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HomeMy WebLinkAboutC5.02_Private Area Grading Grading Details ° Sheet Notes: 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES 0 a OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. ° I 2. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE a FUTURE PHASE FOLLOWING ABBREVIATIONS: ° BS-BOTTOM OF SWALE cc FW G-FINISH TOP O BOARDWALK GRADE GB-GRADE BREAK I HP-HIGH POINT LIP-LIP OF CURB ° LP- LOW POINT MX- MATCH EXISTING TA-TOP OF ASPHALT ° o TBC-TOP BACK OF CURB o FG:51.44 FG: 51.25 a TB-TOP OF BASIN m c5 TC-TOP OF CONCRETE `Y � BS:50.57 BS: 50.38 I � I ;,foi - - - - - - 2551.- # To - - - - - - - - - - - - - - - - - - - - - FG: I° �Oo 255r� I _ FG:53.34 -2552 FG: 51.34 _ I 3. ADD 2,500'TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. -__- 2552 - - - - ---2553- - - - - FG: 53.28 _2553- -- FG: 53.25 - - FG: 51.05 4. FOR ADDITIONAL STREET GRADES AND STATIONS WITHIN ACHD JURISDICTION, SEE ---- 79 `� l_ - BS.49.80 - - - - - - - - - 49_ __ _ _ _ ROADWAY PLAN &PROFILE. ---- - - - - -_ FG: 52.96 - - _ FG: 50.67 - - - - - - - - - - - - - - - - - - - - - - - - - -- == ==2550-� FG:48.72 FG:51.39 - - ---- FG: 51.60 -- -- -_ �, - - FG: 50.81 - F 1. BS:49.25 5. FOR ADDITIONAL INFORMATION ON STORM DRAINAGE DESIGN, SEE DRAINAGE& I I 550 -- 2551 G 5 09 - - - - - - - - - I 2 / _ - _ BS7777 -7 : 49.60 G: 50.12 UTILITY PLAN. FG. 50. 1 0�0 ( FG. 50 77 FG: 50 24 FG: 50.98 (2551`- - ❑ `� FG: _ - - - - - - - - - - - FG. 51.59 _ - - - - - ---- FG. 51.14 =__ _- - - - _-_FG: 51.02 _ - -- a �NVa - - _ --- \ \ a 77777� _ - - - - 2551- -- --- FG. 50.99 FG: 50.25 0 --- FG:50.09 - 2550- _ =- - FG:49.86 0 _ � Keynotes: FG:49.44 \ � FG:49.54 - - - - - FG: 49.52 I � M 1. TURNOUT GATE PER DETAIL 3/C5.03. SEE GRAVITY IRRIGATION PLAN &PROFILE FOR I MORE INFORMATION.?sq9 -M/a�M/a I I I 9 sa;voeroraob NVa�NUa a �M/a- M/a�M/a NVa NUa NVa NVa nn�a NVa nn/a NUa NVa Site Curb & Gutter Legend:� ?550 Mva 2549 NOTE: SEE ROADWAY PLAN&PROFILE SHEETS FOR INFORMATION ON CURB AND GUTTER 12549 WITHIN THE PUBLIC RIGHT OF WAY. I I I o o�,wa � - - - - - - - 6-IN SITE CATCH CURB AND GUTTER PER DETAIL 15/1-1.50 I I ?660 I I A(Va-M/a NVa NVa 6-IN SITE REVERSE REVERSE PAN CURB AND GUTTER PER l ° CVI I NVa Nua NVa NVa O O O O DETAIL 16/1-1.50. v°I FG: 51.02 0o I ----------- - I / � I - � I ee:• I - e:e• ? / ----- S --- I °I / - - - - - - - - - -- I ��� FG:48.452546- 2� - 2549 `��_ 25482547 I rn 2548 2548 / L _ N �; 2547 \� 2547 ----- - 2546 2546 - FG:48.45 I -2550 �� 254811� - - _ ❑ - _ _ 49.25 - - -- - - _ FG: 50.83 FG: 5145 � _ - - - -- - - - - - - - - - - - . ------ ------- ------ - --- - �, ------ - 2551 FG: 50 FG: 50.30 -- --------- - _ _ ------ 00 FG: 50.77 - - - - - - - - - - - - - - -�. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -- - - - - - _ FG:47.86 ------ ---------- -------- _ ---_-=2552 \ FG: 52.33 � - -- ------- --2550----- ---2551 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - �- FG:49.50 2549-- ----- - - -- - I 7.87 .2547 - - - - - - - - - - - - - - - - - - - - - - - 2548 - -- - - - - - -- -- - - - - - - - - - - - - - - - - - - - - S: 46.62 --- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B �rt=2546= - - - - - - - - - - - - - - - - / FG:47.88 FG:47.55 FG: 47.66 FG:47.77 FG:47.89 FG:48.00 FG: 48.50 a I ° I FG: 48.50 FG:48.54 FUTURE PHASE I I o I Private Area Grading - Grand Lake Landscape Buffers - North Scale: 1" = 20' I � I r I C C J FUTURE PHASE = J 1 cc I -2550- - - - - - - - - - - - - - - - FG: 49.85 - - - - - - - - - - - - - -2550- - - - mmmmmmmmmmmw- - - - BS:49.51 ■� Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - --- - -- - - -- - - --- - - - - - - - - - - - - - - FG: 50.50 FG: 51.13 -- - - -2551_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -25 - -- -- - FG: 51 \ I FG: 51.85CA - -- - - - -- - - --- ----- - - - --- - -- - - --- - -- - - - - - - - .75 _ -�, ' FG: 53.31 - - - - - - - FG 50.27 I Cl) 2550 -- - - - FG: 53.38 � - - - I - - o - _- - - - - - FG: 53.05 I � Q FG:50.76 - - 2552 2553 --_ - / - - - - - - - - / FG: 50.17 0 2551 _._.. Cl) CA _ sso Nva Nya NVa M/a M/a- -__ FG: 50.05 co IRR NVa_ -- o ❑ N !Q -- L cc 00 2549 M/a 2559 - - r� a � NVa D NVa NV NVa NVa NVa NVa NVa Nva7777 _ M/a M/a 2549 Revisions 10 - M/a 1 I a� AA/8S49 I 2550 �M/a�NVa ----- M/a eeeee;ve;a; 60 FG: 49.25 - - - -- - - - FG:50.48 ll FG: 47.90 25 ------------- - - -------------------------------- 2551 -- - - - - - - -- ---- --- -- - -- -- - - - FG: 51.08 - -- 2552 -- ---- --- - - - - � - - - - _ --------2553 ---- - FG: 52.25 - - - - --- - - - - - - - - - - - -------- -------- - - FG: 53.91 FG:54.08 - -- IRR FG: 52.25 = FG: 51.02 CC? FG: 53.71FG: 50.30 - 2553- - - - - - - - - - - - - - -- ------------ ------------- - � FG. 51.45 _ -_ - - FG: 49.27 -2552 - - - 2551 - - - - - - - - - FG: 51 37 FG: 50.30 - - - - 2551-- ---- - - - -- _ - , - - -- - ------- ----- FG: 51.52 � � - -.� - -2550 - - - --------- - - - FG: 50.20 - - - - - - - -2551 - - - - - - - - - ----- - FG:48.50 -- - - - - - - - - - - -- - - - - - �- ------- - - - - - - - - - - - - - - - - - - - - - - - -_____=- -- - -- - - - - - ---- - - - --- _ - - - -2550- - - - - - - - - - - - - - - - ---,f-------- - - -- - -- 2549 -- -- - BS: 49.33 - ----- - - - - - - FG: 48.50 S ° BS: 47.63 - - _==--- - -- ---- - __ -- 2546 3� ---- - BS:47.63 i y$ZpNAL ECG FG:48.54 FG:48.81 FG: 49.08 FG:49.35 FG:49.62 i _ - - 2547_ G\S f FG: 50.20 FG:47.95 2548 - -------------- 568 - - J 04/15/2025 s f-41 OF �oP� 3 W.G --- 2549 FUTURE PHASE FG:48.37 Project No.: 123200 FG: 51.00 a -- I Date of Issuance: 4.15.2025 Project Milestone: Permit Set � -2 a a B B10 �------- ---�B,10 L5 - -�B10 L6 3 SF 4,213-SF 4,213-SF Private Area Grading , - - - - - - - - - - - V� o 254a Grading Details ;- Private Area Grading - Grand Lake Landscape Buffers - South �3 2 Scale: 1" = 20' C5mO2