Technical_Exhibit_B_-_Drawings.pdf

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CERTIFIED FINAL SUBMITTAL

C L

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E of Engineers

US Army Corps

SOLICITATION NO.: XXXXXX-XX-X-XXX

CONTRACT NO.: XXXXXX-XX-X-XXXX

Fort Worth District

G-001

C O

V E

R S

H E

E T

FOR OFFICIAL USE ONLY

FORT HOOD, TEXAS

FY 2017, P2# 460105, ATS 16-1358

TANK DESTROYER AND CLEAR CREEK

DRAWING INDEX

ISSUE DATE: APRIL 2017

IMPROVEMENT

NEW TRAFFIC SIGNALS AND TRAFFIC SIGNAL

TANK DESTROYER BLVD

T J M

IL

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S RANGE ROAD

G-201

L O

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VISITOR CENTER

MAIN ENTRANCE

DARNALL ARMY HOSPITAL

OF PUBLIC WORKS)

BUILDING 4612 (DIRECTORATE

ACCESS GATE

CLEAR CREEK

ACCESS GATE

CLARKE ROAD

PROJECT SITE

FORT HOOD AREA MAP

HWY 84

HWY 84

HWY 36

F .M

RES.BD.

RES.BD.

R E S . B

D

RES. BD.

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S .B

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KILLEEN

CANTONMENT

AREA

WEST

FORT

HOOD

GATESVILLE

NORTH

FORT

HOOD

RESERVATION

BELTON

LAKE

COPPERAS

COVE

HWY190

HWY190

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LOCATION

PROJECT

FORT HOOD

TEXAS STATE MAP

35 37

LAREDO

CORPUS

CHRISTI

HOUSTON

AUSTIN

KILLEEN

WACO

FORT WORTH DALLAS

FORT

SMITH

OKLAHOMA

CITY

TULSA

AMARILLO

ALBUQUERUE

SANTA FE

LOUISIANA

MEXICO

MEXICO

TEXAS

ARKANSAS

NEW

MEXICO

ELPASO

OKLAHOMA

GULF OF

SAN ANTONIO

FORT HOOD

WICHITA FALLS

INSPECTIONS AND 1 HOUR DELAYS.

USE THE CLARKE ROAD ENTRANCE AND BE PREPARED FOR

TRAILERS, ETC. SHALL ENTER ALONG NOLAN ROAD OR OTHERWISE

DELIVERY TRUCKS, SERVICE TRUCKS, CONCRETE TRUCKS AND

ID CARD OR DRIVERS LICENSE.

MUST BE ABLE TO PRESENT AT A MINIMUM A VALID STATE ISSUED

THAN THE OCCUPANTS OF VEHICLES ENTERING THE INSTALLATION

THERE ARE NO SPECIAL REQUIREMENTS FOR ENTERING OTHER

LISTED ON THE TEMPORARY PASS.

ACCESS AT THE GATES THE OPERATOR OF THE VEHICLE MUST BE

ARE NOT GIVEN TO INDIVIDUALS ONLY TO THE VEHICLE. TO GAIN

GATE TO OBTAIN A TEMPORARY PASS FOR THEIR VEHICLE. PASSES

MAY PROCEED TO THE VISITOR CENTER LOCATED AT THE MAIN

CONSTRUCTION PERSONNEL OPERATING VEHICLES 1 TON OR LESS

BACK THROUGH INSPECTION TO GAIN ACCESS AGAIN.

THE VEHICLE LEAVES THE INSTALLATION IT WILL HAVE TO GO

(NORTH) AND US HWY 190. NO PASS ISSUED, HOWEVER ANYTIME

COMMERCIAL VEHICLE GATE FOR INSPECTION AT CLARKE ROAD

TRUCKS PULLING TRAILERS/EQUIPMENT MUST ENTER THE

CONSTRUCTION EQUIPMENT. TRUCKS GREATER THAN 1 TON OR

REGISTRATION ON THE VEHICLE.

MUST HAVE VALID DRIVER'S LICENSE, INSURANCE CARD AND

PASSES MAY BE OBTAINED AT THE VISITOR'S CENTER. DRIVER

NATIONALS ARE NOT ACCEPTABLE.

BORDER CROSSING CARDS, RESIDENT CARDS ETC. ON FOREIGN

STATE ID CARD OR DRIVERS LICENSE IS SUFFICIENT. PASSPORTS,

ALL PERSONNEL MUST PRODUCE VALID IDENTIFICATION. A VALID

MUST SHOW VALID FORM OF IDENTIFICATION.

ON CLARKE ROAD (NORTH). NO TEMPORARY PASS IS REQUIRED BUT

HAULING EQUIPMENT IS STILL AT THE TRUCK INSPECTION FACILITY

THE ENTRANCE FOR VEHICLES GREATER THAN 1 TON OR TOWING/

MANAGEMENT UNIT (IMMU).

FOR REQUIREMENTS REGARDING BORROW AT THE INERT MATERIAL

01 35 10.00 44 "SPECIAL PROJECT PROCEDURES FOR FORT HOOD"

THE RESPONSIBILITY OF THE CONTRACTOR. REFER TO SPEC

SHALL BE LOCATED OFF GOVERNMENT PROPERTY AND SHALL BE

BORROW SHALL BE OBTAINED FROM THE IMMU OR BORROW AREAS

CONTRACTING OFFICER.

CONSTRUCTION SITE. THIS SITE WILL BE DESIGNATED BY THE

WILL BE ALLOWED FOR CLEAN DEBRIS WITHIN 10 MILES OF THE

THE INERT MATERIAL MANAGEMENT UNIT (IMMU). WASTE DISPOSAL

FORT HOOD" FOR REQUIREMENTS REGARDING WASTE DISPOSAL AT

REFER TO SPEC 01 35 10.00 44 "SPECIAL PROJECT PROCEDURES FOR

GENERAL NOTES

9.

8.

7.

6.

5.

4.

3.

2.

1.

FORT HOOD CANTONMENT AREA

ENLARGED PROJECT SITE

SITE

PROJECT

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TANK DESTROYER BLVD

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CERTIFIED FINAL SUBMITTAL

C L

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GRID COORDINATES.

COORDINATES DERIVED FROM TEXAS COORDINATE SYSTEM, CENTRAL ZONE

12. THE GRID LINES SHOWN HEREON ARE BASED ON SCALED SURFACE

SURVEY.

NO RECORD UTILITY PLANS WERE PROVIDED, OBTAINED OR USED FOR THIS

ASSOCIATES DURING DECEMBER 2016.

OF SUE QUALITY LEVEL B FIELD MARKINGS PROVIDED BY COBB FENDLEY AND

11. UNDERGROUND UTILITIES SHOWN HEREON ARE THE SURVEYED LOCATIONS

POINTS 97 AND 99.

2321(TXKL) AND NGS OPUS MEASUREMENT SOLUTIONS ON BOWMAN CONTROL

AND FORT HOOD 110, SMARTNET NORTH AMERICA REFERENCE STATION RTCM ID

10. VERTICAL DATUM IS NAVD88 (GEOIDE 12A) CONSTRAINED TO FORT HOOD 109

ALL DATA FOR THIS PROJECT WAS SCALED FROM BOWMAN CONTROL POINT 99.

SURFACE).

9. THE COMBINED SCALE FACTOR FOR THIS PROJECT IS 1.000155 (GRID TO

ZONE, NAD83, GRID.

8. COORDINATES SHOWN HEREON ARE TEXAS COORDINATE SYSTEM, CENTRAL

FACTOR.

CONVERT SURFACE DISTANCES TO GRID, MULTIPLY BY THE COMBINED SCALE

7. DISTANCES SHOWN HEREON ARE BASED ON SURFACE MEASUREMENTS, TO

STATION RTCM ID 2321(TXKL).

HOOD 110 AND BM_DPW002 AND SMARTNET NORTH AMERICA REFERENCE

AND VERIFIED BY SURVEY TIES TO CONTROL MONUMENTS FORT HOOD 109, FORT

CONTROL POINT 99 AND DECEMBER 1 & 2, 2016 FOR BOWMAN CONTROL POINT 97

(GPS) FIELD MEASUREMENTS MADE NOVEMBER 15, 16 & 17, 2016 FOR BOWMAN

SERVICE (OPUS) SOLUTIONS GENERATED FROM GLOBAL POSITIONING SYSTEM

BASED ON NATIONAL GEODETIC SURVEY (NGS) ONLINE POSITIONING USER

6. BEARING BASIS IS TEXAS COORDINATE SYSTEM, CENTRAL ZONE, NAD83, GRID,

5. THIS DOES NOT IN ANY WAY REPRESENT A BOUNDARY SURVEY.

CORRESPONDING TREE NUMBER, (SEE SHEET 8 OF 9 FOR TREE LIST.)

4. TREES SHOWN HEREON WERE TAGGED WITH A METAL STRIP BEARING THE

DIAMETER OF EACH ADDITIONAL TRUNK.

CALCULATED BY USING THE DIAMETER OF THE LARGEST TRUNK PLUS 1/2 THE

3. FOR TREE CANOPIES WITH MULTIPLE TRUNKS, THE TOTAL DIAMETER WAS

OF CANOPY RADIUS.

2. TREE CANOPIES WERE DRAWN AT A RATIO OF 1 IN. OF TREE DIAMETER TO 1 FT.

1. CONTOUR INTERVAL IS 1FT.

NOTES:

N

V-101

T O

P O

G R

A P

H

IC

S

U R

V E

Y

(PUBLISHED 895.88')

DESC:BRASS DISK IN CONC FOUND

ELEV=895.77

E=3111103.00

N=10385384.82

BOWMAN #: 102

X 239

DESC=SMARTNET RTCM-REF 2321(TXKL)

ELEV=859.47

E=3110419.55

N=10380882.87

BOWMAN #: 5321

RTCM-REF 2321(TXKL)

(PUBLISHED 930.66')

IN CONC FOUND

DESC:BRASS DISK

ELEV=930.54

E=3088411.04

N=10381224.83

BOWMAN #: 101

W 50

(PUBLISHED 970.45')

DESC: BRASS DISK IN CONC FOUND

ELEV=970.40

E=3092381.00

N=10381395.65

BOWMAN #: 100

W 239

(PUBLISHED 980.49')

DESC:BRASS DISK IN CONC FOUND

ELEV=980.49

E=3099246.72

N=10392871.18

BOWMAN #: 110

USACE MONUMENT HOOD 110

(PUBLISHED 956.67')

DESC=:BRASS DISK IN CONC FOUND

ELEV=956.67

E=3094772.61

N=10395427.05

BOWMAN #: 109

USACE MONUMENT HOOD 109

DESC=:BRASS DISK IN CONC

ELEV=916.36

E=3088206.34

N=10390605.01

BOWMAN #: 103

BM_DPW002

FORT HOOD

KILLEEN

US 190

C L E

A R

C

E

K

D

BATTALION AVE

BATTALION AVE

NORTH AVE

TURKEY RUN RD

W

R

AN

G E

R D

C L E

E

TANK DESTROYER BLVD

T H

T H

S RANGE RD

MURPHY RD

HELL ON WHEELS AVE

OLD IRONSIDES AVE

W RANCIER AVE

TANK DESTROYER BLVDT

.J

M

IL

L S

B

V D

BLVD

TANK DESTROYER

CO

RYELL

C O

U N

TY

BELL

C

O U

N

TY

C

IT

Y

IM

IN

E

US 190

D R

IV

E W

IC

H

1120 South Capital of Texas Hwy, Bldg 3, Suite 220, Austin, Texas 78746

Bowman Consulting Group, Ltd.

Bowman Consulting Group, Ltd.©

Phone: (512) 327-1180 Fax: (512) 327-4062 www.bowmanconsulting.com

TBPE Firm No. F-14309 | TBPLS Firm No. 101206-00

TANK DESTROYER BOULEVARD

CLEAR CREEK ROAD AT

BOWMAN POINT ID ELEVATION DECSRIPTION

10381394.77

NGS MONUMENT: W 239; DESC: BRASS DISK IN CONC FOUND

[PUBLISHED VALUES]

10381223.92 [930.66]

[PUBLISHED VALUES]

NGS MONUMENT: X 239; DESC: BRASS DISK IN CONC FOUND

10385384.82 3111103.00

895.77

[895.88] [PUBLISHED VALUES]

[916.40][10390604.46]

[3088206.36]

3094773.67

10395427.05 3094772.61 956.67 USACE MONUMENT: HOOD 109; DESC: BRASS DISK IN CONC FOUND

980.49 USACE MONUMENT: HOOD 110; DESC: BRASS DISK IN CONC FOUND10392871.18

3110423.0452321 3110419.5510380882.87

859.47 [GRID COORDINATES WERE DERIVED FROM WGS84 PUBLISHED VALUES][3110419.55][10380882.87]

SMARTNET NORTH AMERICA RTCM-REF 2321(TXKL)

10380881.91

[GRID COORDINATES WERE DERIVED FROM WGS84 PUBLISHED VALUES][980.49][3099246.72][10392871.18]

3099246.72

3099248.48110 10392872.08

[GRID COORDINATES WERE DERIVED FROM WGS84 PUBLISHED VALUES][3094772.61] [956.67][10395427.05]10395428.35

[GRID COORDINATES WERE DERIVED FROM WGS84 PUBLISHED VALUES]

USACE MONUMENT: BM DPW002; DESC: BRASS DISK IN CONC FOUND916.363088206.2910390604.46 3088206.3410390605.01

3111106.6010385384.56

NGS MONUMENT: W 50; DESC: BRASS DISK IN CONC FOUND930.54

3088411.0410381224.833088411.12101

[970.45] 970.40

3092381.0010381395.653092381.70100

GRID EASTINGGRID NORTHINGSURFACE EASTINGSURFACE NORTHING

PRIMARY HORIZONTAL AND VERTICAL CONTROL

PUBLISHED ID

W 239

X 239

HOOD 109

HOOD 110

BM DPW002

W 50

(TXKL)

RTCM-REF 2321

GRID EASTINGPOINT ID GRID NORTHINGSURFACE EASTING

1 3089203.96 10384716.55 956.763089203.76

3088937.3810384475.113088937.54

TPT:80DS

TPT:80DS

10384744.70

10388203.303087607.9310388203.48

10387716.24

882.09

10387716.14 3087590.143087590.09

TPT:80DS

3088112.26

3087725.97

10390085.26

909.88

911.99

10390277.093088765.9510390277.59 907.953088765.81

TPT:80DS

10390361.20 10390360.69 913.863088162.68

10387664.33

3108129.79

10387664.24

3108132.93

3108156.52 890.67

3108213.63

10387097.24

TPT:80DS

916.82

888.733108338.53

3108210.47

CNTL CHK:60D3087902.1510387097.2498

887.6110387510.82 10387510.75

TPT:MAGSET3108335.3610387597.4110387597.5043

3108159.6642

TPT:80DS893.3210387852.4610387852.5941

TPT:80DS3088162.64

TPT:80DS3088729.2610390004.093088729.3910390004.55

TPT:80DS3088112.2210390084.7931

TPT:80DS908.4610387335.683087725.9510387335.7223

TPT:80DS900.12

3087607.9721

TPT:80DS953.553088899.5210384745.053088899.68

962.1510384474.713

961.473089234.4010384502.553089234.6110384502.142

TPT:80DS10384716.19

DECSRIPTIONELEVATIONSURFACE NORTHING

TPT:MAG NAIL SET W/ BCG WASHER

3087902.15

99 10387066.15 3087882.08 10387066.15 3087882.08 920.53 TPT:1/2"IRSC(BCG)CSF 0.999845

SECONDARY HORIZONTAL AND VERTICAL CONTROL

S

P H

A

P

R K

G

P

H A L T

P

A R

K

CONC DRAINAGE CHANNEL

GRASS

GRASS

GRASS

CHANNEL

DRAINAGE

CONC

CONC DRAINAGE CHANNEL

C&G

CONCRETE SIDEWALK

C

G

ASPHALT

C&G

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

C&G

5.3'x3.3' CONCUTILITY VAULT

BRICK

WALL

(4)36"Wx24"HARCH CMP

CURB

CUT

C&G

ASPHALT

ASPHALT

CONCRETE MEDIAN

CONCRETE MEDIAN

GRASS MEDIAN

ASPHALT

GROUND

GROUND

GROUND

ASPHALT P

ARKING

ASPHALT PARKING

GROUND

GROUND

GROUND

GROUND

GROUND

GROUND

GRASS MEDIAN

GRASS

MEDIAN

C&G

ROCK PLANTER

ROCK PLANTER

ROCK PLANTER

G R

O U

N

P

H A

O

N C

R E

M

D

IA

P H

A

ROCK RETAINING WALL

O

N C

R E

D

O U

O U

N D

G R

O U

N D

C&G

C

G

EDGE OF ASPHALT

G R

O U

N D

E D

F

P

H A L T

E D

P

H A L T

A S

P H

A

P H

A

C&G

EDGE OF ASPHALT

18"RCP

FL=954.4

6'

18"RCP

FL=948.14'

LIGUSTRUMCANOPY LIMITS

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

C&G

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

36" RCP

F L .0

C

G

CONC

FLUME

CONC

FLUME

CONC

FLUME

C O

N C

F L U

M E

C O

N C

F L U

M E

CURB

CUT

C

G

C

G

STEEL SIGNPOST; NO SIGN

ASPHALT

ASPHALT

A S P

H A L T

CONCRETE

SIGN BASE

CONCRETE

CONCRETE

C

G

CONCRETE

SIGN BASE

CONCRETE SIDEWALK

PROTRUDING

GUY ANCHOR,

NOT IN USE

CONC

FLUME

CONC

FLUME

C

G

C

G

C

G

C

G

C

G

C

G

C&G

C&G

C

G

E D

P H

A L T

EDGE OF ASPHALT

C&G

ASPHALT

GRASS MEDIAN

A S

P H

A

CONC WALK

O

L K

A S P

H A L T

C L

E

E

A D

C L

E

E

A D

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

942.9'

943.5'

944.6' 945.0'

945.6'

945.7'

945.9'

946.2'

946.2' 946.4'

946.4' 946.7'

947.0'

947.3'

947.34'

947.4'

947.5'

947.61'

947.62'

947.74'

947.74'

947.8'

947.78'

947.8'

947.79'

FL=947.82'

.8

948.0' 9

948.18'

948.20'

948.21'

948.24'

948.3'

948.3'

948.31'

948.35'

948.40'

948.5'

948.60'

SIGN:STOP

948.72'

948.8'

948.83'

948.91'

949.0'

949.07'

949.10'

949.12'

SIGN:TRAFFIC LIGHT

949.30'

949.36'

949.47'

949.50'

949.7'

949.72'

949.8'

949.8'

.8

950.05'

950.08'

950.1'

950.1'

950.23'

SIGN:DIRECTIONAL

950.33'

SIGN:REFLECTOR

950.4'

950.4'

950.49'

950.7'

950.72'

950.78'

950.8'

950.82'

950.8'

950.82'

950.91'

950.9'

951.0'

951.02'

951.1'

951.26'

951.6'

951.59'

951.60'

951.64'

951.7'

951.8'

951.79'

SIGN:SPEED LIMIT

952.0'

952.06'

952.09'

952.14'

952.3'

952.3'

952.6'

952.64'

952.73'

FL=952.8

5'

SIGN:

DIRECTIONAL

952.9'

952.9'

.0

953.12'

953.16'

953.22'

953.2' 953.27'

953.32'

953.6'

953.7'

953.69'

953.72'

953.73'

953.82'

954.12'

954.1'

954.15'

954.28'

954.5'

954.54'

954.7'

954.69'

954.7'

954.9'

954.89'954.9'

955.00'

955.04'

955.0'

955.13'

955.27'

955.29'

955.4'

955.38'

955.43'

955.5' 955.56'

955.69'

955.80'

955.8'

955.84'

955.88'

955.89'

955.9' 955.9'

.9

.2

956.23'

.2

956.28'

.3

956.34'

956.35'

956.35'

956.39'

956.46'

956.53'

956.59'

956.61'

956.66'

956.67'

.6

956.69'

.7

956.76'

956.77'

956.8'

956.85'

956.9'

956.87'

956.98'

957.00'

957.09'

957.18'

957.23'

957.27'

957.30'

957.31'

957.32'

957.3'

957.37'

957.40'

957.40'

957.5'

957.5'

957.60'

957.76'

957.77'

957.77'

957.78'

SIGN:

SPEED LIMIT

957.88'

957.95'

958.00'

958.08'

958.11'

958.11'

958.1'

958.13'

958.2'

958.22'

958.24'

958.24'

958.3'

958.4'

958.47'

958.48'

958.56'

958.6'

958.58'

958.59'

958.64'

958.66'

958.67'

SIGN:STOP

958.89'

958.91'

958.94'

959.00'

GROUND

959.02'

959.08'

959.1'

959.13'

959.28'

959.28'

959.4'

959.

5'

959.49'

959.50'

959.

55'

959.64'

SIGN

959.74'

959.75'

959.87'

959.89'

959.95'

960.0'

960.14'

960.25'

960.30'

960.3'

960.45'

960.53'

960.66'

960.77' 960.8'

960.87'

960.97'

961.1'

961.22'

961.35'

961.47'

961.49'

961.5'

961.68'

961.70'

961.80'

961.82'

961.

85'

961.93'

962.1'

962.1'

962.11'

962.17'

962.26'

962.43'

962.43'

962.46'

962.50'

962.53'

962.62'

SIGN

963.14'

.2

963.30'

963.36'

963.6'

.6

963.73'

.0

964.05'

.3

964.44'

964.8'

964.8'

965.1'

965.35'

.4

.4

.7

.8

.8

965.86'

.2

966.4'

.7

967.0'

967.13'

967.2'

967.19'

.2

967.48'

967.57'

.5

967.89'

967.91'

967.91'

.9

.9

.9

967.98'

.3

.3

.4

.5

.9

.0

U .S

A R

M Y C

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P S O

F E

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IN

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F H

T D

V -1

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C H

E C

K E

D B

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A T

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SHEET ID

F

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E N

A M

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B

C

D

E

F

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2 3 4 5 6 7 8 9 10

S O

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M A

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C O

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®of Engineers

US Army Corps

C A

T E

G O

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O D

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D E

S C

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T

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N

Q F F o rt H o o d F o u r In te rs e c ti o n s \C

A D

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\T a n k

D e s tr o y e r\ S h e e ts \0

S u rv

M a p \F

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-A

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F O

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O O

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A S

F Y

P

A T S

-1

N E

W T

R A

F F

IC

S

IG

N A

L S A

N D T

R A

F F

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S

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N A

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M P

R O

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M E

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F O

R T W

O R

T H D

IS

T R

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F O

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O R

T H T

E X

A S

T

A Y

L O

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T R

E E

T T

A N

K D

E S

T R

O Y

E R A

N D C

L E

A R C

R E

E K

A P

R

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CERTIFIED FINAL SUBMITTAL

C L

O

GRASS MEDIAN

O

N C

C&G

C&G

C&G

C&G

C&G

C&G

CURB

CUT

CONCRETE

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

TRAFFIC SIGNAL

POLE &SUPPORT ARM

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

C&G

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

SIGN

SIGN:YIELD

E

CONC

961.07

SIGN:YIELD

1120 South Capital of Texas Hwy, Bldg 3, Suite 220, Austin, Texas 78746

Bowman Consulting Group, Ltd.

Bowman Consulting Group, Ltd.©

Phone: (512) 327-1180 Fax: (512) 327-4062 www.bowmanconsulting.com

TBPE Firm No. F-14309 | TBPLS Firm No. 101206-00

N

V-110

T O

P O

G R

A P

H

IC

S

U R

V E

Y

DESC=TPT:80-D NAIL SET

ELEV=953.55

E=3088899.52

N=10384745.05

DESC=TPT:80-D NAIL SET

ELEV=962.15

E=3088937.39

N=10384475.11

DESC=TPT:80-D NAIL SET

ELEV=961.47

E=3089234.40

N=10384502.55

DESC=TPT:80-D NAIL SET

ELEV=956.76

E=3089203.76

N=10384716.55

SYSTEM, CENTRAL ZONE, NAD83, GRID.

-TEXAS COORDINATE SITE CONTROL LIST:

TREE TABLE

TAG #

CALIPER SIZE TYPE

ASH

ASH

ASH

CEDAR

CEDAR

ASH (STRESSED)

ASH

ASH

SUMAC

ASH

ASH

SUMAC

ASH

PINE

PINE

PINE

LIVE OAK

ASH

ASH

ASH

OAK

9' CANOPY RADIUS

8.5' CANOPY RADIUS

8' CANOPY RADIUS

MULTI-STEM 4" 3" 3"

MULTI-STEM 6" 4"

15.5"

15.5"

15"

13"

17.5"

MULTI-TRUNK 6" 5" 4.5"

MULTI-STEM 7.5" 5.5" 4.5"

15"

6"

7.5"

10.5"

MULTI-STEM 10.5" 8.5" 6"

MULTI-STEM 3.5" 3" 3" 3" 3"

8.5"

10.5"

POINT #

107290

107289

107288

107287

107286

107285

107284

107283

107282

107281

107280

107279

107278

107275

107274

107273

107272

107271

107270

107269

2.5"

2.5"

2.5"

2.5"

2.5"

2.5"

2.5"

OAK

OAKOAK

OAK

OAK

OAK

OAK

TREE TABLE

TAG #

CALIPER SIZE TYPE

CRAPE MRYTLE

SUMAC

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

PINE

ASH

2.5"

2.5"

POINT #

1654/1653

1643/1642

2.5"

2.5"

2.5"

2.5" OAK

OAK

OAK

OAK

OAK

OAK

6' CANOPY RADIUS

5' CANOPY RADIUS

6' CANOPY RADIUS

3' CANOPY RADIUS

5' CANOPY RADIUS

5' CANOPY RADIUS

6' CANOPY RADIUS

6' CANOPY RADIUS

6' CANOPY RADIUS

4' CANOPY RADIUS

3' CANOPY RADIUS

4' CANOPY RADIUS

2.5' CANOPY RADIUS

3.5' CANOPY RADIUS

2.5' CANOPY RADIUS

MULTI-STEM 9.5" 6.5"

2.5' CANOPY RADIUS

2.5' CANOPY RADIUS

2.5' CANOPY RADIUS

11"

2' CANOPY RADIUS

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

SURVEY NOTES

GRID COORDINATES.

COORDINATES DERIVED FROM TEXAS COORDINATE SYSTEM, CENTRAL ZONE

12. THE GRID LINES SHOWN HEREON ARE BASED ON SCALED SURFACE

SURVEY.

NO RECORD UTILITY PLANS WERE PROVIDED, OBTAINED OR USED FOR THIS

ASSOCIATES DURING DECEMBER 2016.

OF SUE QUALITY LEVEL B FIELD MARKINGS PROVIDED BY COBB FENDLEY AND

11. UNDERGROUND UTILITIES SHOWN HEREON ARE THE SURVEYED LOCATIONS

POINTS 97 AND 99.

2321(TXKL) AND NGS OPUS MEASUREMENT SOLUTIONS ON BOWMAN CONTROL

AND FORT HOOD 110, SMARTNET NORTH AMERICA REFERENCE STATION RTCM ID

10. VERTICAL DATUM IS NAVD88 (GEOIDE 12A) CONSTRAINED TO FORT HOOD 109

ALL DATA FOR THIS PROJECT WAS SCALED FROM BOWMAN CONTROL POINT 99.

SURFACE).

9. THE COMBINED SCALE FACTOR FOR THIS PROJECT IS 1.000155 (GRID TO

ZONE, NAD83, GRID.

8. COORDINATES SHOWN HEREON ARE TEXAS COORDINATE SYSTEM, CENTRAL

FACTOR.

CONVERT SURFACE DISTANCES TO GRID, MULTIPLY BY THE COMBINED SCALE

7. DISTANCES SHOWN HEREON ARE BASED ON SURFACE MEASUREMENTS, TO

STATION RTCM ID 2321(TXKL).

HOOD 110 AND BM_DPW002 AND SMARTNET NORTH AMERICA REFERENCE

AND VERIFIED BY SURVEY TIES TO CONTROL MONUMENTS FORT HOOD 109, FORT

CONTROL POINT 99 AND DECEMBER 1 & 2, 2016 FOR BOWMAN CONTROL POINT 97

(GPS) FIELD MEASUREMENTS MADE NOVEMBER 15, 16 & 17, 2016 FOR BOWMAN

SERVICE (OPUS) SOLUTIONS GENERATED FROM GLOBAL POSITIONING SYSTEM

BASED ON NATIONAL GEODETIC SURVEY (NGS) ONLINE POSITIONING USER

6. BEARING BASIS IS TEXAS COORDINATE SYSTEM, CENTRAL ZONE, NAD83, GRID,

5. THIS DOES NOT IN ANY WAY REPRESENT A BOUNDARY SURVEY.

CORRESPONDING TREE NUMBER, (SEE SHEET 8 OF 9 FOR TREE LIST.)

4. TREES SHOWN HEREON WERE TAGGED WITH A METAL STRIP BEARING THE

DIAMETER OF EACH ADDITIONAL TRUNK.

CALCULATED BY USING THE DIAMETER OF THE LARGEST TRUNK PLUS 1/2 THE

3. FOR TREE CANOPIES WITH MULTIPLE TRUNKS, THE TOTAL DIAMETER WAS

OF CANOPY RADIUS.

2. TREE CANOPIES WERE DRAWN AT A RATIO OF 1 IN. OF TREE DIAMETER TO 1 FT.

1. CONTOUR INTERVAL IS 1FT.

50' 25' 0 50' 100' 150'

GRAPHIC SCALE: 1"=50'-0"

ARCHED CORRUGATED METAL PIPE

REINFORCED CONCRETE PIPE

FLOW LINE

CONCRETE

UNDERGROUND CABLE

CONCRETE CURB AND GUTTER

MARKED WASTEWATER

MARKED UNDERGROUND GAS

MARKED UNDERGROUND WATER

MARKED UNDERGROUND TELECOMMUNICATIONS

MARKED UNDERGROUND ELECTRIC

SIGN POST

WASTEWATER CLEANOUT

WASTEWATER MANHOLE

FIRE HYDRANT

WATER VALVE

MANHOLE

STORM SEWER MANHOLE

TELEPHONE BOX

GAS VALVE

ELECTRIC TRANSFORMER

OVERHEAD ELECTRIC LINE

DOWN GUY ANCHOR

UTILITY POLE

SITE CONTROL

C&G

E

UGC

CONC

FL

RCP

ARCH CMP

W

COMM

E

E

T

STORM

MH

WW

LEGEND

SAN

S

P H

A

R K

P

H A L T

P

A R

K

ELECTRIC

VAULT

CONC DRAINAGE CHANNEL

GRASS

GRASS

GRASS

CHANNEL

DRAINAGE

CONC

CONC DRAINAGE CHANNEL

C&G

CONCRETE SIDEWALK

C

G

ASPHALT

C&G

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

C&G

5.3'x3.3' CONCUTILITY VAULT

BRICK

WALL

(4)36"Wx24"HARCH CMP

CURB

CUT

C&G

ASPHALT

ASPHALT

CONCRETE MEDIAN

CONCRETE MEDIAN

GRASS MEDIAN

ASPHALT

GROUND

GROUND

GROUND

ASPHALT P

ARKING

ASPHALT PARKING

GROUND

GROUND

GROUND

GROUND

GROUND

GROUND

GRASS MEDIAN

GRASS

MEDIAN

C&G

ROCK PLANTER

ROCK PLANTER

ROCK PLANTER

G R

O U

P

H A

N C

R E

D

P H

A

ROCK RETAINING WALL

O

N C

R E

D

O U

O U

N D

G R

O U

N D

C&G

C

G

EDGE OF ASPHALT

G R

O U

N D

E D

P

H A L T

E D

P

H A L T

A S

P H

A

P H

A

EDGE OF ASPHALT

18"RCP

FL=954.4

6'

18"RCP

FL=948.14'

W/METER

ELECTRIC PULL BOX

W/TRANSFORMER

W/TRANSFORMER

LIGUSTRUMCANOPY LIMITS

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

C&G

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

SIGN:UGC

36" RCP

F L .0

C

G

SIGN:UGC

CONC

FLUME

CONC

FLUME

CONC

FLUME

C O

N C

F L U

M E

C O

N C

F L U

M E

TRAFFIC SIGNAL BOX

ON CONCRETE PAD

TRAFFIC SIGNAL

BOX 2.3'X1.3'

CURB

CUT

C

G

C

G

CONC

JUNCTION

BOX

STEEL SIGNPOST; NO SIGN

ASPHALT

ASPHALT

A S P

H A L T

CONCRETE

SIGN BASE

CONCRETE

CONCRETE

C

G

CONCRETE

SIGN BASE

CONCRETE SIDEWALK

PROTRUDING

GUY ANCHOR,

NOT IN USE

CONC

FLUME

CONC

FLUME

C

G

C

G

C

G

C

G

C

G

C

G

C&G

C&G

C

G

E D

P H

A L T

EDGE OF ASPHALT

C&G

ASPHALT

GRASS MEDIAN

A S

P H

A

O

L K

A S P

H A L T

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:

WATER

LINE

ELECTRIC

BOX

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGCSIGN:UGC

C L

E

E

A D

C L

E

E

A D

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

SIGN:UGC

E

E

TELEPHONE JUNCTION BOX (CENTURY LINK)

T

SIGN:UGC

FL=947.82'

SIGN:STOP

SIGN:TRAFFIC LIGHT

SIGN:DIRECTIONAL

SIGN:REFLECTOR

SIGN:UGC

SIGN:SPEED LIMIT

FL=952.8

5'

SIGN:

DIRECTIONAL

SIGN:UGC

T

ELECTRIC PULL BOX

E

T

T

SIGN:

SPEED LIMIT

SIGN:STOP

GROUND

T

SIGN

W/TRANSFORMER

EE

E

ELECTRIC PULL BOX

SIGN

TRAFFIC SIGNAL

BOX 2.1'X2.1'

W/RISER

T

T

SIGN

SIGN:SPEED LIMIT

SIGN:

HOSPITAL

W/RISER

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F H

T D

V -1

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A N

S I

D

C H

E C

K E

D B

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D R

A W

N B

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IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

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A T

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N N

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D E

S

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N E

D B

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A

M A

R K

S

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E

S U

B M

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T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

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O D

E

D E

S C

R

IP

T

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N

Q F F o rt H o o d F o u r In te rs e c ti o n s \C

A D

B

IM

\T a n k

D e s tr o y e r\ S h e e ts \0

S u rv

M a p \F

H T

D

V -1

.d g n

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P R -2

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F O

R T H

O O

D T

E X

A S

F Y

P

A T S

-1

N E

W T

R A

F F

IC

S

IG

N A

L S A

N D T

R A

F F

IC

S

IG

N A

L I

M P

R O

V E

M E

N T

F O

R T W

O R

T H D

IS

T R

IC

T

F O

R T W

O R

T H T

E X

A S

T

A Y

L O

R S

T R

E E

T T

A N

K D

E S

T R

O Y

E R A

N D C

L E

A R C

R E

E K

A P

R

IL

CERTIFIED FINAL SUBMITTAL

C L

O

GRASS MEDIAN

O

N C

C&G

C&G

C&G

C&G

C&G

C&G

CURB

CUT

CONCRETE

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

TRAFFIC SIGNAL

POLE &SUPPORT ARM

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

C&G

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

SIGN

SIGN:YIELD

E

CONC

961.07

SIGN:YIELD

N

V-111

DESC=TPT:80-D NAIL SET

ELEV=953.55

E=3088899.52

N=10384745.05

DESC=TPT:80-D NAIL SET

ELEV=962.15

E=3088937.39

N=10384475.11

DESC=TPT:80-D NAIL SET

ELEV=961.47

E=3089234.40

N=10384502.55

DESC=TPT:80-D NAIL SET

ELEV=956.76

E=3089203.76

N=10384716.55

SYSTEM, CENTRAL ZONE, NAD83, GRID.

-TEXAS COORDINATE SITE CONTROL LIST:

TREE TABLE

TAG #

CALIPER SIZE TYPE

ASH

ASH

ASH

CEDAR

CEDAR

ASH (STRESSED)

ASH

ASH

SUMAC

ASH

ASH

SUMAC

ASH

PINE

PINE

PINE

LIVE OAK

ASH

ASH

ASH

OAK

9' CANOPY RADIUS

8.5' CANOPY RADIUS

8' CANOPY RADIUS

MULTI-STEM 4" 3" 3"

MULTI-STEM 6" 4"

15.5"

15.5"

15"

13"

17.5"

MULTI-TRUNK 6" 5" 4.5"

MULTI-STEM 7.5" 5.5" 4.5"

15"

6"

7.5"

10.5"

MULTI-STEM 10.5" 8.5" 6"

MULTI-STEM 3.5" 3" 3" 3" 3"

8.5"

10.5"

POINT #

107290

107289

107288

107287

107286

107285

107284

107283

107282

107281

107280

107279

107278

107275

107274

107273

107272

107271

107270

107269

2.5"

2.5"

2.5"

2.5"

2.5"

2.5"

2.5"

OAK

OAKOAK

OAK

OAK

OAK

OAK

TREE TABLE

TAG #

CALIPER SIZE TYPE

CRAPE MRYTLE

SUMAC

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

PINE

ASH

2.5"

2.5"

POINT #

1654/1653

1643/1642

2.5"

2.5"

2.5"

2.5" OAK

OAK

OAK

OAK

OAK

OAK

6' CANOPY RADIUS

5' CANOPY RADIUS

6' CANOPY RADIUS

3' CANOPY RADIUS

5' CANOPY RADIUS

5' CANOPY RADIUS

6' CANOPY RADIUS

6' CANOPY RADIUS

6' CANOPY RADIUS

4' CANOPY RADIUS

3' CANOPY RADIUS

4' CANOPY RADIUS

2.5' CANOPY RADIUS

3.5' CANOPY RADIUS

2.5' CANOPY RADIUS

MULTI-STEM 9.5" 6.5"

2.5' CANOPY RADIUS

2.5' CANOPY RADIUS

2.5' CANOPY RADIUS

11"

2' CANOPY RADIUS

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

CRAPE MRYTLE

1120 South Capital of Texas Hwy, Bldg 3, Suite 220, Austin, Texas 78746

Bowman Consulting Group, Ltd.

Bowman Consulting Group, Ltd.©

Phone: (512) 327-1180 Fax: (512) 327-4062 www.bowmanconsulting.com

TBPE Firm No. F-14309 | TBPLS Firm No. 101206-00

SURVEY NOTES

GRID COORDINATES.

COORDINATES DERIVED FROM TEXAS COORDINATE SYSTEM, CENTRAL ZONE

12. THE GRID LINES SHOWN HEREON ARE BASED ON SCALED SURFACE

SURVEY.

NO RECORD UTILITY PLANS WERE PROVIDED, OBTAINED OR USED FOR THIS

ASSOCIATES DURING DECEMBER 2016.

OF SUE QUALITY LEVEL B FIELD MARKINGS PROVIDED BY COBB FENDLEY AND

11. UNDERGROUND UTILITIES SHOWN HEREON ARE THE SURVEYED LOCATIONS

POINTS 97 AND 99.

2321(TXKL) AND NGS OPUS MEASUREMENT SOLUTIONS ON BOWMAN CONTROL

AND FORT HOOD 110, SMARTNET NORTH AMERICA REFERENCE STATION RTCM ID

10. VERTICAL DATUM IS NAVD88 (GEOIDE 12A) CONSTRAINED TO FORT HOOD 109

ALL DATA FOR THIS PROJECT WAS SCALED FROM BOWMAN CONTROL POINT 99.

SURFACE).

9. THE COMBINED SCALE FACTOR FOR THIS PROJECT IS 1.000155 (GRID TO

ZONE, NAD83, GRID.

8. COORDINATES SHOWN HEREON ARE TEXAS COORDINATE SYSTEM, CENTRAL

FACTOR.

CONVERT SURFACE DISTANCES TO GRID, MULTIPLY BY THE COMBINED SCALE

7. DISTANCES SHOWN HEREON ARE BASED ON SURFACE MEASUREMENTS, TO

STATION RTCM ID 2321(TXKL).

HOOD 110 AND BM_DPW002 AND SMARTNET NORTH AMERICA REFERENCE

AND VERIFIED BY SURVEY TIES TO CONTROL MONUMENTS FORT HOOD 109, FORT

CONTROL POINT 99 AND DECEMBER 1 & 2, 2016 FOR BOWMAN CONTROL POINT 97

(GPS) FIELD MEASUREMENTS MADE NOVEMBER 15, 16 & 17, 2016 FOR BOWMAN

SERVICE (OPUS) SOLUTIONS GENERATED FROM GLOBAL POSITIONING SYSTEM

BASED ON NATIONAL GEODETIC SURVEY (NGS) ONLINE POSITIONING USER

6. BEARING BASIS IS TEXAS COORDINATE SYSTEM, CENTRAL ZONE, NAD83, GRID,

5. THIS DOES NOT IN ANY WAY REPRESENT A BOUNDARY SURVEY.

CORRESPONDING TREE NUMBER, (SEE SHEET 8 OF 9 FOR TREE LIST.)

4. TREES SHOWN HEREON WERE TAGGED WITH A METAL STRIP BEARING THE

DIAMETER OF EACH ADDITIONAL TRUNK.

CALCULATED BY USING THE DIAMETER OF THE LARGEST TRUNK PLUS 1/2 THE

3. FOR TREE CANOPIES WITH MULTIPLE TRUNKS, THE TOTAL DIAMETER WAS

OF CANOPY RADIUS.

2. TREE CANOPIES WERE DRAWN AT A RATIO OF 1 IN. OF TREE DIAMETER TO 1 FT.

1. CONTOUR INTERVAL IS 1FT.

50' 25' 0 50' 100' 150'

GRAPHIC SCALE: 1"=50'-0"

U T

IL

IT

Y L

O C

A T

IO

N S

U R

V E

Y

ARCHED CORRUGATED METAL PIPE

REINFORCED CONCRETE PIPE

FLOW LINE

CONCRETE

UNDERGROUND CABLE

CONCRETE CURB AND GUTTER

MARKED WASTEWATER

MARKED UNDERGROUND GAS

MARKED UNDERGROUND WATER

MARKED UNDERGROUND TELECOMMUNICATIONS

MARKED UNDERGROUND ELECTRIC

SIGN POST

WASTEWATER CLEANOUT

WASTEWATER MANHOLE

FIRE HYDRANT

WATER VALVE

MANHOLE

STORM SEWER MANHOLE

TELEPHONE BOX

GAS VALVE

ELECTRIC TRANSFORMER

OVERHEAD ELECTRIC LINE

DOWN GUY ANCHOR

UTILITY POLE

SITE CONTROL

C&G

E

UGC

CONC

FL

RCP

ARCH CMP

W

COMM

E

E

T

STORM

MH

WW

LEGEND

SAN

S

P H

A

R K

CONC DRAINAGE CHANNEL

GRASS

GRASS

GRASS

CHANNEL

DRAINAGE

CONC

CONC DRAINAGE CHANNEL

C&G

CONCRETE SIDEWALK

C

G

ASPHALT

C&G

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

C&G

5.3'x3.3' CONCUTILITY VAULT

BRICK

WALL

(4)36"Wx24"HARCH CMP

CURB

CUT

C&G

ASPHALT

ASPHALT

CONCRETE MEDIAN

CONCRETE MEDIAN

GRASS MEDIAN

GRASS MEDIAN

ASPHALT

GROUND

GROUND

GROUND

ASPHALT P

ARKING

ASPHALT PARKING

GROUND

GROUND

GROUND

GROUND

GROUND

GROUND

GRASS MEDIAN

GRASS

MEDIAN

C&G

ROCK PLANTER

ROCK PLANTER

ROCK PLANTER

G R

O U

P

H A

N C

R E

D

P H

A

N C

G R

O U

N D

C&G

C

G

EDGE OF ASPHALT

G R

O U

N D

E D

P

H A L T

E D

P

H A L T

A S

P H

A

P H

A

EDGE OF ASPHALT

18"RCP

FL=954.4

6'

18"RCP

FL=948.14'

W/METER

ELECTRIC PULL BOX

W/TRANSFORMER

W/TRANSFORMER

LIGUSTRUMCANOPY LIMITS

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

C&G

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

SIGN:UGC

36" RCP

F L .0

C

G

SIGN:UGC

CONC

FLUME

CONC

FLUME

CONC

FLUME

C O

N C

F L U

M E

C O

N C

F L U

M E

TRAFFIC SIGNAL BOX

ON CONCRETE PAD

TRAFFIC SIGNAL

BOX 2.3'X1.3'

CURB

CUT

C

G

C

G

CONC

JUNCTION

BOX

STEEL SIGNPOST; NO SIGN

ASPHALT

ASPHALT

A S P

H A L T

CONCRETE

SIGN BASE

CONCRETE

CONCRETE

CONCRETE

SIGN BASE

CONCRETE SIDEWALK

PROTRUDING

GUY ANCHOR,

NOT IN USE

CONC

FLUME

CONC

FLUME

C

G

C

G

C

G

C&G

C&G

C

G

E D

P H

A L T

EDGE OF ASPHALT

C&G

ASPHALT

C&G

C&G

C&G

C&G

C&G

C&G

CURB

CUT

CONCRETE

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

TRAFFIC SIGNAL

POLE &SUPPORT ARM

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

C&G

A S

P H

A

TRAFFIC SIGNALPOLE &SUPPORT ARM

C O

L K

A S P

H A L T

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:

WATER

LINE

ELECTRIC

BOX

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGCSIGN:UGC

C L

E

E

A D

C L

E

E

A D

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

942.9'

SIGN:UGC

943.5'

944.6'

E

945.0' E

945.6'

945.7'

945.9'

946.2'

946.2' 946.4'

TELEPHONE JUNCTION BOX (CENTURY LINK)

T

946.4' 946.7'

947.0'

SIGN:UGC

947.3'

947.34'

947.4'

947.5'

947.61'

947.62'

947.74'

947.74'

947.8'

947.78'

947.8'

947.79'

FL=947.82'

.8

948.0' 9

948.18'

948.20'

948.21'

948.24'

948.3'

948.3'

948.31'

948.35'

948.40'

948.5'

948.60'

SIGN:STOP

948.72'

948.8'

948.83'

948.91'

949.0'

949.07'

949.10'

949.12'

SIGN:TRAFFIC LIGHT

949.30'

949.36'

949.47'

949.50'

949.72'

949.8'

949.8'

.8

950.05'

950.08'

950.1'

950.1'

950.23'

SIGN:DIRECTIONAL

950.33'

SIGN:REFLECTOR

950.4'

950.4'

950.49'

950.7'

950.72'

950.78'

950.8'

950.82'

950.8'

950.82'

950.91'

950.9'

951.0'

951.02'

951.1'

951.26'

SIGN:UGC

951.6'

951.59'

951.60'

951.64'

951.7'

951.8'

951.79'

SIGN:SPEED LIMIT

952.0'

952.06'

952.09'

952.14'

952.3'

952.3'

952.6'

952.64'

952.73'

FL=952.8

5'

SIGN:

DIRECTIONAL

952.9'

952.9'

.0

953.12'

953.16'

953.22'

953.2' 953.27'

953.32'

953.6'

953.7'

953.69'

953.72'

953.73'

953.82'

954.12'

954.1'

954.15'

954.28'

954.5'

954.54'

954.7'

954.69'

954.7'

954.9'

954.89'954.9'

955.00'

955.04'

955.0'

955.13'

955.27'

955.29'

955.4'

955.38'

955.43'

955.5' 955.56'

955.69'

955.80'

955.8'

955.84'

955.88'

955.89'

955.9' 955.9'

.9

.2

956.23'

.2

956.28'

.3

956.34'

956.35'

956.35'

956.39'

956.46'

956.53'

SIGN:UGC

956.59'

956.61'

956.66'

956.67'

.6

956.69'

.7

956.76'

956.77'

956.8'

956.85'

956.9'

956.87' T

956.98'

957.00'

SIGN

ELECTRIC PULL BOX

E

957.09'

T

T

957.18'

957.23'

957.27'

957.30'

957.31'

957.32'

957.3'

957.37'

957.40'

957.40'

957.5'

957.5'

957.60'

957.76'

957.77'

957.77'

957.78'

SIGN:

SPEED LIMIT

957.88'

957.95'

958.00'

958.08'

958.11'

958.11'

958.1'

958.13'

958.2'

958.22'

958.24'

958.24'

958.3'

958.4'

SIGN:YIELD

958.47'

958.48'

958.56'

958.6'

958.58'

958.59'

958.64'

958.66'

958.67'

SIGN:STOP

958.89'

958.91'

958.94'

959.00'

GROUND

959.02'

959.08'

959.1'

T

959.13'

959.28'

959.28'

959.4'

959.

5'

959.49'

959.50'

959.

55'

959.64'

SIGN

959.74'

959.75'

959.87'

959.89'

959.95'

960.0'

960.14'

960.25'

960.30'

960.3'

E

960.45'

960.53'

960.66'

960.77'

960.8'

960.87'

960.97'

W/TRANSFORMER

CONC

961.07

961.1'

961.22'

961.35'

961.47'

961.49'

961.5'

961.68'

961.70'

961.80'

961.82'

961.

85'

961.93'

E

962.1'

E

962.1'

962.11'

962.17'

962.26'

SIGN:YIELD

962.50'

962.53'

962.62'

E

ELECTRIC PULL BOX

SIGN

963TRAFFIC SIGNAL

BOX 2.1'X2.1'

963.14'

.2

963.30'

963.36'

W/RISER

963.6'

.6

963.73'

T

.0

964.05'

.3

T

964.44'

SIGN

964.8'

964.8'

965.1'

965.35'

.4

.4

.7

.8

.8

965.86'

.2

966.4'

.7

SIGN:SPEED LIMIT

967.13'

967.19'

967.48'

967.57'

W/RISER

967.89'

967.91'

.9

.4

T

U .S

A R

M Y C

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P S O

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C H

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A T

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SHEET ID

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A M

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B

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D

E

F

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2 3 4 5 6 7 8 9 10

S O

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US Army Corps

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B

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\T a n k

D e s tr o y e r\ S h e e ts \0

C iv il \F

H T

D

C D

.d g n

-A

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F O

R T H

O O

D T

E X

A S

F Y

P

A T S

-1

N E

W T

R A

F F

IC

S

IG

N A

L S A

N D T

R A

F F

IC

S

IG

N A

L I

M P

R O

V E

M E

N T

F O

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O R

T H D

IS

T R

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T

F O

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O R

T H T

E X

A S

T

A Y

L O

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T R

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CERTIFIED FINAL SUBMITTAL

C L

O

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM: NAD83

TEXAS STATE PLANE, CENTRAL ZONE.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

N

50' 25' 0 50' 100' 150'

GRAPHIC SCALE: 1"=50'-0"

CD101

S .H

A G

G A

R D

M .M

A Y

E R

M .M

A Y

E R

O V

E R

A L L D

E M

O L

IT

IO

N P

L A

N

CD110

CD111

CD112

CD113 CD114

CONC DRAINAGE CHANNEL

C&G

5.3'x3.3' CONCUTILITY VAULT

ASPHALT

CONCRETE MEDIAN

GRASS MEDIAN

GRASS MEDIAN

ASPHALT

GROUND

GROUND

GROUND

GROUND

18"RCP

W/TRANSFORMER

LIGUSTRUMCANOPY LIMITS

C&G

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

CONC

FLUME

CONC

FLUME

CONC

FLUME

STEEL SIGNPOST; NO SIGN

CONCRETE SIDEWALK

CONC

FLUME

C&G

TANK DESTROYER BOULEVARD

E

E

TELEPHONE JUNCTION BOX (CENTURY LINK)

T 947

SIGN:UGC

FL=947.82'

SIGN:STOP

SIGN:TRAFFIC LIGHT

SIGN:DIRECTIONAL

SIGN:REFLECTOR

SIGN:UGC

SIGN:

DIRECTIONAL

5 955

SIGN:UGC

CHANNEL

DRAINAGE

CONC

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

(4)36"Wx24"HARCH CMP

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

36" RCP

F L .0

11678

U .S

A R

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P S O

F E

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F H

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C H

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A T

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SHEET ID

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D

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F

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2 3 4 5 6 7 8 9 10

S O

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C D

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F O

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O O

D T

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A S

F Y

P

A T S

-1

N E

W T

R A

F F

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N A

L S A

N D T

R A

F F

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S

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N A

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M P

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F O

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T H D

IS

T R

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F O

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T H T

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A S

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A Y

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CERTIFIED FINAL SUBMITTAL

C L

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KEY MAP

CD110

CD111

CD112

CD113 CD114

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM: NAD83

TEXAS STATE PLANE, CENTRAL ZONE.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

N

CD110

S .H

A G

G A

R D

M .M

A Y

E R

M .M

A Y

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D E

M O

L

IT

IO

N P

L A

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GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

SHEET NOTES

LEGEND

GENERAL NOTES

CONSTRUCTION LIMITS

ITEMS TO BE REMOVED

BITUMINOUS TO BE REMOVED

5.

4.

3.

2.

1.

SHEETS CS560 THRU CS565.

DURATION OF THE PROJECT. REFER TO DETAIL

CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR

AREA.

DURING REMOVAL AND TRANSPORTATION TO STORAGE

ANY DAMAGE TO WORKING EQUIPMENT OCCURRING

EQUIPMENT. CONTRACTOR SHALL BE LIABLE FOR

WORKING ORDER OF ALL REMOVED SIGNAL

SHALL TAKE CARE TO MAINTAIN CONDITION AND

TAKE ANY REMOVED EQUIPMENT. CONTRACTOR

FORT HOOD DPW ON LOCATION AT FORT HOOD TO

COORDINATE WITH THE CONTRACTING OFFICER AND

OF THE GOVERNMENT. THE CONTRACTOR SHALL

ETC. TO BE REMOVED SHALL REMAIN THE PROPERTY

ALL SIGNAL POLES, MAST ARMS, SIGNALS, EQUIPMENT,

AND VERTICAL CONTROL.

REFER TO SHEET V-101 FOR PROJECT HORIZONTAL

COMMUNICATIONS AND ELECTRICAL UTILITIES.

REFER TO ED AND ES SHEETS FOR REMOVAL OF

CONTRACTORS EXPENSE,

CONDITION OR REPLACE WITH NEW AT THE

PERFORMANCE OF THE WORK TO ORIGINAL

REPAIR ANY ITEM WHICH IS DAMAGED DURING THE

PROTECT ALL EXISTING FEATURES TO REMAIN. 4

SHEET V-110 FOR TREE TABLE.

EXISTING TREE TO BE REMOVED. REFER TO

REMOVED.

EXISTING CONCRETE CURB AND GUTTER TO BE

CHANNEL

DRAINAGE

CONC

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

(4)36"Wx24"HARCH CMP

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

36" RCP

F L .0

11678

U .S

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H T

D

C D

.d g n

-A

P R -2

:3

F O

R T H

O O

D T

E X

A S

F Y

P

A T S

-1

N E

W T

R A

F F

IC

S

IG

N A

L S A

N D T

R A

F F

IC

S

IG

N A

L I

M P

R O

V E

M E

N T

F O

R T W

O R

T H D

IS

T R

IC

T

F O

R T W

O R

T H T

E X

A S

T

A Y

L O

R S

T R

E E

T T

A N

K D

E S

T R

O Y

E R A

N D C

L E

A R C

R E

E K

A P

R

IL

CERTIFIED FINAL SUBMITTAL

C L

O

CD110

CD111

CD112

CD113 CD114

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM: NAD83

TEXAS STATE PLANE, CENTRAL ZONE.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

N

CD111

S .H

A G

G A

R D

M .M

A Y

E R

M .M

A Y

E R

D E

M O

L

IT

IO

N P

L A

N

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

LEGEND

CONSTRUCTION LIMITS

ITEMS TO BE REMOVED

BITUMINOUS TO BE REMOVED

GENERAL NOTES

5.

4.

DURATION OF THE PROJECT. REFER TO DETAIL

CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR

AREA.

DURING REMOVAL AND TRANSPORTATION TO STORAGE

ANY DAMAGE TO WORKING EQUIPMENT OCCURRING

EQUIPMENT. CONTRACTOR SHALL BE LIABLE FOR

WORKING ORDER OF ALL REMOVED SIGNAL

SHALL TAKE CARE TO MAINTAIN CONDITION AND

TAKE ANY REMOVED EQUIPMENT. CONTRACTOR

FORT HOOD DPW ON LOCATION AT FORT HOOD TO

COORDINATE WITH THE CONTRACTING OFFICER AND

OF THE GOVERNMENT. THE CONTRACTOR SHALL

ETC. TO BE REMOVED SHALL REMAIN THE PROPERTY

ALL SIGNAL POLES, MAST ARMS, SIGNALS, EQUIPMENT,

AND VERTICAL CONTROL.

REFER TO SHEET V-101 FOR PROJECT HORIZONTAL

COMMUNICATIONS AND ELECTRICAL UTILITIES.

REFER TO ED AND ES SHEETS FOR REMOVAL OF

CONTRACTORS EXPENSE,

CONDITION OR REPLACE WITH NEW AT THE

PERFORMANCE OF THE WORK TO ORIGINAL

REPAIR ANY ITEM WHICH IS DAMAGED DURING THE

PROTECT ALL EXISTING FEATURES TO REMAIN.

G R

O U

N D

E D

P

H A L T

E D

P

H A L T

A S

P H

A

LIGUSTRUM

CANOPY LIMITS

SIGN:UGC

C

G

E D

P H

A L T

SIGN:UGC

SIGN:UGC

SIGN:UGC

C L

E

E

A D

942.9'

945.6'

945.9'

946.2'

946.7'

947.5'

947.61'

947.62'

947.8'

947.8'

FL=947.82'

948.35'

948.5'

948.8'

949.8'

950.4'

950.7'

950.78'

950.8'

950.82'

950.9'

951.79'

SIGN:SPEED LIMIT

952.3'

952.9'

952.9'

954.12'

954.15'954.54'

955.29'

956.9'

T

CHANNEL

DRAINAGE

CONC

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

(4)36"Wx24"HARCH CMP

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

36" RCP

F L .0

11678

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F H

T D

C

D .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

Q F F o rt H o o d F o u r In te rs e c ti o n s \C

A D

B

IM

\T a n k

D e s tr o y e r\ S h e e ts \0

C iv il \F

H T

D

C D

.d g n

-A

P R -2

:3

F O

R T H

O O

D T

E X

A S

F Y

P

A T S

-1

N E

W T

R A

F F

IC

S

IG

N A

L S A

N D T

R A

F F

IC

S

IG

N A

L I

M P

R O

V E

M E

N T

F O

R T W

O R

T H D

IS

T R

IC

T

F O

R T W

O R

T H T

E X

A S

T

A Y

L O

R S

T R

E E

T T

A N

K D

E S

T R

O Y

E R A

N D C

L E

A R C

R E

E K

A P

R

IL

CERTIFIED FINAL SUBMITTAL

C L

O

CD110

CD111

CD112

CD113 CD114

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM: NAD83

TEXAS STATE PLANE, CENTRAL ZONE.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

N

CD112

S .H

A G

G A

R D

M .M

A Y

E R

M .M

A Y

E R

D E

M O

L

IT

IO

N P

L A

N

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

LEGEND

CONSTRUCTION LIMITS

ITEMS TO BE REMOVED

BITUMINOUS TO BE REMOVED

GENERAL NOTES

5.

4.

DURATION OF THE PROJECT. REFER TO DETAIL

CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR

AREA.

DURING REMOVAL AND TRANSPORTATION TO STORAGE

ANY DAMAGE TO WORKING EQUIPMENT OCCURRING

EQUIPMENT. CONTRACTOR SHALL BE LIABLE FOR

WORKING ORDER OF ALL REMOVED SIGNAL

SHALL TAKE CARE TO MAINTAIN CONDITION AND

TAKE ANY REMOVED EQUIPMENT. CONTRACTOR

FORT HOOD DPW ON LOCATION AT FORT HOOD TO

COORDINATE WITH THE CONTRACTING OFFICER AND

OF THE GOVERNMENT. THE CONTRACTOR SHALL

ETC. TO BE REMOVED SHALL REMAIN THE PROPERTY

ALL SIGNAL POLES, MAST ARMS, SIGNALS, EQUIPMENT,

AND VERTICAL CONTROL.

REFER TO SHEET V-101 FOR PROJECT HORIZONTAL

COMMUNICATIONS AND ELECTRICAL UTILITIES.

REFER TO ED AND ES SHEETS FOR REMOVAL OF

CONTRACTORS EXPENSE,

CONDITION OR REPLACE WITH NEW AT THE

PERFORMANCE OF THE WORK TO ORIGINAL

REPAIR ANY ITEM WHICH IS DAMAGED DURING THE

PROTECT ALL EXISTING FEATURES TO REMAIN.

S

P H

A

R K

C&G

ASPHALT

CONCRETE MEDIAN

GROUND

ASPHALT P

ARKING

GROUND

GROUND

GRASS MEDIAN

C&G

ROCK PLANTER

ROCK PLANTER

ROCK PLANTER

G R

O U

N C

R E

D

P H

A

N C

G R

O U

N D

C

G

A S

P H

A

18"RCP

FL=948.14'

ELECTRIC PULL BOX

W/TRANSFORMER

PYRACANTHA

CANOPY LIMITS

SIGN:UGC

36" RCP

F L .0

CONC

FLUME

C O

N C

F L U

M E

TRAFFIC SIGNAL BOX

ON CONCRETE PAD

TRAFFIC SIGNAL

BOX 2.3'X1.3'

CURB

CUT

CONC

JUNCTION

BOX

ASPHALT

CONCRETE

SIGN BASE CONC

FLUME

C

G

C

G

C

G

C&G

E D

P H

A L T

C&G

C&G

C&G

C&G

CURB

CUT

CONCRETE

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

TRAFFIC SIGNAL

POLE &SUPPORT ARM

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

C&G

A S

P H

A

TRAFFIC SIGNAL

POLE &

SUPPORT ARM

SIGN:

WATER

LINE

ELECTRIC

BOX

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGCSIGN:UGC

C L

E

E

A D

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

ELECTRIC PULL BOX

E

T

SIGN:YIELD

GROUND

T

SIGN

E

W/TRANSFORMER

CONC

961.07

EE

SIGN:YIELD

E

ELECTRIC PULL BOX

SIGN

TRAFFIC SIGNAL

BOX 2.1'X2.1'

W/RISER

T

T

SIGN

CHANNEL

DRAINAGE

CONC

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

(4)36"Wx24"HARCH CMP

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

36" RCP

F L .0

11678

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F H

T D

C

D .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

Q F F o rt H o o d F o u r In te rs e c ti o n s \C

A D

B

IM

\T a n k

D e s tr o y e r\ S h e e ts \0

C iv il \F

H T

D

C D

.d g n

-A

P R -2

:3

F O

R T H

O O

D T

E X

A S

F Y

P

A T S

-1

N E

W T

R A

F F

IC

S

IG

N A

L S A

N D T

R A

F F

IC

S

IG

N A

L I

M P

R O

V E

M E

N T

F O

R T W

O R

T H D

IS

T R

IC

T

F O

R T W

O R

T H T

E X

A S

T

A Y

L O

R S

T R

E E

T T

A N

K D

E S

T R

O Y

E R A

N D C

L E

A R C

R E

E K

A P

R

IL

CERTIFIED FINAL SUBMITTAL

C L

O

CD110

CD111

CD112

CD113 CD114

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM: NAD83

TEXAS STATE PLANE, CENTRAL ZONE.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

N

CD113

S .H

A G

G A

R D

M .M

A Y

E R

M .M

A Y

E R

D E

M O

L

IT

IO

N P

L A

N

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

SHEET NOTES

LEGEND

CONSTRUCTION LIMITS

ITEMS TO BE REMOVED

BITUMINOUS TO BE REMOVED

GENERAL NOTES

5.

4.

DURATION OF THE PROJECT. REFER TO DETAIL

CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR

AREA.

DURING REMOVAL AND TRANSPORTATION TO STORAGE

ANY DAMAGE TO WORKING EQUIPMENT OCCURRING

EQUIPMENT. CONTRACTOR SHALL BE LIABLE FOR

WORKING ORDER OF ALL REMOVED SIGNAL

SHALL TAKE CARE TO MAINTAIN CONDITION AND

TAKE ANY REMOVED EQUIPMENT. CONTRACTOR

FORT HOOD DPW ON LOCATION AT FORT HOOD TO

COORDINATE WITH THE CONTRACTING OFFICER AND

OF THE GOVERNMENT. THE CONTRACTOR SHALL

ETC. TO BE REMOVED SHALL REMAIN THE PROPERTY

ALL SIGNAL POLES, MAST ARMS, SIGNALS, EQUIPMENT,

AND VERTICAL CONTROL.

REFER TO SHEET V-101 FOR PROJECT HORIZONTAL

COMMUNICATIONS AND ELECTRICAL UTILITIES.

REFER TO ED AND ES SHEETS FOR REMOVAL OF

CONTRACTORS EXPENSE,

CONDITION OR REPLACE WITH NEW AT THE

PERFORMANCE OF THE WORK TO ORIGINAL

REPAIR ANY ITEM WHICH IS DAMAGED DURING THE

PROTECT ALL EXISTING FEATURES TO REMAIN.

EXISTING PAVEMENT STRIPING TO BE REMOVED.

REMOVED.

EXISTING CONCRETE CURB AND GUTTER TO BE

EXISTING YIELD SIGN TO BE REMOVED.

EXISTING TRAFFIC SIGNAL BOX TO BE REMOVED.

AND BASE TO BE REMOVED.

EXISTING TRAFFIC SIGNAL POLE, SUPPORT ARM

EXISTING CONCRETE ISLAND TO BE REMOVED.

ASPHALT P

ARKING

ASPHALT PARKING

GROUND

GROUND

GRASS

MEDIAN

C&G

EDGE OF ASPHALT

EDGE OF ASPHALT

18"RCP

FL=954.4

6'

C

G

C

G

ASPHALT

ASPHALT

A S P

H A L T

CONCRETE

SIGN BASE

CONCRETE

CONCRETE

PROTRUDING

GUY ANCHOR,

NOT IN USE

C&G

EDGE OF ASPHALT

C&G

ASPHALT

C&G

SIGN:UGC

SIGN:UGC

SIGN:UGC

TANK DESTROYER BOULEVARD

FL=952.8

5'

T

SIGN

T

SIGN:

SPEED LIMIT

SIGN:STOP

CHANNEL

DRAINAGE

CONC

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

(4)36"Wx24"HARCH CMP

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

36" RCP

F L .0

11678

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F H

T D

C

D .d g n

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O D

E

D E

S C

R

IP

T

IO

N

Q F F o rt H o o d F o u r In te rs e c ti o n s \C

A D

B

IM

\T a n k

D e s tr o y e r\ S h e e ts \0

C iv il \F

H T

D

C D

.d g n

-A

P R -2

:3

F O

R T H

O O

D T

E X

A S

F Y

P

A T S

-1

N E

W T

R A

F F

IC

S

IG

N A

L S A

N D T

R A

F F

IC

S

IG

N A

L I

M P

R O

V E

M E

N T

F O

R T W

O R

T H D

IS

T R

IC

T

F O

R T W

O R

T H T

E X

A S

T

A Y

L O

R S

T R

E E

T T

A N

K D

E S

T R

O Y

E R A

N D C

L E

A R C

R E

E K

A P

R

IL

CERTIFIED FINAL SUBMITTAL

C L

O

CD110

CD111

CD112

CD113 CD114

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM: NAD83

TEXAS STATE PLANE, CENTRAL ZONE.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

N

CD114

S .H

A G

G A

R D

M .M

A Y

E R

M .M

A Y

E R

D E

M O

L

IT

IO

N P

L A

N

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

SHEET NOTES

LEGEND

CONSTRUCTION LIMITS

ITEMS TO BE REMOVED

BITUMINOUS TO BE REMOVED

EXISTING SIGN TO BE REMOVED.

REMOVED.

EXISTING CONCRETE CURB AND GUTTER TO BE

EXISTING TREE TO BE REMOVED.

GENERAL NOTES

5.

4.

DURATION OF THE PROJECT. REFER TO DETAIL

CONTRACTOR TO PROVIDE TRAFFIC CONTROL FOR

AREA.

DURING REMOVAL AND TRANSPORTATION TO STORAGE

ANY DAMAGE TO WORKING EQUIPMENT OCCURRING

EQUIPMENT. CONTRACTOR SHALL BE LIABLE FOR

WORKING ORDER OF ALL REMOVED SIGNAL

SHALL TAKE CARE TO MAINTAIN CONDITION AND

TAKE ANY REMOVED EQUIPMENT. CONTRACTOR

FORT HOOD DPW ON LOCATION AT FORT HOOD TO

COORDINATE WITH THE CONTRACTING OFFICER AND

OF THE GOVERNMENT. THE CONTRACTOR SHALL

ETC. TO BE REMOVED SHALL REMAIN THE PROPERTY

ALL SIGNAL POLES, MAST ARMS, SIGNALS, EQUIPMENT,

AND VERTICAL CONTROL.

REFER TO SHEET V-101 FOR PROJECT HORIZONTAL

COMMUNICATIONS AND ELECTRICAL UTILITIES.

REFER TO ED AND ES SHEETS FOR REMOVAL OF

CONTRACTORS EXPENSE,

CONDITION OR REPLACE WITH NEW AT THE

PERFORMANCE OF THE WORK TO ORIGINAL

REPAIR ANY ITEM WHICH IS DAMAGED DURING THE

PROTECT ALL EXISTING FEATURES TO REMAIN.

S

P H

A

R K

CONC DRAINAGE CHANNEL

GRASS

GRASS

GRASS

CHANNEL

DRAINAGE

CONC

CONC DRAINAGE CHANNEL

C&G

CONCRETE SIDEWALK

C

G

ASPHALT

C&G

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

C&G

5.3'x3.3' CONCUTILITY VAULT

BRICK

WALL

(4)36"Wx24"HARCH CMP

CURB

CUT

C&G

ASPHALT

ASPHALT

CONCRETE MEDIAN

CONCRETE MEDIAN

GRASS MEDIAN

ASPHALT

GROUND

GROUND

GROUND

ASPHALT P

ARKING

ASPHALT PARKING

GROUND

GROUND

GROUND

GROUND

GROUND

GROUND

GRASS MEDIAN

GRASS

MEDIAN

C&G

ROCK PLANTER

ROCK PLANTER

ROCK PLANTER

G R

O U

P

H A

N C

R E

D

P H

A

O U

N D

C&G

C

G

EDGE OF ASPHALT

G R

O U

N D

E D

P

H A L T

E D

P

H A L T

A S

P H

A

P H

A

EDGE OF ASPHALT

18"RCP

FL=954.4

6'

18"RCP

FL=948.14'

W/METER

ELECTRIC PULL BOX

W/TRANSFORMER

W/TRANSFORMER

LIGUSTRUMCANOPY LIMITS

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

C&G

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

SIGN:UGC

36" RCP

F L .0

C

G

SIGN:UGC

CONC

FLUME

CONC

FLUME

CONC

FLUME

C O

N C

F L U

M E

C O

N C

F L U

M E

TRAFFIC SIGNAL BOX

ON CONCRETE PAD

TRAFFIC SIGNAL

BOX 2.3'X1.3'

CURB

CUT

C

G

C

G

CONC

JUNCTION

BOX

STEEL SIGNPOST; NO SIGN

ASPHALT

ASPHALT

A S P

H A L T

CONCRETE

SIGN BASE

CONCRETE

CONCRETE

CONCRETE

SIGN BASE

CONCRETE SIDEWALK

PROTRUDING

GUY ANCHOR,

NOT IN USE

CONC

FLUME

CONC

FLUME

C

G

C

G

C

G

C&G

C&G

C

G

E D

P H

A L T

EDGE OF ASPHALT

C&G

ASPHALT

A S

P H

A

O

L K

A S P

H A L T

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:

WATER

LINE

ELECTRIC

BOX

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGC

SIGN:UGCSIGN:UGC

C L

E

E

A D

C L

E

E

A D

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

TANK DESTROYER BOULEVARD

SIGN:UGC

E

E

TELEPHONE JUNCTION BOX (CENTURY LINK)

T

SIGN:UGC

FL=947.82'

SIGN:STOP

SIGN:TRAFFIC LIGHT

SIGN:DIRECTIONAL

SIGN:REFLECTOR

SIGN:UGC

SIGN:SPEED LIMIT

FL=952.8

5'

SIGN:

DIRECTIONAL

SIGN:UGC

T

ELECTRIC PULL BOX

E

T

T

SIGN:

SPEED LIMIT

SIGN:STOP

GROUND

T

SIGN

W/TRANSFORMER

CONC

961.07

EE

E

ELECTRIC PULL BOX

SIGN

TRAFFIC SIGNAL

BOX 2.1'X2.1'

W/RISER

T

T

SIGN

SIGN:SPEED LIMIT

W/RISER

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

F H

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2 3 4 5 6 7 8 9 10

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®of Engineers

US Army Corps

C A

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G O

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CERTIFIED FINAL SUBMITTAL

C L

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TEXAS STATE PLANE, CENTRAL ZONE.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

N

50' 25' 0 50' 100' 150'

GRAPHIC SCALE: 1"=50'-0"

CS101

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A L L L

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GENERAL NOTES

AND VERTICAL CONTROL.

REFER TO SHEET V-101 FOR PROJECT HORIZONTAL

CONTRACTORS EXPENSE,

CONDITION OR REPLACE WITH NEW AT THE

PERFORMANCE OF THE WORK TO ORIGINAL

REPAIR ANY ITEM WHICH IS DAMAGED DURING THE

PROTECT ALL EXISTING FEATURES TO REMAIN.

TO STARTING CONSTRUCTION.

ATTENTION OF THE CONTRACTING OFFICER PRIOR

BRING ANY DISCREPANCIES WITH LAYOUT TO THE

DIMENSION INFORMATION PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL VERIFY ALL COORDINATES AND

CS110

CS111

CS112

CS113 CS114

CONC DRAINAGE CHANNEL

C&G

5.3'x3.3' CONCUTILITY VAULT

ASPHALT

CONCRETE MEDIAN

GRASS MEDIAN

ASPHALT

GROUND

GROUND

GROUND

GROUND

18"RCP

W/TRANSFORMER

LIGUSTRUMCANOPY LIMITS

C&G

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

CONC

FLUME

CONC

FLUME

CONC

FLUME

STEEL SIGNPOST; NO SIGN

CONCRETE SIDEWALK

CONC

FLUME

TANK DESTROYER BOULEVARD

E

E

TELEPHONE JUNCTION BOX (CENTURY LINK)

T

SIGN:UGC

FL=947.82'

SIGN:STOP

SIGN:TRAFFIC LIGHT

SIGN:DIRECTIONAL

SIGN:REFLECTOR

SIGN:UGC

SIGN:

DIRECTIONAL

SIGN:UGC

CHANNEL

DRAINAGE

CONC

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

(4)36"Wx24"HARCH CMP

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

36" RCP

F L .0

11678

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2 3 4 5 6 7 8 9 10

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CERTIFIED FINAL SUBMITTAL

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100.3'

R

N

KEY MAP

CS110

CS111

CS112

CS113 CS114

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM: NAD83

TEXAS STATE PLANE, CENTRAL ZONE.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

N

CS110

S .H

A G

G A

R D

M .M

A Y

E R

L A

Y O

U T P

L A

N

M .M

A Y

E R

GRAPHIC SCALE: 1"=20'-0"

60'40'20'010'20'

SHEET NOTES

LEGEND

CONCRETE PAVEMENT

BITUMINOUS PAVEMENT

CONSTRUCTION LIMITS

GENERAL NOTES

AND VERTICAL CONTROL.

REFER TO SHEET V-101 FOR PROJECT HORIZONTAL

CONTRACTORS EXPENSE,

CONDITION OR REPLACE WITH NEW AT THE

PERFORMANCE OF THE WORK TO ORIGINAL

REPAIR ANY ITEM WHICH IS DAMAGED DURING THE

PROTECT ALL EXISTING FEATURES TO REMAIN.

TO STARTING CONSTRUCTION.

ATTENTION OF THE CONTRACTING OFFICER PRIOR

BRING ANY DISCREPANCIES WITH LAYOUT TO THE

DIMENSION INFORMATION PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL VERIFY ALL COORDINATES AND

5 BEGIN

CONCRETE ABUTS EXISTING SIDEWALK.

EXPANSION JOINT MATERIAL WHERE NEW

CONNECT TO EXISTING SIDEWALK. PROVIDE

4, SHEET CS501.

PROVIDE SIDEWALK DRAIN. REFER TO DETAIL

REFER TO DETAIL 7, SHEET CS520.

PROVIDE WHITE LEFT TURN ARROW MARKING.

FOR ADDITIONAL INFORMATION.

REFER TO SHEET CS521 AND TO SPECIFICATION

PROVIDE 4" DASHED WHITE PAVEMENT STRIPING.

ADDITIONAL INFORMATION.

STRIPING. REFER TO SPECIFICATION FOR

PROVIDE DOUBLE 4" WIDE YELLOW PAVEMENT

TO DETAIL ,SHEET CS505.

PROVIDE CONCRETE CURB AND GUTTER. REFER

TO DETAIL 1, SHEET CS501.

PROVIDE 8' WIDE CONCRETE SIDEWALK. REFER

DETAIL 2, SHEET CS501.

PROVIDE BITUMINOUS PAVEMENT. REFER TO

CHANNEL

DRAINAGE

CONC

FL=945.35'FL=945.25'

FL=945.28'FL=945.26'

(4)36"Wx24"HARCH CMP

LIGUSTRUM

CANOPY LIMITS

PYRACANTHA

CANOPY LIMITS

FL=945.65'

FL=945.67'

FL=945.64'

FL=945.66'

36" RCP

F L .0

11678

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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F H

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C

S .d g n

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2 3 4 5 6 7 8 9 10

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