [82.2 EG] \ ® [81.9 EG] C _ 1 11=201 r �