3 proposed drainage plan · layout1 1 xref: vinmap plotted: thu 06/07/18 3:25:24p by: ian burton no...
TRANSCRIPT
SITE
E 128TH AVE
E 120TH AVE
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WASHINGTON
CENTER PKWY
E 126TH AVE
LA
FA
YE
TT
E S
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FARMERS HIGH LINE
CANAL & TRAIL
BASINDESIGNATION
BASIN SIZEIN ACRES
C COEFFICIENT
C COEFFICIENT
OS 10.450.67
1.23AC
BASIN
AREA CMINORMAJOR
1 BASIN DESIGN POINT
2-YR RATIONAL
100-YR RATIONAL
AVILLA EASTLAKELOTS 1 TO 6 & LOT A, BLOCK 3, WASHINGTON CENTER SUBDIVISION FILINGNO. 1, LOCATED IN THE WEST HALF OF SECTION 35, TOWNSHIP 1 SOUTH,
RANGE 68 WEST OF THE 6TH P.M., COUNTY OF ADAMS, STATE OF COLORADO.
PRELIMINARY DRAINAGE PLAN
Filep
ath: P
:\160
611\E
NGIN
EERI
NG\D
RAIN
AGE\
PDP
- CO
VER.
DWG
Layo
ut: LA
YOUT
11 X
REF:
vinm
apPl
otted
: THU
06/07
/18 3:
25:24
P B
y: Ian
Bur
tonNO
CHA
NGES
ARE
TO
BE M
ADE
TO T
HIS
DRAW
ING
WIT
HOUT
WRI
TTEN
PER
MISS
ION
OF H
ARRI
S KO
CHER
SMI
TH.
ISSUE DATE:DATE REVISION COMMENTS
PROJECT #:11-18-2016 160611
03-23-2018 GENERAL REVISIONS
06-08-2018 GENERAL REVISIONS
SHEET INDEX1 COVER2 HISTORIC DRAINAGE PATTERN3 PROPOSED DRAINAGE PATTERN
FILE
PATH
: P:\1
6061
1\ENG
INEE
RING
\DRA
INAG
E\PD
P - H
ISTO
RIC
DRAI
NAGE
MAP
.DW
G LA
YOUT
: 2 H
ISTO
RIC
DRAI
NAGE
PLA
N7 X
REFs
: e-b
ase-
byot,
e-co
nt-by
ot, e-
legal-
byot,
e-uti
l-byo
t[U], p
-bas
e[U], p
-club
[U], p
-lega
l[U]
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
PLOT
TED:
THU
06/07
/18 3:
25:30
P B
Y: IA
N BU
RTON
22 OF 3
11-18-2016
IABJRSIAB
160611
AVILLA EASTLAKEHISTORIC DRAINAGE PLAN
NEXMETRO COMMUNITIES03-23-2018 GENERAL REVISIONS
06-08-2018 GENERAL REVISIONS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
100 100 200
100'
RUNOFF SUMMARY TABLEBASIN AREA (AC) DESIGN POINT Q5 (CFS) Q100 (CFS)
A 26.31 1 0.43 34.29
FILE
PATH
: P:\1
6061
1\ENG
INEE
RING
\DRA
INAG
E\PD
P - P
RELIM
INAR
Y DR
AINA
GE P
LAN.
DWG
LAYO
UT: 3
PRO
POSE
D DR
AINA
GE P
LAN
6 XRE
Fs: e
-bas
e-by
ot, e-
legal-
byot,
p-ba
se, p
-lega
l, p-le
gal-b
yot, p
-stor
m
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
PLOT
TED:
THU
06/07
/18 3:
25:48
P B
Y: IA
N BU
RTON
33 OF 3
11-18-2016
IABJRSIAB
160611
AVILLA EASTLAKEPROPOSED DRAINAGE PLAN
NEXMETRO COMMUNITIES03-23-2018 GENERAL REVISIONS
06-08-2018 GENERAL REVISIONS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
100 100 200
100'
RUNOFF SUMMARY TABLEBASIN AREA (AC) DESIGN POINT Q5 (CFS) Q100 (CFS)
A1 3.35 1 4.89 14.72A2 1.54 1 2.18 6.57A3 1.57 1 2.04 6.14A4 1.23 1 1.67 5.03A5 2.94 1 3.79 11.41A6 2.09 1 2.65 7.97A7 1.74 1 2.2 6.62A8 2.39 1 4.83 14.52A9 3.84 1 5.14 15.46
A10 2.76 1 3.63 10.93A11 1.08 1 2.01 6.05A12 0.21 1 0.57 1.44B1 1.75 2 0.07 5.63C1 0.61 1 0.94 2.24
BASINDESIGNATION
BASIN SIZEIN ACRES
C COEFFICIENT
C COEFFICIENT
OS 10.450.67
1.23AC
BASIN
AREA CMINORMAJOR
1 BASIN DESIGN POINT
2-YR RATIONAL
100-YR RATIONAL
BASIN VOLUME INFORMATIONWATERSHED AREA 26.92 AC
STAGE ELEVATION DEPTH (FT) AREA (SF) AREA (AC) VOLUME (CF) VOLUME(AC-FT)
WQCV 5305.39 2.39 13355 0.307 23184 0.532EURV 5308.43 5.43 21587 0.496 73452 1.686
100 YEAR 5310.33 7.33 27373 0.628 122769 2.818