HomeMy WebLinkAboutRIDGEWOOD HILLS RESIDENCES 4TH FILING - MAJOR AMENDMENT - MJA130003 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORT8-UNIT
8-UNIT
6-UNIT
6-UNIT
TOT
LOT
SPORTS
COURT
(110' X 50')
CLUB
HOUSE
POOL
TRIANGLE DRIVE
AVONDALE ROAD
1
2
3
4
5
6
7
8
9
12
N1
0.353 0.53
OS-1
0.401 0.71
N3
0.301 0.57
N2
0.276 0.52
N4
0.211 0.50
N6
0.830 0.80
N5
1.872 0.68
N7
0.900 0.25
S3
0.235 0.46 YARD INLET
LATERALS 12" HDPE
N-12 (TYP)
YARD INLET
LATERALS 12" HDPE
N-12 (TYP)
142.5 LF 18" RCP @ 2.30%
140.6 LF 24" RCP @ 1.10%
16.5 LF 24" RCP @ 2.50%
83.5 LF 12" RCP @ 4.50%
FLOW TO EX. POND 1
STMH N4
RIM EL. = 5080.5
INV. EL. (NE) = 5076.4
INV. EL. (SW) = 5076.6
TYPE R INLET
RIM EL. = 5081.5
INV. EL. = 5878.0
STMH N3
AVONDALE ROAD
S3 12
0.235 0.46 YARD INLET
LATERALS 12" HDPE
N-12 (TYP)
8-UNIT
6-UNIT
24-UNIT
16-UNIT
16-UNIT
24-UNIT
24-UNIT
PEYTON DRIVE
AVONDALE ROAD
TRIANGLE DRIVE
31
10
11
13
N8
0.163 0.68
S1
0.560 0.58
S2
0.125 0.41
S4
0.121 0.47
S5
0.125 0.46
S6
0.154 0.73
S7
0.155 0.41
S8
0.412 0.68
S9
0.112 0.74
S10
0.119 0.69
S11
0.201 0.62
S12
0.436 0.64
S13
0.041 0.61
S14
1.866 0.64
S15
1.153 0.77
S18
0.990 0.28
S17
0.810 0.32
S16
0.204 0.78 S19
0.352 0.25
14
15
16
17
18
19
20
21
22 23
24 25
26
27
30
29
32
33
30
EX. STM MANHOLE AND APPROX. 44 LF
OF EX. 30" D/S STORM DRAIN TO BE
REMOVED AND REPLACED AT GRADE
SHOWN.
70 LF 18" RCP @ 13.00%
EX. 30" ADS N-12 PIPE TO BE REMOVED
74 LF 30" RCP @ 1.04%
30 LF 24" RCP @ 1.40%
180 LF 18" RCP @ 5.94% 143.4 LF 18" RCP @ 2.51%
142.2 LF
125.2 LF 18" RCP @ 1.84% 18" RCP @ 2.04%
43.6 LF 18" RCP @ 1.83%
174.7 LF 18" RCP @ 2.12%
66 LF 12" RCP @ 1.14%
23 LF 12 RCP @ 8.70%
YARD INLET
LATERALS 12" HDPE
N-12 (TYP)
TYPE R INLET RIM
EL. = 5081.8
INV. EL. (E) = 5078.3
TYPE R INLET
RIM EL. = 5087.6
INV. EL. (W) = 5080.2
INV. EL. (E) = 5080.0
STMH S4
RIM EL. = 5090.7 INV.
EL. (N) = 5086.4 INV.
EL. (NW) = 5086.4
INV. EL. (S) = 5086.4
INV. EL. (SE) = 5086.2
TYPE R INLET
RIM EL. = 5086.8 INV.
EL. (W) = 5083.3 INV.
EL. (S) = 5083.1
TYPE R INLET
RIM EL. = 5090.7
INV. EL. = 5087.2
TYPE R INLET
RIM EL. = 5090.3
INV. EL. = 5086.8
STMH S5
RIM EL. = 5092.7
INV. EL. (NW) = 5088.9
INV. EL. (SE) = 5088.7
TYPE R INLET
RIM EL. = 5092.6
INV. EL. = 5089.1
TYPE R INLET
RIM EL. = 5096.1
INV. EL. = 5092.6
STMH S2
RIM EL. = 5071.0
INV. EL. (N) = 5068.6
INV. EL. (W) = 5068.6
INV. EL. (S) = 5068.4
AREA INLET
RIM EL. = 5070.0
INV. EL. (W) = 5069.2
INV EL. (E) = 5069.0
STMH S3
RIM EL. = 5087.0
INV. EL. (N) = 5079.5
INV. EL. (W) = 5079.5
INV. EL. (S) = 5079.3
STMH S1
RIM EL. = 5070.7
INV. EL. (N) = 5067.6
No. Revision/Issue Date
M. TIMM DEVELOPMENT
PREPARED BY:
1619 KELMSLEY CT. WINDSOR, CO 80550
deanne@TFGcolorado.com (970) 674-3323
PLANNERS / LANDSCAPE ARCHITECTS
CLIENT:
SHEET
OF
PROJECT:
DATE: DRAWN BY:
DLK
SCALE:
By:
THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED
OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS.
3715 Shallow Pond Drive
Ft. Collins, CO 80528
Phone: (970) 226-0264
larrycowen@comcast.net
RIDGWEWOOD HILLS - FOURTH FILING
FORT COLLINS, COLORADO BILL TIMM
233 CARILLO STREET
(805) 963-0358
SANTA BARBARA, CA 93101
AVONDALE RD. & TRIANGLE DR.
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
DRAINAGE PLAN - SOUTH
7 9
Ridgwood
. . . .
1.15.2013
MATCHLINE
(SEE SHEET 6 OF 9)
1-800-922-1987
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
1. SEE SHEET 6 OF 9 FOR DRAINAGE DATA
SUMMARY TABLE
MATCHLINE
(SAME SHEET)
MATCHLINE
(SAME SHEET)
LEGEND:
DRAINAGE BASIN I.D.
DESIGN POINT
OVERLAND
FLOW DIRECTION
#
#
0.000 0.00 MINOR STORM RUNOFF COEFFICIENT
DRAINAGE BASIN AREA
RIM EL. = 5076.0
INV. EL. (N) = 5072.9
INV. EL. (SW) = 5073.1
TYPE R INLET
RIM EL. = 5076.6
INV. EL. = 5073.0
STMH N1
RIM EL. = 5078.6
INV. EL. (N) = 5071.1
INV. EL. (W) = 5071.3
INV. EL. (S) = 5071.3
EXISTING INLET CORE
SOUTH WALL OF INLET
BOX TO ACCEPT PIPING
FROM PROPOSED
DEVELOPMENT
STMH N2 (W/ GRATED LID)
RIM EL. = 5080.3
INV. EL. (E) = 5075.1
EXISTING DETENTION
POND
8-UNIT
S1 11
S2
0.125 0.41
@ 1.14%
No. Revision/Issue Date
M. TIMM DEVELOPMENT
PREPARED BY:
1619 KELMSLEY CT. WINDSOR, CO 80550
deanne@TFGcolorado.com (970) 674-3323
PLANNERS / LANDSCAPE ARCHITECTS
CLIENT:
SHEET
OF
PROJECT:
DATE: DRAWN BY:
DLK
SCALE:
By:
THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED
OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS.
3715 Shallow Pond Drive
Ft. Collins, CO 80528
Phone: (970) 226-0264
larrycowen@comcast.net
RIDGWEWOOD HILLS - FOURTH FILING
FORT COLLINS, COLORADO BILL TIMM
233 CARILLO STREET
(805) 963-0358
SANTA BARBARA, CA 93101
AVONDALE RD. & TRIANGLE DR.
DRAINAGE PLAN - NORTH
6 9
Ridgwood
. . . .
1.15.2013
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
MATCHLINE
(SEE SHEET 7 OF 9)
DRAINAGE DATA SUMMARY TABLE
1-800-922-1987
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
LEGEND:
DRAINAGE BASIN I.D.
DESIGN POINT
OVERLAND FLOW DIRECTION
#
#
0.000 0.00 MINOR STORM RUNOFF COEFFICIENT
DRAINAGE BASIN AREA