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HomeMy WebLinkAboutC5.01 Private Area Grading - ■ CD LU g2 L29 _-- Sheet Notes: 8,335-SF ` __ _____ � - � •-. T H E B2 L31 B2 L32--_----------------- 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES � � B2 L33 B2 L34 B2 L OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS LAND 6,738-SF ------------ --------6,848-SF 6,858 SF SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES B2 L30 --- -- 6,869-SF 6,879- . ALLOWED ABOVE THE MAXIMUM SLOPES. � � 6,144-SF � GROUP ACHD I _ I CLU LU - _-- - -- 2. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE UNLESS INDICATED OTHERWISE BY ROUNDABOUT , y y --- - - ----------- --- ■�-______---------- THE FOLLOWING ABBREVIATIONS: PROJECT w \ _ - - - BS-BOTTOM OF SWALE FG-FINISH GRADE GB-GRADE BREAK I - ____----------- , HP-HIGH POINT / II --- LP- LOW POINT - , MX- MATCH EXISTING - 3 � ----- ---- --" - TG-TOP OF GRAVEL ROAD TBC-TOP BACK OF CURB CDTC-TOP OFF CONCRETE W �Cr FG/MX: 44.75 ± l 44.69 m 44.62 44.57 44.78 44.88 44.98 00 45.0 3. ADD 2,500'TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION. -- - - °C I I - - - - - -- - - - - - - - 4 GRADES AND STATIONS WITHIN ACHD JURISDICTION, SEE I TG/MX:44.48 ± - � - - - - - - - - _ - - - - - e� � ,Erl - BS:43.78 FOR ADDITIONAL STREET R N - _ -� �. - - - - - - - - ROADWAY PLAN &PROFILE. - - - - - - - - - - - - - I o 0 0 0 0 0 0 0 0 0 0 0 0 0 1 o TG:44.78 0 o 0 0 0 0 0 0 0 0 0 0 0 o N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TG/MX:44.72 ± o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o�To�oo�0o�0o/0-� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 o N�o 0 0 0 0 0 \'oUvU Keynotes: /� J 0 0 0 0 0 0 0 ��������o Ll" 7L7" 7Ll /i l to 0 0 0 0 0 0 0 0 0 0 0 • - - TG:45.02 T 2544 - - - - - - - CC I I IRR GIRR GIRR GIRR 1. INSTALL PRIVATE INFILTRATION SWALE PER DETAIL 2/C5.02. FG/MX:45.18 ± r T GIRR - GIRR GIRR -- r 45.50 - GIRR GIRR IRR -- AGM - L6 CR - -2545 I BS:43.48 T " BS:42.25 - - - - 2544 - M- - - - - i _ _ 2544 Li; - - - - - - 254 V _ •M C 77 FG/MX:44.48 ± - - - - - - - `� - -- - - -- a er al Legend: FG/MX: 44.93 FG/MX: 44.76 ± ± ± + a d I FG/M :44.91 FG/MX: 43.97 _ , FG/N � INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. WIDTH PER PLANS. I , Private Area Grading - NMID Easement West INSTALL GRAVEL ACCESS ROAD PER ISPWC SD-304. WIDTH PER PLANS. 1" = 20' B2 A B2 L36 - ----- --- ------ -------- -B2 L37 B2 L38 B2 L41 - __------------- B2 L39 B2 L40 6,879 6,889-SF------ "-_- 6,899-SF 6,909-SF 6,920-SF B2 L42 B2 L43 ------------------ 6,930-SF 6,940-SF 6,950-SF 6,961-SF ------------ - W ■ ■ - -2541 - - _ CJ C 2545 25R2 , 0 45.09 -- - 45.29 45.39 45.49 45.59 O 45.70 45.80 , W 45.9 - - - - - - cc - - -- - - - - - 2542 - - - - BS:44.49 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 543 - 0 0 0 0 0 0 0 0 0 0 0 G - - - - - - - - - - - - _- r oo50o0�o�o�o�o o�o�oL TG:4-49�G vovovovovov o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ` TG: 45.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 0 0 0 0 0 0 �-�lc-plc-nc-nc�c� to 46,262-SF G o 0 o c o O - GI R- - �� G1RR -2545- c - -- - - - - - - GtR- GIRR - - - IRR R GIRR _ 46.33 46.33 _ 254 N_ 2543- - - M - - - - - - - - - - - - - - - -2544 2545- -- --- -- - - t- - 0 2545 _ - T - - -- - - - - - - - - - BS: 42.86 M r 2Sa - - - - r r OR FG/MX: 43.03 ± FG/MX: 43.21 ± - - - - - - - - - - - - - - - FG/MX:43.38 ± FG/MX:43.46 ± �� - FG/MX:43. 4 ± FG/MX:43.75 FG/MX: 43.81 ± , O I ANN CO I a !c CO ■ ■ CO Private Area Grading - NMID Easement Middle = z 1" - 20' Lo � m � B2 L43 B2 L44 B2 L45 B2 L46 B2 L47 1310 L26 6,961-SF , 6,971-SF 6,981-SF I 1610 L251 1 Revisions 2 6,991-SF 6,442-SF 6,959-SF I II I � 6,348-SF / II�' 1. AGENCY COMMENTS- 10/24/25 I Ld I I 1 II II 1 a� C'J 1 ■ _ ,o - - - - - - - - - - 2544 II �/ I B10 L24 - - N Caloc ���G� 7,257-SF h I 254 - -2JW 46.31 46.73 47.14 - \47.10 - - 46.44 47.06 -- -- BS:44.90 --- - - - - - - - _2545 � BS: 46.24 E BS_46.06 ! _ i TG:45.90 E � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �, o 0 0 0 0 0 0 0 0 0 0 0 0 o TC/TG:47.18 0 0 0 0 0 0 0 0 c 1 TG:47 06 ZpNAL E o TC/TG:47.23 T> EG o 0 0 0 0 0 0 0 o u,_r�o-r����o Eo 0 0 0 0 o E o 0 0 0 0 0 0 0 - y TC/TG:4�.23 �c g TG: 47.30�P cc G GIRR GIRR - GI 2546 2546 G 2546-- - - a,629 sF - - - � ________ GIRR -- - 46.56 o - _ - - - - - GIRR GIRR- - - - 5 6 8 0 0 2545- " 47.25 _ JI L1- - 46.59 - GIR G- 7 0 o IRR =2544- - - - - - - - - _ r - - - 2545 M 7 L - r=- 46.08 10/24/2025 - "- -r - M- Ste,_ BS:45.05 R6 - 4 30 o o �'�� ,�� --- - T o - 2544 0 ???- `� TE OF VOP - - -� - - - - - - BS: 45.73 - BS: 45.32 `9�ES W.G FG/MX:44.35 ± FG/MX: 46.02 - - - - - _ = _ 2546 7F G - - FG/MX: ??? ± ± ??? -Ty - - FG/MX: ± FG/MX: ??? - �I � FG/MX:45.98 I -2546 Project No.: 123200 TG/MX:45.75 ± TG/MX:46.00 ± I L - - -2545- Date of Issuance: 09.02.2025 2543 - - - 2544 - - - Project Milestone: PERMIT I - � 2542- - - - - - - - - - - �s��� 2542-_-_- 2542 _ Private Area Grading - - - - - - - - -2543- --- a -2545 - - - Private Area Grading - NMID Easement East 3 111 201C5mOl