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HomeMy WebLinkAbout005 - C1.4 - Civil Grading Plan 2020_05_21 THICKENED EDGE FOR WALL TBC = 4784.18 FG = 4784.85 ALONG BACK OF WALK. FG = 4784.33 FG = 4784.96 Q -- --------- _-4780 - FG = 4783.91 TBC 84.38ACCESSIBLE� 44 G = 4786.36 AMP O Q TB 784.25 x n ---- ------ - ---v hG7•N92/ 9 ��-8--h,Ie -o c.783- -x� --I - -- 474782 ,3 4786.46 4784 P 4 5022019,0'308' 47483 FG = 4786.36 Xs0 4781 TBC' 784X X x -x 4780 Q Axe _ III FG = 4786:51 47-85 4779 TBC = 4783.82 .-� FGi78,r3.74 I I I -p�1 ��°�°° INV. OUT= 4779.26 /F i`- TBC 478430 FG = 478651 4779 TBC - 4783.71 ® TBC = 4784.54 I I I I POND BOTTOM 4779.00 /J 1 INV. IN = 4779.00 4780 TBC 4783.55y ,��• 3 I N��O 4781 s - - I I 7.09' of 12" STORM DRAIN @ 0.79% :� 40.8T of 15" STORM DRAIN @ 0.98% _ FG = 4783.55 J P FG = 4783.35 - . 4785 I I I 1 1 FG - 4784.05 �O I �Ga FG 4783.08 m I I {/ SPILL CURB < TEO 4783,49 1 3 CATCH CURB - o b SEE STORM OUTLET STRUCTURE - FG = 4784.47 3 CONCRETE STEPS 48' COMBINATION INLET�, ,. M I o I SEE DETAILS -s.o� O =TBC: 4783.293. °' v FF 4786.65 RIM: 4781.50 SUM P:4777.56 GRATE FLOW LINE: 4782.86 36" COMBINATION INLET I INV IN:4778.93 12" SUMP:4778.93 FG 478291 �* TBC: 4785.144 INV IN:4779.93 12" -GRATE FLOW LINE: 4784.72 INV OUT:4778.31 12" INV OUT;4779.68 15" .�. -� I SUMP 47110.86 / 80.01' of 12" STORM DRAINO 202%�Qs3pq I -INV OUT:4781.61 12" FACE TO FACE 2.5' - 3 121.04' of 12' STORM DRAIN @ 0.607 Y/ -4 I ' • / ,::- k777, -475' CONCRETE FG 4785 92 .BC 4785.18 7- 4785.11 0° LANDING�STEP TBC 4786. T Q +' ��ti a TBC 4783.58 DROP CATCH CURB� J s � 'k TBC - 4784.41 s --- ^� DROP TBC = 4783�5 FG = 4784.24 I�I Inq TBC = 4784.36 / a ^ DROP TBC = 4783 39 DROP CATCH CURB -.CATCH CURB TBC 20.0' ZONE 2 '� 1 WATERCOURSE ��\ TBC = 4783 71 0 'FG = 4783.77 / - - T 4 CATCH CURB) 478 TBC = 4786.10 / /{ � FG 4783.36 DROP TBC 4786,02 •+ S0.0' 7 - + TBC - 4783.50 FG = 4784.72 DROP TBC = 4785.99 FG = 4786.46 I TBC WATERCOU RSE� TBC`-\4783.77 ttG = 4783.13 "FG = 4785.72 TBC-=-4786.29 TBC. 478714 1 r / SPILL CURB TBC = 4785.29 TBC= 4786.43 SETBACK ITBC 4787.33 30 0' ZONE 1 \ ti FACE TO FACE 4' FG = 4783,85 I -.FG = 4785.85 FG = 4786.10 � I WATERCOURSE + ^� / I I TBC 47ss84_i ss-ss=-ss- FG 4785.00 - TBC = 4786.19 FG = 478�6 998 FG = 4786.87 s I / SETBACK a '' (7� / =ss=- I E 3s 4. TBC = 4784 01 G = 4784 09 TBC 4785.31 �� ---� - s w FG =4783.56,= -M �� �I �� TRANSITION -'oN� . �� 16MAVE. v FG= 4786-36 FROM CATCH 61 \ FF= FG - 4784.25 M pI \ 478�.94 k �`o a -M MM TO SPIEL CURB c� I ;.I I I A FG = 4787.38� \ a I TBC = 4787.53 \ l INV. OUT = 4777.57 \ SPILL TRANSITION FROM CATCH TO SPILL CURB -'M M Zg \ CATCH CURB CURB TBC = 4787,56 M --_-�__-_ TBC = 4785.81 TBC = 4787,56 1 I I TBC = 4787.97 3 TBC = 4785.40 T = 4784 35 -- TBC 4785I - _68 - ---- ---- - - FG = 4787.46 TBC i= 478796 SPIL \• \ \ BC - - -_ - 3 FG = 4783 97 L CURB TBC = 4787.94 TBC 4784.17 ASPILL CURB I \ TBC 4785 46 FG 4784.32 TRANSITION FROM CATCH TO SPILL CURB \\ I FG = 4782 50 � I CATCH CURB SPILL CURB I I I r 7 I p•o,- TBC 4784.85 � � I �. SPILL CURB TBC = 4786.10 .l.z+ • TBC = 4784.713 TBC = 4786.00 I TBC = 4787.935 TBC 4787.99 ,J I I FG = 4782.77 o __ _ TRANSITION FROM o TBC - 4784.63 TBC = 4785.55 - ------- - ----- TBC = 478�Ol ± u� Z5% TBC 4784.54 FG - 478�45 o SPILL CURB CATCH TO SPILL CURB - T = 4788.53 i i I L � + 478 061 3' CURB CUT CATCH CURB FG 4786.64 & FGG- 4788.178�'788 7 = cP� ----J-. TBC - 478 .. B s -478 7® / TBC - 4783. TBC = 4782.94�- TRANSITION FROM SPILL TO CATCH CUR FG = 478262 -- __ _ TBC = 4788.66 J FF=4782.6� FG = 4781.83 - TBC 4784.98 ----- -- ------ - \ o N 478, -TBC 4785.25 ----- ro / 4785.38 TBC= POND B M =4780.5 82 �Sk E 2 WATERCOURSE SETBACK I h I ® 3 / FG = 4782.62 I I TBC = 4782.36--_- -- - - `` _ _ FG = 4782.05 - GENTLE TO POND " I 4/ �,�/�50.0' WATERCOURSE --- ____ _ ______ _ TBC 4782.21 $3 ��� 4784-4�84 SETBACK _ - X - -- - ----- _ 9S'LB+I 4782 , I \ I G 30.0' ZONE 1 _ / 3 a -- _ 4781 - -------_ _ -- WATERCOURSE SETBACK I I TBC = 4782.93 �� + -- ------- -- ---- - - -- -- I I I FLOOD HAZARD BOUNDARY -4780 oo. 10 �r 4780 -\ \ � � /� 3 o I 3 I / 3, NO. REVISIONS DRAWN BY DATE 0 20 40 60 PROJECT #: 19-024 1 REVISED SITE LAYOUT EJF 03/03/2020 �ONTgN ���������� ACADEMY l / / S>FLEET �/�/ 32 DISCOVERY DRIVE Civil Engineering DATE: 11 22 2019 ��.�2 SITE REVISIONS - SEE C1.3 RSR 5 20 2020 * RY scorn * BOZEMAN,MT 59718 GRADING PLAN SCALE (FEET) RO-EY GRADING PLAN PHONE(406)582-0221 Geotechnical Engineering - �u d vy d FAX(406)582-5770 ALLIED PROJECT ENGINEER: RSR DRAWN BY: RSR, EJF Ro.ao"6 Re www.alliedengineering.com Land Surveying ENGINEERING F <,�E„s , BOZEMAN MT SERWICMIm. HEADWATERS DESIGNED BY: RSR REVIEWED BY: RSR �qVA 6 9 °Rese R,ols`j5• GRADING PLAN