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3.3 SHEET GRADING PLAN V1BUCK -20- 38.9 FG 138.9 EG] 38.00 FGJ 38.70 FG-I BC 38C r 38.3 - n TBC - O I `38.70 FG f i i O2537.6 EG O 38.60 FG-,, -38.4 1 I 2540.1 MIN TBC I 38.4 TBC j 2541.3 MAX ' 38.25 FG • 38.53 FG 38.3 ' 38.7 FG 138.7 EG] 38.Sa FG 38.50 FG--).38.3 TBC j 38.3 t TBC TBC �o - c cs w Z ~ 3 W 3 Z = a zw W fZ' � W ~ w Z w �cc m Z w� Z W ¢� UJ 38.50 FG r 2537.4 EG I J N o nn� 2539.6 MIN I w 38.SOFG• 2541.1 MAX , NOTE: CONTRACTOR SHALL DELIVER 38.34 FG --3.15 00 ;., DEPICTED GRADING PLAN TO DEVELOPER. 38.4 FG I 38.34 FG T C [38.4 EG] Z I 2540.E MIN - _ _- - 5g\ONAL FNc 2540.9 MAX G\STFR� OO s I e I Quo �03/11/2022� 2537.4 EG - F - 1 39 G I pp2 38 2 FG 38.1 FG39.38 $ F i i G 39.5 FG 40.7 FG 40.8 FG 4 F i 39.8 FG 40.0 FG � 0 8 G A 38.5 EG •9 EG 41.1 FG 40.7 FG � , � u , - N [ ] ]EG] 39.3 38.13 FG39.5 EG 40.7 EG � ' 37.940.8 EG [ [ ] [ ] 4 40.8 EG 39 8 EG 0 0 EG [ ] 4. F i [ ] [ ] [ ] 06 G s i 41.1 EG _ 40.7 EG 38.5 FG 38.73 FG TBC __-_ __� --__ __-__-_ . [ ] [ _-_] � ' I 9p 138.5 EG] 2539.2 MIN �� =a, --__- _-__ [40--EG] 40.5+00_ �0.5______�__�__�__ 6 TBC BC S. B 2540.7 MAX fTl N 404 42A4 F(3 . I �40.70 FG CHECKED BY: ,� 34OCK 19 5 I 40.70 F ` i 40.70 FG� il O ID 38.7 38.91 FG 39.13 FG 39.36 FG 39.58 FG 41.50 FG 7.4 EG � � 40.98 FG � i I DAVID A. BAILEY P.E. .fTl 2538.7 EG 25 .8 EG 2539.1 EG 2539.3 EG 2539.5 EG ��o.00 FG Y, 41.25 FG ' 2540.5 EG 38.E FG 37s2 FG 37.7 00 i9 20 6 21 g 22 B 23 24 '�tW 6 EG © 2540.5 EG 2540.8 EG •Qi 2540.8 EG • t 2540.7 EG t 2542.0 MIN FUTURE JUMP DRAWN BY: 37.92 FG -TBC l © © 25 27 © 28 © 29 30 31 2543.5 MAX - -CREEK SUBDIVISION BD 2540.0 MIN 25 .3 MIN 2540.5 MIN �l 2541:6,MIN I��JJ [38.6 EG] 2541.5 MAX 2542.0 MAX 2542.2 MAX 2542.4 MAX 2542.7 MAX 2543 0 AX 2541.8 MIN 2542.4 MIN I TBC 2540.5 MIN 25 .8 MAX Y( 2543.3 MAX 2543.E MAX _ 40 7 © 2540.5 MAX _ 2539.8 EG 2543.9 MAX 2544.1E MAX I ao.6s FG ao.6s FG 6 37.80 FG 40.70 FG 40.98 FG 1 l 38.70 FG 38.91 F 39.13 FG i O 37.6 3 ` 39.36 FG 39.58 FG 39.80 FG 40.00 FG f i - 41.01 FG 41.01 FG 37.80 FG TBC TB .� 40.20 FG 41.25 FG 41.50 FG 40.8 40.8 z 2537.3 EGEl a0.44 FG TBC TBC 5 � 3 37.9 38.1 38.5 38.7 2; 9.0 39.2 I 2540.7 EG r 38.E FG 39.4 39.E 39.8 39. 0` 40 2 40.5 40.8 41.1 41.3 i I I 2542.3 MIN AO 38.05 FG 38.05 FG TBC C TBC TBC TBC [38.6 EG] aj� TBC TBC TBC TBC TBC C 2539.8 MIN 4J y�j o Z�j39 \ TBC TBC T T 00 2543.8 MAX n . © 2541.3 MAX h�+� t---- -o -- - o o o -Z54�1.0 a1.13 Fc, �I o x ��-�- o 41.13 FG z W. APGAR �] a 0 CL 1 38.5 38.7 3BC TBC 39.4 -•TBC 9.9 40.0 .2 �40.55 ST• 40.8� 41.1 �4 41.0 BC 2544.0 MAX 2542.5 MINv a a 2537.4 EG TBC • -: TBC TBC 6' w N �38.66 FG 38.5 I - "TBC BC C TBC TBC TBC TBC TBC 2540.8 EG O o 38.6E FG 38.E FG ti TBC +00 38.5 i N o N 38.5 39.41 FG 38.6 EG J © TBC TBC �38.70 FG 38.92 F 39.17 FG 40.44 FG 40 70 fG 1 .2 �m 41.2 /- O W [ ] 38.70 F 38.70 FG 39.65 FG 39.89 FG r- 41.32 FG I N 2540.1 MIN BC TBC a1.32 FGJ to o (n 41.2 W o r%) t, 41.30 FG 41.50 FG-/ i 41.37 FG 2541.E MAX 0.10 FG� l\ ' O 41.37 FG � � Z 2538.0 EG 2 38.2 EG `a0.20 FG 41•�0 F�. ' ---I TBC 39.00 FG 2538.4 EG 2538.E EG 2538.8 EG 38.8 2540.0 MIN 2 40.3 MIN 2540.5 MIN 2540.7 MIN 2540.9 MIN 2539.1 EG 39.00 FG - TBC 2541.5 MAX 2 41.8 MAX 2542.0 MAX 2542.2 MAX 2542.4 MAX 2541.2 IN 2541.5 MIN 2541.8 MIN 2542.1, MIN �,�2542.4 MIN 2542.6 MIN IZ 2538.2 EG 2542.7 MAX 2543.0 MAX 2543.3 MAX 2543.E .MAX 2@43.9 MAX 2544.1 MAX m 38.94 FGJ 38.8 r • O © O © 0 © 0 © 0 © O 2539.4 EG © 2539.5 EG 2538.7 EG /\ 25�3@�S,EG 1& 2542.7 MIN O 38.E FG TBC 13 12 11 10 g B 138.6 EG] 38.94 FG T 2542.2 EG !!!///��� 2544.2 MAX 7 //� • © 2540.1 MIN I Z , © O'', ©:�.© © 2541.o Ec FUTURE JUMP �/ 2541.6 MAX `38.70 FG 38.92 FG J 39.17 FG 39.41 FG 39.65 FG 39 40.10 FG 40.20 FG • 40.44 FG 40,7 • i 41.61 FG 41.6 FG CREEK SUBDIVISION 41.30 FG 41.50 FG-1 41.00 FG 41.4 41.4 • F r^i TBC I TBC • 2537.1 EG - 3 36 FG 39.80 FG 40.00 FG 40.20 FG 40.40 FG 40.60 FG 40.90 FG 41' 41.50 FG 2541.2 EG O 38.6 FG 38.74 FG1 38.E 1 41.5 I I O TBC N 138.6 EG] 38.74 (/) 41.90 FG 42.20 FG - atso FG 4 I TBC 41.E © 2539.9 MIN BLO I TBC 2543.0 MIN ® r - 2541.4 MAX 38.10 FG 38.31 FG 38.5 .76 FG 38.98 FG i 2544.5 MAX m I 39.20 FG i' 40.6P,FG l41.5FG D J 39.50 FG i 41.85 FG i 39.40 FG 39.74 FG 40.00 FG L 2536.9 EG © 15 © 16 B 17 B 40.21 FG a0 4Y �G TBC • 38.55 FG : 38.4 M 18 © 19 © 20 7 21 © 22 © 23 © 24 © 25 I41.7 f41.90 FG �• f41. 0 F lit 10 t 2540.1 MIN 2540.3 MIN MIN �� TBC 2543.2 MIN 38.E FG \ 1 Ln 2539.5 MIN 2539.7 MIN 2539.9 MIN 2540 5 N 2541.0 MAX 2541.2 MAX 2541.5 MIN 2542.3 MIN 2543.2 MIN I W TBC 252.3 MAX 2542.6 MIAX 2543.0 MAX $+00 [38.6 EG] `38.55 FG i 2541.4 MAX 2541.E MAX 2541.8 MAX 2542.0 MAX 2544.7 MAX - l 38.50 FGJ, ' 38.3 2537.4 EG 2537.E EG 2543.8 MAX 2539.7 MAX `38.50 FG TBC I TBC I • 2537.8 EG 2538.1 EG 2538.3 EG 2538.5 EG 2538.7 EG 2538.9 EG 2539.2 EG 2539.5 EG 2539.4 EG T 2536.9 E�7 i, r; 38.10 FG 38.7E FG O O 38.31 FG 38.53 FG 38.98 FG 39.20 FG 39.40 FG�41.9 40.00 FG • • f ; 2541.3 EG • 2549.2 MAX .7 MIN2sU \xO� 38.2 38.4i ''38.6 38.8 39.50 FG 9.74 FG 40.21 FG 40.41 FG 40.60 FG TBCI 7J\9 �42.10 FG 39 0 39.2 39.3 L L x TBC 39.5 42.10 FG 8 \ 37.9 39.8 40.2 TBC TBC 41.0 i 38.E EG �38.308FG .10 FG1 TBC 37.9 TBC - - o W, R I VA C A P R I S T. oo - _ - _ - TBCo 2539 o C TBC TBC o TBC ��O BC � �1 TBC Nti TBC 25� 1 42 6 42.0 [ ] N - �i--- �+ ----�� o W 2539.2 MIN 253 rn o +�F----- W' -��VA �11� �c-+ - *1 +{:TB 2539.2 MAX 8 -� ---- RI ST. a1.35 TBC - 37.7 - 37,9 37.9 3 38.4 38.6 38.8 39.0 .2 39.3 39.5 2536.8 EG TBC 37.8 , ''TB TBC TBC 39.7 .2 40C 41.7 'C 4c.6 2C �37.6� TBC i TBC : ;: TBC TBC TBC TBC TBC TBC TBC BC TBC 7.90 FGJ• TBC i ]TBC TBC: TBC \ n 38.10 F �38.14 FG - - 41.06 / 42.25 F I , I 38.5E FGl 38.78 FG� 38.99 FG� 39.21 FG� 39.71 FG� 39.94 FG� 40.1E FGi � 40.60 FG� %% I -42.40 FG BLO4 K T0f 42.19 FGO 4200 FG ' W \ t 40.39 FG 1 1 �37.80 FG �38.35 FG 39.40 FGJ \-39.50 FG I o Y 2540.3 MIN i 2540.2 EG 2543.8 MIN L� 2539.2 MIN 2539.4 MIN 2539.7 MIN 2539.9 MIN 2540.1 MIN 2540.5 MIN 2542.3 MIN © 2543.5 MIN 2545.3 MAX 2540.7 MAX 2540.9 MAX 2541.2 MAX 2541.4 MAX 2541.6 MAX 2541.8 MAX 2542.0 MAX 2542.3 MAX 2541.0 MIN 2 41.5 MIN 2542.2 MIN 2543.0 MIN W 2536.9 EG 2536.9 EG 2536.9 EG 2537.1 EG 2537.3 EG 2537.5 EG 2537.7 EG 2538.0 EG 2542.5 MAX 2 43.0 MAX 2543.7 MAX 2544.5 MAX 2545.0 MAX 2540.6 EG 37.90 FG . O O B O O O O -Q © O © © O 42.40 FG • © W • 37.80 FG B B O 38.78 FGB B B O 2538.1 EG 538.4 EG 2539.4 EG 2539.5 EG i /f FUTURE JUMP I • . , 39.40 FG 39.50 FG 40.1E FG 40.39 F� 40 60 FG I 42.00 FG 1 f 42.25 F,1 CREEK SUBDIVISION U % ♦ j 39.94 FG i 42.19 FG / - - N 38.10 FGJ �38.14 FG 38.35 FGJ 38.56 FGJ G 39.21 FGf 39.71 FGf 38.4 FG _ BL ��� �O r � a3.20 FG 38.4 EG] -2539 253E f39.95 FG 40.02 FG 40.15 FG 40.21 FG 40. FG� 40.39 FG� 40.44 FG 10.18 FG 40.69 FG-\ 40.90 FG� - - - - - - - - - � 41.51 FG 41.92 FG i /yam 43.50 FGJ - .00 FG 39.77 FG i �41 12 FG � 40 0 20 40 80 I f39.48 FG f39.65 FG f39.72 FG 39 85 FG 39 91 O 39.94 FG 40.00 FG 40.09 FG 40.14 FG 40.18 FG � I S J f _ i 40.39 FG 40.60 FG 2 FG 41.21 FG i 41.62 FG 4. G 41.95 F SCALE IN FEET k 1 "=40' im��� _ - emu .. �----------------------- -- - ------------- - I -gnu a-�rr��rc��rc..iw-.7a-�r�maw-.mart i..-in-�.. F.�rdu�r�a„eu-w!�d_mur_uuu�n :_,m: dui, r�-�.n•re-�uuu�a i�n.�: =i i..e=rn.�ww-.-r-awaa-. •ice-u�,y�u--.,ny: �-_-...ice-,arm-awrr� rs..P:----- - -- ------------- -------mum L • • • • • • •• • • . Plan re Acce ted For Public --a , p o Street Construction N � MCMILLAN ROAD o 0 0 o DATE: � 0 7+00 -�� ��- ____-----2saoEn_ _�� - al -_ _�-- �I----- � - ---+ice-_ 02-25-2021 - N PROJECT: ---- C2013-024 __- SHEET 13 I I