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UD UD UD UD UD UD
LOT 1
BLOCK 1
BLOCK 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8 LOT 9
LOT 10 LOT 11 LOT 12 LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
BLOCK 2
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
BLOCK 3
BLOCK 3
BLOCK 1
BLOCK 4
BLOCK 5
BLOCK 5
BLOCK 2
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 8 LOT 7
LOT 10 LOT 9
LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11
LOT 18 LOT 19 LOT 20 LOT 21 LOT 22
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2 LOT 1
LOT 2 LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 8
BLOCK 8
BLOCK 8
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
BLOCK 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20
LOT 21 LOT 22 LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
BLOCK 9
BLOCK 9
BLOCK 11
BLOCK 11
BLOCK 10
BLOCK 10
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
1
91.4 ��
2
25.5 ��
PROPOSED DETENTION/WATER QUALITY
WITHIN EXISTING WETLANDS. FOREBAYS TO PROVIDE PRE-TREATMENT.
PROPOSED DETENTION/WATER QUALITY POND. EXISTING POND RETROFITTED FOR PROPOSED SITE PLAN.
COMMERCIAL DEVELOPMENT AREA
ALL ROAD ALIGNMENTS AND LOT CONFIGURATIONS AS SHOWN HEREIN ARE CONCEPTUAL IN NATURE AND MAY CHANGE UPON PRELIMINARY DESIGN SUBMITTAL.
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REVIEWED BY:
R. C������
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/25/13
PROJECT:
889-001
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WATERFIELD THIRD FILING ODP
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NOT FOR CONSTRUCTION
REVIEW SET
XX/XX/XX
200 S���� C������ A�����, S���� 010
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E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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KEYMAP
VINE DRIVE
MERGANSER
VINE DRIVE
MERGANSER
TIMBERLILNE
WETLAND
AREA
NORTH
( IN FEET )
1 ���� = ��.
150 0 150 F���
150
300 450
DR1
OVERALL DRAINAGE PLAN
C. SNOWDON
D. FRY
1" = 150'
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
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FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
PROPOSED INLET
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
B2
1.45 ��