3 proposed drainage plan · layout1 1 xref: vinmap plotted: thu 06/07/18 3:25:24p by: ian burton no...

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SITE E 128TH AVE E 120TH AVE RAILROAD E 124TH AVE GRANT ST CENTER DR WASHINGTON ST BANNOCK ST E 130TH EASTLAKE AVE CLAUDE CT WASHINGTON CENTER PKWY E 126TH AVE LAFAYETTE ST FARMERS HIGH LINE CANAL & TRAIL BASIN DESIGNATION BASIN SIZE IN ACRES C COEFFICIENT C COEFFICIENT OS 1 0.45 0.67 1.23 AC BASIN AREA C MINOR MAJOR 1 BASIN DESIGN POINT 2-YR RATIONAL 100-YR RATIONAL AVILLA EASTLAKE LOTS 1 TO 6 & LOT A, BLOCK 3, WASHINGTON CENTER SUBDIVISION FILING NO. 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. 35(/,0,1$5< '5$,1$*( 3/$1 Filepath: P:\160611\ENGINEERING\DRAINAGE\PDP - COVER.DWG Layout: LAYOUT1 1 XREF: vinmap Plotted: THU 06/07/18 3:25:24P By: Ian Burton NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH. ISSUE DATE: DATE REVISION COMMENTS PROJECT #: 11-18-2016 160611 03-23-2018 GENERAL REVISIONS 06-08-2018 GENERAL REVISIONS SHEET INDEX 1 COVER 2 HISTORIC DRAINAGE PATTERN 3 PROPOSED DRAINAGE PATTERN

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Page 1: 3 PROPOSED DRAINAGE PLAN · LAYOUT1 1 XREF: vinmap Plotted: THU 06/07/18 3:25:24P By: Ian Burton NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER

SITE

E 128TH AVE

E 120TH AVE

R

A

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A

D

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2

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WASHINGTON

CENTER PKWY

E 126TH AVE

LA

FA

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TT

E S

T

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

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: THU

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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

Page 2: 3 PROPOSED DRAINAGE PLAN · LAYOUT1 1 XREF: vinmap Plotted: THU 06/07/18 3:25:24P By: Ian Burton NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER

FILE

PATH

: P:\1

6061

1\ENG

INEE

RING

\DRA

INAG

E\PD

P - H

ISTO

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DRAI

NAGE

MAP

.DW

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PLA

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e-uti

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e[U], p

-club

[U], p

-lega

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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

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IABJRSIAB

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AVILLA EASTLAKEHISTORIC DRAINAGE PLAN

NEXMETRO COMMUNITIES03-23-2018 GENERAL REVISIONS

06-08-2018 GENERAL REVISIONS

NO C

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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

Page 3: 3 PROPOSED DRAINAGE PLAN · LAYOUT1 1 XREF: vinmap Plotted: THU 06/07/18 3:25:24P By: Ian Burton NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER

FILE

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: P:\1

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1\ENG

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RELIM

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byot,

p-ba

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gal-b

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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

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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

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N OF

HAR

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KOCH

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MITH

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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