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011-C5.1-GRADING PLAN -CENTER
8''W 8''W6''W8''W8''SS8''SS8''SSX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXW VW VHYD GASGASUGPUGPUGPUGPUGPUGPUGPUGPELECELECELECELECELECELECELECELECELECELECGASGASGASGASGASGASGASGASGASGASELECELECELECELEC ELEC ELEC STSTSTCO ST ST ST DS DS DS DS DS DS DS ST ST ST ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''WW V W VW V SSHYDHYD HY DW VW VW V SSSTST ST ST STSTSTSTSTSTSTSTSTST8''SS 8''SS W V FW V FW VW V8''SS ELEC ELECELEC ELEC ELEC ELEC(10.98 SW) (8.33 SW) (10.72 SW) (11.69 SW) (13.00 SW) (12.80 SW)(12.84 SW) (12.53 SW) (11.18 SW) (10.04 TBC) (9.69 TBC) (9.61 TBC) (10.16 TBC) (10.46 TBC) (11.06 TBC) (11.46 TBC) (11.92 TBC) (11.83 TBC)(11.83 TBC) (11.17 TBC)(11.16 TBC) (11.57 TBC) (11.79 TBC) (11.57 TBC) (11.73 TBC) (10.04 TBC) (9.61 TBC) (9.69 TBC) (10.46 TBC) (10.49 TBC)(10.26 TBC) (10.17 TBC) (10.67 TBC) (11.06 TBC) (10.62 TBC)(10.11 TBC) (10.17 TBC) (13.65 TBC) (13.80 TBC) (13.50 TBC) (13.97 TBC) (13.70 TBC)(13.13 TBC) (12.92 TBC) (12.81 TBC) (13.30 TBC) (12.41 TBC)(12.44 TBC)(12.72 TBC) (11.59 TBC) (13.38) (13.38)(13.38) (13.38)(13.29 SW) (13.38 SW) (13.11 SW)50 07 5 0 0 8 5 0 0 9 5 0 1 0 50 1 1 5012 50125012 5013 5013EDGERTON BLVDBLDG B F.F.E.:5013.40 501 3MATCH LINE-1.9%-2.0%-3.1%-1.7%- 3 . 5%-3.1%-2.8%-1.6% 4' EXPOSED FOUNDATION WALL ON NORTH SIDE OF BUILDING MATCH LINEMATCH LINE[6.70][6.00] [12.79][12.06] STEPS (4) 18" WIDE TREADS (5) 5" TALL RISERS STEPS (7) 12" WIDE TREADS (8) 7.5" TALL RISERS 5011501050115012MEAH LANE (12.80)(12.80) (12.80) (12.80) (12.80)(12.50) (12.00) (12.80) (11.35) (10.40)(9.40) (11.84) (12.80) (12.80) (12.80) (12.80) (12.80) (12.80) (13.38) (12.30) START EXPOSED FOUNDATION WALL (13.14 SW) (13.14 SW) (13.22) (13.23) (11.06) START EXPOSED FOUNDATION WALL 6" STEP @ EDGE OF LEVEL LANDING EXTERNAL ROOF GUTTER DOWNSPOUTS TO BE HARDLINED INTO STORM SYSTEM AT DRAIN BASINS. REFER TO ARCH PLANS FOR DOWNSPOUT DETAILS (13.38) (13.00 SW)(12.80 SW) (12.82 SW) (12.70 TBC)(12.71 TBC) (12.98 TBC) (13.02 TBC) (13.02 SW) (12.71 EA)(12.90 EA) (12.76 SW) (12.66 TBC)(13.77 TBC) DROP CURB @ ADA RAMP (TYP.)MATCH LINE(12.80) (12.64 SW)(13.38 SW) (12.57 SW) (9.72 SW) (7.23 SW)GRADE BREAK(10.37 TBC) (10.12 TBC) (9.46) (11.47 TBC) (10.67 TBC) (11.24 TBC) (11.16 SW) REFER TO SHEET C5.4 FOR POND INFORMATION 3' VALLEY GUTTER -0.6%-0.7% -1 .6%-1.6%-1.7% -1.9%-1.9%-2.5%-1.9%-3.2% -1.7% -1.6%-2.2%-2.0%-2.0%-1.9%-1.4%-1.2%-2.5%-1.5%-1.5%-1.5%-1.7%-2.7%-1.8%-1.5% -1.5% -3 .7% GRADE LOW POINT IN LANDSCAPE AREA FOR POSITIVE DRAINAGE AWAY FROM FOUNDATION-11.2%-13.2%-22.3%-26.9%-39.2%-22. 7 % -26.6% -19.9% -9.4% -5.0% -5.3% -5.3% -6.9% 5010 5011 5007 5008 5009 5010 5 00 5 50 0 6 5 0 0 7 5 0 08 5 0 0 9 501050115012501150125013 50125012 50 13 5007 5008 5009 5010 5011 5007 50 0 8 500 9 5 0 1 0 5011 50 1 1 5007 5008 5009 5010 5011 5012 [7.20][6.95] 3' CURB CUT FOR OVERFLOW TO PONDS (12.80) (13.30) LANDSCAPE BLOCK RETAINING WALL BY OTHERS LENGTH: 85.0' HEIGHT: 2.5' TOP OF WALL: 5009.50 BOT. OF WALL: 5007.00 15.0' TAPER STEP WALL FROM 2.5' TALL TO 0' 15.0' TAPER STEP WALL FROM 2.5' TALL TO 0' (7.00 TOW)(9.50 TOW)(9.50 TOW)(7.00 TOW) (10.92) (10.73 SW) (10.54)-2.6%(12.36 LP) (12.50 LP) (12.50 LP) (12.50 LP) (12.50 LP) (11.60 LP) (12.47 TBC) C5.1 GRADING PLAN - CENTER 749-01Alpine Job #: THIS SHEET IS INTENDED TO BE PRINTED IN COLOR TO FULLY UNDERSTAND THE INFORMATION BEING PRESENTED. 2025 ENCOMPASS DESIGN INC.C AN AFFORDABLE HOUSING DEVELOPMENT:ROCKY MOUNTAIN FLATSBOZEMAN, MONTANA1535 liberty lane suite 110b missoula, montana 59808 phone: 406.540.4437 24.115edinc Job #: SITE PLAN REVIEW: 05/29/2025 REV. 02: SP RESUBMITTAL #2 20'0 40' SCALE 1" = 20' N REFER TO THE INFRASTRUCTURE PLAN SET FOR ROAD AND RIGHT-OF-WAY GRADING AND DRAINAGE INFORMATION