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HomeMy WebLinkAboutBUCKING HORSE FILING ONE, PHASE ONE - MINOR AMENDMENT - MA140128 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSX X X X D E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X D E E E E E E E E E E E E E E GREAT WESTERN RAILROAD BLDG 10 BLDG 11 BLDG 9 (REMOVED) LOT 2 OUTLOT A OUTLOT B TIMBERLINE ROAD 0.9% 1.5% 1.0% 1.5% 2.2% 2.2% LOT 3 5.0% 5.0% BLDG 12 1.5% X X E E E E E E E E E E E E E E E E E E BLACKBIRD DRIVE TIMBERLINE ROAD UP BLUE YONDER WAY 7.0% 3.6% 3.3% 5.1% 7.8% 7.1% POND 3 LOT 2 STORM DRAIN 3 SEE SHEET ST2 BLDG 13 BLDG 6 BLDG 3 BLDG 4 BLDG 5 BLDG 2 BLDG 7 BLDG 8 BLDG 1 LOT 1 LOT 2 LOT 2 PHASE C1 PHASE B PHASE B 2.1% 7.5% 2.2% 1.0% 0.9% STORM DRAIN 8 SEE SHEET ST6 STORM DRAIN 8-1 SEE SHEET ST6 STORM DRAIN 7 SEE SHEET ST6 BLOCK 4 LOT 3 BLOCK 12 AREA DRAIN 1 SEE SHEET ST7 AREA DRAIN 3 SEE SHEET ST7 FFE=18.72 BLDG 12 1.0% 1.9% 2.5% 1.1% ST ST ST ST ST ST ST ST ST ST ST ST ST ST IRR IRR IRR IRR IRR IRR D X X X X X X X X X X X E E E E D ST D SS D NANCY GRAY AVENUE SCARECROW ROAD TIMBERLINE ROAD COCKLEBUR LANE SANDBUR DRIVE %99' %P62' ROW ��-�� %%P30' 51' ��-ROW �� 4.8% 6.8% 8.0% 11.3% 11.7% 8.0% 5.7% 4.8% 2.9% 6.5% 4.4% 4.4% 3.2% 7.9% 8.4% 6.0% 5.7% 4.8% 1.6% 4.9% 4.2% 6.5% 4.9% T T T T T T T T ST ST ST ST ST ST ST ST ST ST ST D D D T T T T T T T X X X X X X X POND 2 STORM DRAIN 4 SEE SHEET ST4 CUTTING HORSE DRIVE BUCKING HORSE LANE YEARLING DRIVE PHASE C1 PHASE C2 EXISTING PHASE C1 BLOCK 20 BLOCK 18 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 5:1 4:1 LOT 3 FG=18.59 TF=19.26 A LOT 4 FG=19.16 TF=19.83 A LOT 5 FG=20.13 TF=20.80 A LOT 6 FG=21.06 TF=21.73 A LOT 7 FG=21.17 TF=21.84 A LOT 3 FG=9.89 TF=10.56 A LOT 2 FG=10.42 TF=11.09 A LOT 19 FG=16.90 TF=17.57 G LOT 18 FG=18.00 TF=18.67 G LOT 17 FG=18.84 TF=19.51 G LOT 16 FG=20.35 TF=21.02 W LOT 15 FG=20.30 TF=20.97 W LOT 14 FG=18.89 TF=19.56 W 7.71 7.71 15.85 17.89 19.08 19.05 18.55 17.84 17.00 15.90 14.89 13.97 13.97 15.17 15.90 16.99 17.83 18.55 18.75 19.08 18.66 18.24 7.15 7.79 8.87 9.95 9.95 18.09 17.36 17.67 17.71 17.40 17.71 18.51 18.66 18.49 18.81 19.61 19.63 19.33 19.58 19.72 20.52 20.56 20.34 19.65 20.67 20.61 20.43 19.63 19.42 18.56 6.71 6.93 7.73 7.96 8.12 7.53 8.13 8.45 9.25 9.39 9.21 9.53 9.92 9.52 9.21 9.52 9.98 9.63 12.40 11.83 16.40 11.28 17.50 11.19 9.94 18.34 19.55 8.64 7.30 18.39 12.83 13.84 14.14 14.04 13.57 19.02 15.37 10.25 (24.21) (24.18) (23.40) (24.74) 15.10 15.72 19.00 21.47 20.73 G8 GRADING PLAN A. R���� N. W������� 1"=30' NORTH ( IN FEET ) 1 ���� = ��. 30 0 30 F��� 30 60 90 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K��� ����'������. C��� ������ ��� ���. R N�. R��������: B�: D���: REVIEWED BY: N. H��� DESIGNED BY: DRAWN BY: SCALE: DATE: SEPT. 20, 2012 PROJECT: 687-002 S���� O� 85 S����� - F����� O�� 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� 09.19.12 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G8 G7 G6 G9 G10 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) MATCHLINE-SEE SHEET G10 MATCHLINE-SEE SHEET G7 MATCHLINE-SEE SHEET G4 1 MINOR AMENDMENT - JESSUP & TOWNHOMES AGR 11/14/14 1 6.5% 6.6% 8.7% 7.0% 7.6% 11.6% 4.3% 6.8% 3.2% 1.9% 5.7% 5.1% 6.7% 7.2% 4.3% 4.3% 5.4% 4.0% 2.7% 3.4% 1.5% 4.6% 3.1% 6.0% 6.0% 2.8% 5.4% 6.2% 4.3% 3.7% 5.1% 2.5% 2.3% 14.3% 11.3% 9.0% 13.9% 3.9% 51' ROW %%P30' ��-�� %%P30' 51' ROW ��-�� STORM LINE 2 SEE SHEET ST1 LOT 26 FFE=39.49 LOT 25 FFE=38.49 LOT 24 FFE=37.49 LOT 23 FFE=37.49 LOT 22 FFE=36.49 LOT 21 FFE=35.49 LOT 20 FFE=36.53 LOT 19 FFE=37.03 LOT 18 FFE=37.53 LOT 16 FFE=37.82 LOT 15 FFE=37.82 LOT 14 FFE=37.82 LOT 13 FFE=39.43 LOT 12 FFE=39.43 LOT 11 FFE=39.43 LOT 9 FFE=38.38 LOT 8 FFE=38.38 LOT 7 FFE=38.38 LOT 1 FFE=39.22 LOT 2 FFE=40.22 LOT 3 LOT 4 FFE=41.22 FFE=41.22 LOT 5 LOT 6 FFE=42.22 FFE=43.22 33.99 34.99 35.99 35.99 36.99 33.66 34.66 35.66 35.66 36.66 37.66 37.99 37.99 36.99 35.99 35.99 34.99 33.99 34.70 35.03 35.53 35.20 35.70 36.03 35.12 35.61 35.64 35.82 36.32 36.32 36.32 37.49 37.82 37.82 37.49 37.82 37.49 37.82 37.49 38.60 38.93 38.60 38.93 38.60 38.93 39.43 38.91 37.93 37.93 37.93 37.93 36.88 36.89 36.38 38.05 38.38 38.38 38.05 38.05 38.38 37.39 37.72 38.72 38.39 39.72 39.39 39.39 39.72 40.39 40.72 41.72 41.39 41.72 40.72 39.72 39.72 38.72 37.72 32.54 32.90 33.22 33.74 34.66 35.88 35.73 35.58 35.54 35.43 36.30 36.44 36.48 37.40 37.45 37.45 37.94 38.22 38.36 38.52 38.61 38.45 38.48 38.54 39.44 39.38 38.55 38.91 37.53 36.88 36.24 36.40 36.33 35.95 32.25 32.42 32.61 32.99 33.45 34.37 35.59 34.99 36.11 37.03 37.65 37.93 38.27 HP 38.62 37.24 36.59 35.39 34.70 34.06 36.01 36.72 36.15 35.64 35.14 36.98 37.22 37.43 37.71 41.71 41.59 40.37 40.72 36.03 35.53 35.03 32.06 35.76 LOT 17 FFE=37.82 (ANSI TYPE B) LOT 10 FFE=39.43 (ANSI TYPE B) 38.51 37.78 32.28 36.88 36.67 36.65 35.59 35.80 36.23 36.64 34.53 35.21 34.98 35.39 35.32 34.82 G4 GRADING PLAN A. R���� N. W������� 1"=30' NORTH ( IN FEET ) 1 ���� = ��. 30 0 30 F��� 30 60 90 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K��� ����'������. C��� ������ ��� ���. R N�. R��������: B�: D���: REVIEWED BY: N. H��� DESIGNED BY: DRAWN BY: SCALE: DATE: SEPT. 20, 2012 PROJECT: 687-002 S���� O� 85 S����� - F����� O�� 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� 09.19.12 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G8 G7 G6 G9 G10 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) MATCHLINE-SEE SHEET G8 MATCHLINE-SEE SHEET G3 MATCHLINE-SEE SHEET G5 1 MINOR AMENDMENT - JESSUP & TOWNHOMES AGR 11/14/14 1 1 1.4% 2.5% 2.1% 1.2% 2.1% 1.1% 1.1% 1.1% 4.3% 1.6% 1.4% 1.1% 1.2% 2.6% 1.8% 2.5% 2.1% 3.5% 2.0% 1.4% 12.5% 25.0% 1.0% 1.1% 2.0% 2.2% 2.0% 3:1 4:1 5.0% 5.0% 5.0% 10:1 4:1 4:1 3:1 3:1 7:1 3:1 35.12 36.12 37.12 38.12 39.12 40.12 40.16 40.20 39.76 26.35 25.32 26.09 LOT 4 FG=33.09 TF=33.76 B LOT 5 FG=31.53 TF=32.20 B LOT 6 FG=29.46 TF=30.13 B LOT 7 FG=24.90 TF=25.57 B LOT 8 FG=23.31 TF=23.98 B LOT 9 FG=21.71 TF=22.38 B LOT 10 FG=20.11 TF=20.78 B LOT 8 FG=26.37 TF=27.04 G LOT 7 FG=27.71 TF=28.38 G LOT 16 32.84 34.91 31.38 29.87 32.59 32.24 30.87 29.87 31.23 27.94 28.64 26.68 25.59 23.90 22.31 20.71 19.11 21.34 24.77 26.11 28.61 28.33 30.33 31.62 32.73 22.90 22.63 21.31 20.68 19.71 18.11 20.54 27.75 27.98 22.54 25.67 21.17 22.24 15.02 24.40 22.81 21.21 19.61 2.07 32.69 31.96 32.55 32.48 32.68 34.03 38.61 38.89 39.11 38.98 39.35 39.20 39.15 38.75 39.08 38.32 38.12 38.23 38.39 38.66 39.14 39.00 38.98 39.01 39.24 39.35 40.05 40.53 41.59 41.37 41.43 41.66 41.27 41.06 40.98 40.91 40.95 41.16 41.92 41.89 40.75 40.60 40.43 39.89 39.78 39.29 38.05 37.40 36.75 37.05 37.35 32.68 32.76 32.24 33.21 31.71 31.26 31.50 31.69 38.04 38.20 34.32 34.16 33.82 33.31 33.06 33.22 26.53 26.22 25.86 23.82 22.48 22.06 19.89 13.63 21.55 20.65 20.54 20.30 19.97 19.73 14.52 19.38 15.98 10.36 6.04 5.35 2.55 23.69 23.53 23.47 23.40 23.47 23.53 23.69 24.28 24.12 24.10 24.11 24.10 24.12 24.28 23.79 23.63 23.60 24.17 23.52 24.56 24.88 26.69 28.44 30.04 31.64 33.31 34.68 36.25 37.96 36.89 38.38 20.61 20.79 22.20 22.30 22.71 23.29 23.42 23.55 24.00 23.83 23.81 23.84 23.78 23.94 23.55 23.39 23.21 22.55 21.88 21.29 20.90 20.58 22.30 22.70 22.98 23.00 23.27 23.42 23.55 24.71 21.91 FFE=39.90 27.16 12.50 14.23 40.00 36.73 35.87 31.39 30.53 25.84 24.60 14.36 17.21 20.06 22.30 3:1 4:1 4:1 6.3% 3:1 3:1 2.0% 7.0% 4:1 9:1 14.75 15.25 15.76 17.28 23.45 25.61 32.14 18.72 18.67 18.72 31.72 31.72 32.14 18.84 23.63 23.27 23.61 20.81 24.51 24.06 24.73 24.24 23.89 2.0% 2.0% 23.53 23.17 22.66 22.50 22.36 23.35 23.43 12:1 6:1 23.49 23.63 23.80 23.46 19.02 18.67 18.48 0.5% 2.1% 1.3% 2.1% 2.1% 23.07 23.69 25.98 23.96 24.26 21.39 4.5% 4.5% 23.87 22.14 2.0% 1.5% 8.2% 0.5% 0.5% 23.20 23.08 0.5% 23.27 23.48 23.46 23.77 23.71 23.72 24.01 23.70 23.99 23.73 24.01 FFE=24.71 23.89 0.5% 1.0% 1.0% 1.0% 1.0% 24.28 28.12 28.40 29.72 29.99 31.33 31.56 37.49 35.93 36.57 37.17 37.63 36.10 36.64 37.32 37.91 37.55 39.38 40.02 40.23 40.90 40.81 FFE=40.98 FFE= FFE=41.24 FFE=41.22 FFE=43.04 41.73 FFE=41.79 FFE=41.86 40.31 40.81 40.81 41.07 40.61 39.75 41.00 41.35 40.59 3:1 3:1 7:1 3:1 40.07 41.00 42.26 41.86 41.76 41.72 41.12 42.30 42.54 41.65 41.70 41.88 42.05 41.73 2.2% 1.4% 0.6% 42.74 41.52 41.79 41.36 41.79 41.42 41.18 40.99 41.04 41.23 41.49 41.46 41.79 41.69 41.46 42.30 42.54 42.09 41.98 41.47 41.33 41.46 40.83 2.1% 2.1% 8.2% 1.0% 1.0% 40.92 40.10 40.67 41.87 41.50 41.09 41.87 41.36 4:1 4:1 39.00 39.25 39.08 39.66 38.30 42.06 42.89 39.93 39.75 39.61 39.73 39.80 39.81 39.49 39.19 39.14 39.17 39.45 40.33 40.93 41.04 41.05 40.65 40.27 40.63 40.61 40.51 40.19 39.87 39.81 39.83 39.93 40.25 40.57 39.45 39.49 39.75 40.01 40.08 40.00 39.70 39.41 40.71 40.66 41.53 39.29 39.42 39.28 38.96 38.65 38.61 38.73 39.01 38.51 38.90 38.73 39.53 40.01 40.77 41.47 1.0% 2.0% 2.0% 2.0% 1.5% 39.54 40.30 40.99 2.0% 2.0% 1.5% 1.0% 0.5% 0.5% 0.5% 0.5% 41.63 40.95 39.79 42.96 5.0% 38.75 39.05 0.5% 39.67 2.30 4:1 22.62 20.15 20.75 4:1 2.1% 29.29 28.68 29.69 28.70 27.47 29.48 22.93 40.93 40.02 40.90 40.96 40.81 40.42 40.25 40.69 40.86 41.00 40.86 40.86 40.78 3.1% 40.42 40.35 41.29 41.10 43.04 40.86 41.07 41.16 41.20 41.29 41.33 41.42 41.48 41.07 41.54 40.79 40.59 40.10 41.15 40.32 40.24 41.22 41.22 41.03 40.48 40.98 41.09 41.57 41.62 41.70 1.5% 0.8% 1.0% 1.0% 1.0% 1.0% 1.0% 2.0% 2.0% 1.0% 2.0% 41.33 40.93 40.75 40.71 40.98 40.10 40.01 1.1% 1.1% 1.1% 1.1% 1.0% 1.0% 41.17 41.27 41.40 41.55 41.34 42.98 6.6% 4.9% 41.45 41.69 41.97 42.17 42.09 41.99 42.36 42.34 42.46 42.46 41.80 41.43 41.61 41.50 41.98 42.44 42.29 42.13 42.33 41.83 42.79 42.89 42.89 41.85 41.94 40.86 1.4% 41.62 41.62 41.60 41.60 1.3% 2.2% 5.0% 41.58 41.53 41.58 41.58 41.30 41.44 41.40 41.53 39.09 38.76 39.44 39.90 38.38 38.00 39.47 39.90 39.14 39.09 38.86 39.02 38.96 39.82 39.83 39.40 4.2% 3.2% 1.0% 1.0% 1.0% 1.0% 38.64 38.52 38.72 38.93 39.75 39.92 39.89 39.88 39.85 38.78 39.07 1.0% 1.0% 38.93 7.2% 2.0% 2.0% 38.81 1.0% 1.1% 41.73 3.0% 41.18 G2 GRADING PLAN A. R���� N. W������� 1"=30' NORTH ( IN FEET ) 1 ���� = ��. 30 0 30 F��� 30 60 90 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K��� ����'������. C��� ������ ��� ���. R N�. R��������: B�: D���: REVIEWED BY: N. H��� DESIGNED BY: DRAWN BY: SCALE: DATE: SEPT. 20, 2012 PROJECT: 687-002 S���� O� 85 S����� - F����� O�� 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� 09.19.12 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G8 G7 G6 G9 G10 G1 G2 G3 G4 G5 G8 G7 G6 G9 G10 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) MATCHLINE-SEE SHEET G6 MATCHLINE-SEE SHEET G1 MATCHLINE-SEE SHEET G3 1 MINOR AMENDMENT - JESSUP & TOWNHOMES AGR 11/14/14 1 1 1 1 1 1 1 0.6% 0.5% 1.0% 1.1% 4:1 3:1 4:1 4:1 4:1 4:1 19.73 19.90 19.90 19.73 19.90 19.73 19.80 20.32 20.72 20.60 20.87 22.04 21.88 21.92 21.98 22.13 22.52 22.30 26.03 25.60 (25.35) (26.11) 14.52 19.38 11.80 19.38 11.53 19.38 11.11 19.38 17.40 5.35 7.24 10.27 10.97 11.88 22.73 23.41 23.51 23.61 23.89 24.28 24.12 24.10 24.10 24.28 24.11 23.53 23.47 20.71 22.20 22.30 22.71 23.55 20.71 22.20 22.14 22.30 22.70 22.98 23.00 23.27 23.42 23.55 24.02 23.86 23.84 23.83 23.99 23.81 23.55 23.41 23.25 22.67 22.48 22.40 22.40 22.72 21.59 21.37 21.14 20.62 20.50 20.66 20.58 20.79 22.55 24.71 FFE=24.71 FFE=21.94 22.14 23.87 21.19 20.91 21.39 21.87 12:1 2.9% 2.0% 0.7% 0.5% 0.5% 2.0% 2.0% 1.0% 0.5% 23.20 23.08 23.49 23.78 23.77 23.49 23.73 24.01 23.73 24.01 FFE=24.71 1.0% 1.0% 23.90 1.0% 1.0% 1.0% 2.0% 2.0% 0.5% 0.5% 2.1% 2.1% 8.2% 28.39 28.24 27.53 9:1 4:1 20.93 21.11 21.24 21.57 21.04 20.96 FFE=28.81 27.72 10.40 4:1 20.27 20.15 20.07 20.71 20.53 19.38 19.38 19.96 19.96 2.1% 28.31 28.53 29.29 28.05 28.68 29.69 28.70 27.65 27.67 23.18 29.48 G1 GRADING PLAN A. R���� N. W������� 1"=30' NORTH ( IN FEET ) 1 ���� = ��. 30 0 30 F��� 30 60 90 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K��� ����'������. C��� ������ ��� ���. R N�. R��������: B�: D���: REVIEWED BY: N. H��� DESIGNED BY: DRAWN BY: SCALE: DATE: SEPT. 20, 2012 PROJECT: 687-002 S���� O� 85 S����� - F����� O�� 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� 09.19.12 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G8 G7 G6 G9 G10 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) MATCHLINE-SEE SHEET G2 1 1 1 1 MINOR AMENDMENT - JESSUP & TOWNHOMES AGR 11/14/14