Technical Exhibit C - NFH Drainage Area E Drawings.pdf

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6200 SAVOY DR. STE. 600

HOUSTON, TEXAS 77036

832.251.8200

TEXAS FIRM# 5366

EMAIL: INFO@KENALLINC.COM

WWW.KENALLINC.COM

REPAIR NORTH FORT HOOD DRAINAGE

NORTH FORT HOOD, TEXAS

AREA E

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

FREESE

�NICHOLS

INDEX

SHEET NO

GENERAL

G-100 G-101 G-102

CIVIL SITE

CS-100

CS-101 TO 103

CIVIL GRADING

CG-100 TO 102

CG-103

CIVIL UTILITIES

CU-100 TO 108

CIVIL DETAILS

C-200 C-201 C-202 C-203

OTHER DISCIPLINES

X-300 X-301 X-302 X-303 X-304 X-305 X-306 X-307 X-308 X-309

X-310

X-311

MSG-ST-02

AW-DET01

8 9 10

DESCRIPTION

COVER SHEET

GENERAL NOTES

GENERAL NOTES, LEGEND, AND ABBREVIATIONS

AREA E OVERALL SITE PLAN

AREA E HORIZONTAL CONTROL PLAN

AREA E EROSION CONTROL PLAN

AREA E EROSION CONTROL DETAILS

AREA E STORM DRAIN REPAIR PLANS AND PROFILES

AREA E DRIVEWAY AND ROADWAY CULVERT CROSSWAY DETAIL

AREA E UTILITY RELOCATION DETAILS

AREA E EMBEDMENT DETAILS

AREA E MISCELLANEOUS DETAILS

SINGLE BOX CULVERTS PRECAST 3'-0" SPAN

SINGLE BOX CULVERTS

SINGLE BOX CULVERTS

BOX CULVERTS (MISCELLANEOUS DETAILS)

CONCRETE HEADWALLS WITH FLARE

CONCRETE WINGWALLS

SAFETY END TREATMENT

PRECAST JUNCTION BOX

GRATE INLET DETAILS

CONCRETE WINGWALLS WITH FLARED WINGS FOR 0° SKEW BOX

CULVERTS

BOX CULVERTS PRECAST MISCELLANEOUS DETAILS

SINGLE BOX CULVERTS PRECAST 7'-0" SPAN

AMERICAN WATER MILITARY SERVICES GROUP

TRENCH RESTORATION DETAIL

AMERICAN WATER MILITARY SERVICES GROUP

WATERLINE DETAIL

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PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E.,

TEXAS NO. 130945 ON 03/21/2019. IT IS NOT

TO BE USED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES

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FIRM F-5366

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N: 10,468,038.66

E: 3,120,548.20

ELEV: 762.92

DESC: CIRST

(GRID)

CP - 12388

N: 10,468,457.67

E: 3,121,106.88

ELEV: 754.11

DESC: CIRST

(GRID)

CP - 12389

N: 10,467,961.53

E: 3,121,472.43

ELEV: 753.88

DESC: CIRST

CP - 13060

N: 10,468,528.31

E: 3,122,059.45

ELEV: 743.02

DESC: PKST

50' 100'0

SCALE IN FEET

BEGIN ALIGNMENT 5000

ST. 5000+00

END ALIGNMENT 5000

ST. 5000+90

BEGIN ALIGNMENT 6000

ST. 6000+00

BEGIN ALIGNMENT 7000

ST. 7000+00

END ALIGNMENT 6000

ST. 6000+93

END ALIGNMENT 7000

ST. 7004+43

AutoCAD SHX Text

PT#

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ELEV2

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ALIGNMENT 5000 TABLE

AutoCAD SHX Text

LINE #

AutoCAD SHX Text L12

AutoCAD SHX Text

START STA

AutoCAD SHX Text

STA 5000+00.00 N=10468345.10 E=3121178.35

AutoCAD SHX Text

END STA

AutoCAD SHX Text

STA 5000+89.95 N=10468418.24 E=3121125.98

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text 89.95

AutoCAD SHX Text

LINE DIRECTION

AutoCAD SHX Text N35° 36' 16.83"W

AutoCAD SHX Text

ALIGNMENT 6000 TABLE

AutoCAD SHX Text

LINE #

AutoCAD SHX Text L13

AutoCAD SHX Text

START STA

AutoCAD SHX Text

STA 6000+00.00 N=10468046.40 E=3121391.91

AutoCAD SHX Text

END STA

AutoCAD SHX Text

STA 6000+92.53 N=10468121.80 E=3121338.26

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text 92.53

AutoCAD SHX Text

LINE DIRECTION

AutoCAD SHX Text N35° 25' 52.18"W

AutoCAD SHX Text

ALIGNMENT 7000 TABLE

AutoCAD SHX Text

LINE #

AutoCAD SHX Text L14

AutoCAD SHX Text

START STA

AutoCAD SHX Text

STA 7000+00.00 N=10468203.06 E=3121693.93

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END STA

AutoCAD SHX Text

STA 7004+43.19 N=10468460.99 E=3122054.32

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text 443.19

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LINE DIRECTION

AutoCAD SHX Text N54° 24' 30.38"E

N. 15TH ST.

N. 16TH ST.

N. 16TH ST.

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NOT FOR CONSTRUCTION

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E.,

TEXAS NO. 130945 ON 03/21/2019. IT IS NOT

TO BE USED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES

KENALL INC.

TEXAS REGISTERED ENGINEERING

FIRM F-5366

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CP - 17167

N: 10,469,269.88

E: 3,121,869.03

ELEV: 747.78

DESC: CIRST

(GRID)

CP - 17168

N: 10,469,120.64

E: 3,121,644.61

ELEV: 747.04

DESC: CIRST

(GRID)

CP - 21089

N: 10,468,960.44

E: 3,121,497.15

ELEV: 747.18

DESC: PKST

(GRID)

CP - 13062

N: 10,468,942.02

E: 3,121,253.93

ELEV: 747.77

DESC: 60DST

(GRID)

CP - 13063

N: 10,469,272.54

E: 3,121,018.61

ELEV: 751.04

DESC: 60DST

(GRID)

CP - 3003

N: 10,468,638.19

E: 3,120,117.11

ELEV: 763.70

DESC: CIRST

(GRID)

50' 100'0

SCALE IN FEET

BEGIN ALIGNMENT 900

ST. 900+00

BEGIN ALIGNMENT 4000

ST. 4000+00

BEGIN ALIGNMENT 8000

ST. 8000+00

BEGIN ALIGNMENT 9000

ST. 9000+00

BEGIN ALIGNMENT 10,000

ST. 10,000+00

END ALIGNMENT 10,000

ST. 10,002+00

END ALIGNMENT 9000

ST. 9008+01

END ALIGNMENT 8000

ST. 8005+43

END ALIGNMENT 2000

ST. 2,009+89

END ALIGNMENT 4000

ST. 4000+75

END ALIGNMENT 900

ST. 905+86

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AutoCAD SHX Text 17167

AutoCAD SHX Text 747.78

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AutoCAD SHX Text 747.05

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AutoCAD SHX Text 21089

AutoCAD SHX Text 747.18

AutoCAD SHX Text PK nail set

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ALIGNMENT 900 TABLE

AutoCAD SHX Text

LINE #

AutoCAD SHX Text L1

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START STA

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STA 900+00.00 N=10468956.84 E=3120593.66

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STA 902+03.67 N=10469064.03 E=3120760.38

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END STA

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STA 901+87.96 N=10469066.34 E=3120746.43

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STA 905+85.83 N=10468753.43 E=3120983.04

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LENGTH

AutoCAD SHX Text 187.96

AutoCAD SHX Text 382.17

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AutoCAD SHX Text N54° 22' 04.33"E

AutoCAD SHX Text S35° 38' 08.33"E

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ALIGNMENT 900 CURVE TABLE

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CURVE #

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DELTA

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TANGENT

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RADIUS

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LENGTH

AutoCAD SHX Text 15.71

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CHORD LENGTH

AutoCAD SHX Text 14.14

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ALIGNMENT 4000 TABLE

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START STA

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STA 4000+00.00 N=10468597.54 E=3120890.26

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END STA

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STA 4000+74.81 N=10468641.06 E=3120951.11

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LENGTH

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AutoCAD SHX Text N54° 25' 45.78"E

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ALIGNMENT 8000 TABLE

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AutoCAD SHX Text L15

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START STA

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STA 8000+00.00 N=10469102.94 E=3121638.60

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END STA

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STA 8005+43.28 N=10469544.63 E=3121322.28

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LENGTH

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AutoCAD SHX Text N35° 36' 29.93"W

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ALIGNMENT 9000 TABLE

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STA 9000+00.00 N=10469143.33 E=3121695.95

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END STA

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STA 9008+00.70 N=10469794.37 E=3121229.83

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LENGTH

AutoCAD SHX Text 800.70

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LINE DIRECTION

AutoCAD SHX Text N35° 36' 06.67"W

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ALIGNMENT 10,000 TABLE

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LINE #

AutoCAD SHX Text L17

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START STA

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STA 10000+00.00 N=10469253.15 E=3121822.77

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END STA

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STA 10002+00.00 N=10469369.64 E=3121985.35

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LENGTH

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N54° 22' 31.84"E

N. 17TH ST.

N. 18TH ST.

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THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E.,

TEXAS NO. 130945 ON 03/21/2019. IT IS NOT

TO BE USED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES

KENALL INC.

TEXAS REGISTERED ENGINEERING

FIRM F-5366

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N: 10,470,253.75

E: 3,120,899.77

ELEV: 754.14

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STA 2000+00.00 N=10469637.31 E=3120718.15

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STA 2003+25.12 N=10469373.80 E=3120908.58

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STA 2003+76.34 N=10469365.60 E=3120959.14

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END STA

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STA 2003+25.12 N=10469373.80 E=3120908.58

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STA 2003+76.34 N=10469365.60 E=3120959.14

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STA 2009+88.97 N=10468869.06 E=3121317.97

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AutoCAD SHX Text 51.22

AutoCAD SHX Text 612.62

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AutoCAD SHX Text 10.14

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STA 1000+00.00 N=10469281.62 E=3120351.62

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STA 1000+48.16 N=10469321.38 E=3120329.31

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STA 1001+11.82 N=10469361.40 E=3120378.30

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STA 1001+67.03 N=10469404.57 E=3120411.94

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STA 1000+40.32 N=10469314.41 E=3120328.16

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STA 1000+91.80 N=10469346.83 E=3120364.77

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STA 1001+35.27 N=10469381.41 E=3120390.51

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AutoCAD SHX Text 43.64

AutoCAD SHX Text 23.45

AutoCAD SHX Text 102.48

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AutoCAD SHX Text N35° 35' 05.98"W

AutoCAD SHX Text N54° 20' 20.39"E

AutoCAD SHX Text N31° 23' 59.79"E

N54° 08' 41.26"E

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AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 03/21/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

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THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 03/21/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

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US Army Corps

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AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 03/21/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

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US Army Corps

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THIS DOCUMENT IS RELEASED FOR THE

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AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

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AutoCAD SHX Text

6" MIN.

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6" MIN.

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FABRIC TOE-IN

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TRENCH

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FLOW

AutoCAD SHX Text SILT FENCE GENERAL NOTES: : 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2" INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION.

AutoCAD SHX Text

SILT FENCE (MIN. HEIGHT 24" ABOVE EXIST. GROUND)

AutoCAD SHX Text

COMPACTED EARTH OR ROCK BACKFILL

AutoCAD SHX Text

STEEL FENCE POST MAX. 6' SPACING, MIN. EMBEDMENT = 1'

AutoCAD SHX Text WIRE MESH BACKING SUPPORT 4x4-W1.4xW1.4 MINIMUM ALLOWABLE, TYP. CHAIN LINK FENCE FABRIC IS ACCEPTABLE

AutoCAD SHX Text

GALV. WOVEN WIRE MESH

AutoCAD SHX Text

OPEN GRADED ROCK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text GENERAL NOTES: 1. THE ROCK FILTER DAM SHALL BE INSPECTED AFTER EACH RAIN THE ROCK FILTER DAM SHALL BE INSPECTED AFTER EACH RAIN EVENT AND SHALL BE RESHAPED OR REPLACED AS NEEDED DURING INSPECTION. REPAIRS SHALL BE MADE FOR WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. 2. ADDITIONAL INSPECTION SHALL BE MADE DAILY BY THE ADDITIONAL INSPECTION SHALL BE MADE DAILY BY THE CONTRACTOR. WHEN SILT REACHES A DEPTH EQUAL TO 6 INCHES, THE SILT SHALL BE REMOVED AND DISPOSED OF IN A APPROVED SITE AND IN SUCH A MANNER AS TO NOT CREATE A SILTATION PROBLEM. 3. WHEN THE SITE IS COMPLETELY STABILIZED, THE ROCK FILTER DAM WHEN THE SITE IS COMPLETELY STABILIZED, THE ROCK FILTER DAM AND ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER.

AutoCAD SHX Text

AutoCAD SHX Text

3 MAX

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1 " FILTER STONE12" FILTER STONE

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FILTER FABRIC

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6"-12" STONE RIP RAP

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PROPOSED CHANNEL CL

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EXISTING GROUND

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SEDIMENT TRAP

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PROPOSED CULVERT

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EXISTING GROUND

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OVERFILL 6" FOR SETTLEMENT IF FILL IS USED

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FILTER FABRIC

AutoCAD SHX Text ROCK FILTER DAMS SHOULD BE CONSTRUCTED DOWNSTREAM FROM DISTURBED AREAS TO INTERCEPT SEDIMENT FROM OVER LAND RUNOFF AND/OR CONCENTRATED FLOW. THE DAMS SHOULD BE SIZED TO FILTER A MAXIMUM FLOW THROUGH RATE OF 60 GPM/FT2 OF CROSS SECTIONAL AREA. A TWO YEAR STORM FREQUENCY MAY BE USED TO CALCULATE THE FLOW RATE.

AutoCAD SHX Text

SILT FENCE DETAIL

AutoCAD SHX Text N.T.S.

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ROCK FILTER DAM DETAIL

AutoCAD SHX Text N.T.S.

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INLET PROTECTION

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VIEW LOOKING UPSTREAM

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THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

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LEGEND

AutoCAD SHX Text PROPOSED CHANNEL CL PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED GRAVEL PROPOSED CONCRETE PILOT FLUME PROPOSED CULVERTS AND HEADWALLS PROPOSED FENCE

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1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE WATER AND GAS LINES BY POTHOLE VERIFYING UTILITY SIZE, MATERIAL, AND LOCATION PRIOR TO CONSTRUCTION . 2. CONTRACTOR SHALL COORDINATE UTILITY WORK CONTRACTOR SHALL COORDINATE UTILITY WORK WITH PROPER UTILITY OWNER PRIOR TO RELOCATION. 3. SEE SHEET CS-101 AND CS-102 FOR SEE SHEET CS-101 AND CS-102 FOR HORIZONTAL ALIGNMENT INFORMATION. 4. SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND ROADWAY CULVERT INSTALLATION DETAILS.

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AutoCAD SHX Text Plot Date: 3/22/2019 7:33 PM Plot By: AChandramohan Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-100.dwg

AutoCAD SHX Text Last Saved: 3/22/2019 6:42 PM Saved By: AChandramohan

AutoCAD SHX Text Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-100.dwg

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NOT FOR CONSTRUCTION

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

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US Army Corps of Engineers

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CAUTION: OVERHEAD ELECTRIC!

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AutoCAD SHX Text PROPOSED CHANNEL CL PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED GRAVEL PROPOSED CONCRETE PILOT FLUME PROPOSED CULVERTS AND HEADWALLS PROPOSED FENCE

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AutoCAD SHX Text

1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE WATER AND GAS LINES BY POTHOLE VERIFYING UTILITY SIZE, MATERIAL, AND LOCATION PRIOR TO CONSTRUCTION . 2. CONTRACTOR SHALL COORDINATE UTILITY WORK CONTRACTOR SHALL COORDINATE UTILITY WORK WITH PROPER UTILITY OWNER PRIOR TO RELOCATION. 3. SEE SHEET CS-102 AND CS-103 FOR SEE SHEET CS-102 AND CS-103 FOR HORIZONTAL ALIGNMENT INFORMATION. 4. SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND ROADWAY CULVERT INSTALLATION DETAILS.

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AutoCAD SHX Text Plot Date: 3/22/2019 7:34 PM Plot By: AChandramohan Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-101.dwg

AutoCAD SHX Text Last Saved: 3/22/2019 6:54 PM Saved By: AChandramohan

AutoCAD SHX Text Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-101.dwg

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SHEET ID

NOT FOR CONSTRUCTION

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

R T

US Army Corps of Engineers

U S

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R M

Y

C

O R

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LEGEND

AutoCAD SHX Text PROPOSED CHANNEL CL PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED GRAVEL PROPOSED CONCRETE PILOT FLUME PROPOSED CULVERTS AND HEADWALLS PROPOSED FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE WATER AND GAS LINES BY POTHOLE VERIFYING UTILITY SIZE, MATERIAL, AND LOCATION PRIOR TO CONSTRUCTION . 2. CONTRACTOR SHALL COORDINATE UTILITY WORK CONTRACTOR SHALL COORDINATE UTILITY WORK WITH PROPER UTILITY OWNER PRIOR TO RELOCATION. 3. SEE SHEET CS-102 FOR HORIZONTAL SEE SHEET CS-102 FOR HORIZONTAL ALIGNMENT INFORMATION. 4. SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND ROADWAY CULVERT INSTALLATION DETAILS.

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NOTES:

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MATCHLINE STA 2006+85

AutoCAD SHX Text Plot Date: 3/22/2019 7:35 PM Plot By: AChandramohan Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-102.dwg

AutoCAD SHX Text Last Saved: 3/22/2019 7:01 PM Saved By: AChandramohan

AutoCAD SHX Text Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-102.dwg

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SHEET ID

NOT FOR CONSTRUCTION

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

R T

US Army Corps of Engineers

U S

A

R M

Y

C

O R

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AutoCAD SHX Text PROPOSED CHANNEL CL PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED GRAVEL PROPOSED CONCRETE PILOT FLUME PROPOSED CULVERTS AND HEADWALLS PROPOSED FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE WATER AND GAS LINES BY POTHOLE VERIFYING UTILITY SIZE, MATERIAL, AND LOCATION PRIOR TO CONSTRUCTION . 2. CONTRACTOR SHALL COORDINATE UTILITY WORK CONTRACTOR SHALL COORDINATE UTILITY WORK WITH PROPER UTILITY OWNER PRIOR TO RELOCATION. 3. SEE SHEET CS-102 FOR HORIZONTAL SEE SHEET CS-102 FOR HORIZONTAL ALIGNMENT INFORMATION. 4. SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND ROADWAY CULVERT INSTALLATION DETAILS.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

MATCHLINE STA 2006+85

AutoCAD SHX Text Plot Date: 3/22/2019 7:36 PM Plot By: AChandramohan Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-102.dwg

AutoCAD SHX Text Last Saved: 3/22/2019 7:01 PM Saved By: AChandramohan

AutoCAD SHX Text Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-102.dwg

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SHEET ID

NOT FOR CONSTRUCTION

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

R T

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

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EG=752.7

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PG=752.68

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EG=751.5

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PG=751.55

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EG=746.8

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PG=746.84

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LEGEND

AutoCAD SHX Text PROPOSED CHANNEL CL PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED GRAVEL PROPOSED CONCRETE PILOT FLUME PROPOSED CULVERTS AND HEADWALLS PROPOSED FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE WATER AND GAS LINES BY POTHOLE VERIFYING UTILITY SIZE, MATERIAL, AND LOCATION PRIOR TO CONSTRUCTION . 2. CONTRACTOR SHALL COORDINATE UTILITY WORK CONTRACTOR SHALL COORDINATE UTILITY WORK WITH PROPER UTILITY OWNER PRIOR TO RELOCATION. 3. SEE SHEET CS-103 FOR HORIZONTAL SEE SHEET CS-103 FOR HORIZONTAL ALIGNMENT INFORMATION. 4. SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND ROADWAY CULVERT INSTALLATION DETAILS.

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NOTES:

AutoCAD SHX Text Plot Date: 3/22/2019 7:37 PM Plot By: AChandramohan Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-103.dwg

AutoCAD SHX Text Last Saved: 3/22/2019 6:33 PM Saved By: DSarapu

AutoCAD SHX Text Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-103.dwg

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NOT FOR CONSTRUCTION

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

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US Army Corps of Engineers

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N 15TH ST

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PT#

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CENTRAL AVE

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EG=754.4

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PG=754.45

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EX 54 LF 24" RCP @ -0.73%

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51 LF 24" RCP @ -0.76%

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EG=753.5

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EX 52 LF 18" RCP @ 0.42%

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LEGEND

AutoCAD SHX Text PROPOSED CHANNEL CL PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED GRAVEL PROPOSED CONCRETE PILOT FLUME PROPOSED CULVERTS AND HEADWALLS PROPOSED FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE WATER AND GAS LINES BY POTHOLE VERIFYING UTILITY SIZE, MATERIAL, AND LOCATION PRIOR TO CONSTRUCTION . 2. CONTRACTOR SHALL COORDINATE UTILITY WORK CONTRACTOR SHALL COORDINATE UTILITY WORK WITH PROPER UTILITY OWNER PRIOR TO RELOCATION. 3. SEE SHEET CS-102 FOR HORIZONTAL SEE SHEET CS-102 FOR HORIZONTAL ALIGNMENT INFORMATION. 4. SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND ROADWAY CULVERT INSTALLATION DETAILS.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Plot Date: 3/22/2019 7:39 PM Plot By: AChandramohan Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-104.dwg

AutoCAD SHX Text Last Saved: 3/22/2019 7:07 PM Saved By: AChandramohan

AutoCAD SHX Text Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-104.dwg

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NOT FOR CONSTRUCTION

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

R T

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

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LEGEND

AutoCAD SHX Text PROPOSED CHANNEL CL PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED GRAVEL PROPOSED CONCRETE PILOT FLUME PROPOSED CULVERTS AND HEADWALLS PROPOSED FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE WATER AND GAS LINES BY POTHOLE VERIFYING UTILITY SIZE, MATERIAL, AND LOCATION PRIOR TO CONSTRUCTION . 2. CONTRACTOR SHALL COORDINATE UTILITY WORK CONTRACTOR SHALL COORDINATE UTILITY WORK WITH PROPER UTILITY OWNER PRIOR TO RELOCATION. 3. SEE SHEET CS-101 FOR HORIZONTAL SEE SHEET CS-101 FOR HORIZONTAL ALIGNMENT INFORMATION. 4. SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND ROADWAY CULVERT INSTALLATION DETAILS.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Plot Date: 3/22/2019 7:40 PM Plot By: AChandramohan Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-105.dwg

AutoCAD SHX Text Last Saved: 3/22/2019 7:12 PM Saved By: AChandramohan

AutoCAD SHX Text Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-105.dwg

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SHEET ID

NOT FOR CONSTRUCTION

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

R T

US Army Corps of Engineers

U S

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LEGEND

AutoCAD SHX Text PROPOSED CHANNEL CL PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED GRAVEL PROPOSED CONCRETE PILOT FLUME PROPOSED CULVERTS AND HEADWALLS PROPOSED FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO LOCATE WATER AND GAS LINES BY POTHOLE VERIFYING UTILITY SIZE, MATERIAL, AND LOCATION PRIOR TO CONSTRUCTION . 2. CONTRACTOR SHALL COORDINATE UTILITY WORK CONTRACTOR SHALL COORDINATE UTILITY WORK WITH PROPER UTILITY OWNER PRIOR TO RELOCATION. 3. SEE SHEET CS-102 FOR HORIZONTAL SEE SHEET CS-102 FOR HORIZONTAL ALIGNMENT INFORMATION. 4. SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND SEE SHEET C-500 FOR TYPICAL DRIVEWAY AND ROADWAY CULVERT INSTALLATION DETAILS.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Plot Date: 3/22/2019 7:42 PM Plot By: AChandramohan Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-106.dwg

AutoCAD SHX Text Last Saved: 3/22/2019 7:17 PM Saved By: AChandramohan

AutoCAD SHX Text Filename: C:\Users\achandramohan\Desktop\AREA E - UPDATED UTILITY-20190322T232923Z-001\AREA E - UPDATED UTILITY\CU-106.dwg

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SHEET ID

NOT FOR CONSTRUCTION

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF RAJESH TOLIKONDA, P.E., TEXAS

NO.130945 ON 01/09/2019. IT IS NOT TO BE

USED FOR CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

R T

US Army Corps of Engineers

U S

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R M

Y

C

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Auto…