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DRAINAGE AREA BOUNDARY
TIME OF CONCENTRATED FLOW P,
PROPOSED STORM SEWER
DRAINAGE AREA NO. AND ACREAC
RUNOFF FLOW DIRECTION
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L SHEET i2 36'
MOON 7 11200.8 248.6 -
SHEET H3 K 3 4 15 1 1
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BLOCK
N R oc k Bend L1 ROW — B JL PA)T.M
A 50' ROW — 27' B—B PAVEMENT WIDTH
437'01.
srRE IN
17 F LOC 0 - CK 1--- 45 '00. I 8
L
10
0 B OCK 6 2 3 6 7 8 9 1 3 14
21 X 5 14 12 11 1 0 9 8 7 6 3 2 SHEET
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— — — — — — — — — -
SH 40 Frontage
goo 298— 100 50 0 100
N7 SCALE IN FEET
L
HARLE ENGINEERING COMPANY
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538
3002 TEXAS AVENUE SOUTH
COLLEGE STATION, TEXAS 77845
979.693.7191
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
CARLOMAGNO
JPs
JPs
JPS
PA S TLE R 0 CK IS UBDIVISION
IL-/.rx
SCALE EXHI
VERTICAL
HORIZONTAL 1"=100'
PLOTTING SCALE: 1:1
FILE NAME: