B3b_IFB,_18B0009_Drawings_2.9.18.pdf

C o n tr N o

D E

S

IG

N F

IL

E

A

1 2 3 4 5

B C

D

Fort Worth District

US Army Corps of Engineers

C R e v it L o c a l\

-0

-B A

S E

B

ID

-D y e s s -M ili ta ry -W o rk in g -D o g -A

-C e n tr a l_ n c a n tu

.r v t

JAN 2018

CONSTRUCT MILITARY WORKING DOG

FACILITY

BASE BID

DYESS AIR FORCE BASE, TX

Sheet

Number Sheet Name

ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

EL101 ELECTRICAL LIGHTING FLOOR PLAN - KENNEL FACILITY

EL501 ELECTRICAL LIGHTING DETAILS

EP101 ELECTRICAL POWER FLOOR PLAN - KENNEL FACILITY

EP501 ELECTRICAL SITE DETAILS

EP601 ELECTRICAL ONE LINE AND PANEL SCHEDULES

TELECOMMUNICATIONS

TN101 TELECOMMUNICATION FLOOR PLAN - KENNEL FACILITY

TN401 ENLARGED TELECOMMUNICATIONS ROOM PLAN AND

ELEVATIONS

TN501 TELECOMMUNICATION DETAILS

TN601 TELECOMMUNICATION RISER

Sheet

Number Sheet Name

ARCHITECTURE

A-001 ARCHITECTURAL ABBREVIATIONS, GENERAL NOTES AND

LEGEND

A-100 KENNEL INFO AND DIMENSION FLOOR PLAN

A-101 KENNEL RELECTED CEILING PLAN

A-102 COMPOSITE ROOF PLAN

A-201 KENNEL ELEVATIONS

A-300 BUILDING SECTIONS

A-301 WALL SECTIONS AND DETAILS

A-401 KENNEL AREA ENLARGED PLANS, ELEVATIONS AND

SECTIONS

A-600 DOOR SCHEDULE AND DETAILS

A-601 PARTITION SCHEDULE

A-602 ROOM FINISH SCHEDULE

INTERIOR DESIGN

I-600 INTERIOR FINISH LEGEND

FIRE ALARM

FA001 FIRE ALARM SYSTEM LEGEND AND GENERAL NOTES

FA101 FIRE ALARM SYSTEM FLOOR PLAN - KENNEL FACILITY

FA601 FIRE ALARM SYSTEM RISER DIAGRAM

FIRE PROTECTION

FP001 FIRE PROTECTION LEGEND

FP002 FIRE PROTECTION GENERAL NOTES

FP101 FIRE PROTECTION FLOOR PLAN

FP501 FIRE PROTECTION DETAILS

FP502 FIRE PROTECTION DETAILS

PLUMBING

P-001 PLUMBING LEGEND

P-101 PLUMBING FLOOR PLANS

P-501 PLUMBING DETAILS AND SCHEDULES

P-502 PLUMBING DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND AND GENERAL NOTES

M-002 MECHANICAL GENERAL NOTES

M-101 HVAC PLAN-KENNEL

M-301 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

Sheet

Number Sheet Name

GENERAL

G-000 COVER SHEET

G-001 LIFE SAFETY PLAN AND BUILDING CODE SUMMARY

G-002 PROJECT LOCATION PLAN

CIVIL - TOPOGRAPHICAL

V-101 TOPOGRAPHICAL SURVEY SHEET 1 OF 2

V-102 TOPOGRAPHICAL SURVEY SHEET 2 OF 2

CIVIL

C-100 CIVIL GENERAL NOTES ABBREVIATIONS AND LEGEND

CD101 DEMOLITION SITE PLAN

CS101 SURVEY CONTROL DATA PLAN

CS102 SITE PLAN

CG101 GRADING SITE PLAN

CG102 STORM WATER POLLUTION PREVENTION PLAN

CU101 UTILITY SITE PLAN

CP101 PAVING SITE PLAN

C-501 PAVING DETAILS I

C-502 PAVING DETAILS II

C-503 UTILITY DETAILS I

C-504 UTILITY DETAILS II

C-505 FENCE DETAILS

C-506 TEMPORARY EROSION SEDIMENT AND WATER

POLLUTION CONTROL MEASURES

C-507 JACKING AND BORING DETAILS

STRUCTURAL

S-001 GENERAL NOTES SHEET 1 AND ABBREVIATIONS

S-002 GENERAL NOTES SHEET 2

S-003 GENERAL NOTES SHEET 3

S-004 GENERAL NOTES SHEET 4

S-101 KENNEL FOUNDATION PLAN

S-102 ROOF FRAMING PLAN

S-501 TYPICAL CONCRETE DETAILS SHEET 1

S-502 TYPICAL CONCRETE DETAILS SHEET 2

S-503 TYPICAL MASONRY WALL DETAILS SHEET 1

S-504 TYPICAL MASONRY WALL DETAILS SHEET 2

S-505 TYPICAL STEEL DETAILS SHEET 1

S-506 TYPICAL STEEL DETAILS SHEET 2

S-601 LOAD DIAGRAMS AND SCHEDULES

DRAWING INDEX

KENNEL (9096) - 154 AMMO RD.

CONTR. NO.

SOL. NO. W9126G18B0009

THIS PACKAGE CONTAINS TWO BID OPTIONS. THESE BID OPTIONS ARE

INCLUDED IN THE DRAWING PACKAGE, BUT ARE PRESENTED AS A STAND ALONE

SET OF DRAWINGS. IF ONLY THE BASE BID IS AWARDED, THE SHEETS UNDER

THE "BID OPTION 1 AND 2" COVER MAY BE DISCARDED. IF BID OPTION 1 IS

AWARDED, THE SHEETS PRECEDING THE "BID OPTION 1 AND 2" COVER MAY BE

DISCARDED.

FEB 2018

BUILDING CODE SUMMARY

REQUIRED

CODES:

BUILDING

FLOOR

AREA:

OCCUPANCY

TYPE:

CONSTRUCTION

TYPE:

OCCUPANT LOAD:

UFC 1-200-01 GENERAL BUILDING REQUIREMENTS

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

NFPA 101 LIFE SAFETY CODE, 2012 EDITION

NFPA 10 PORTABLE FIRE EXTINGUISHERS

IBC 2012 INTERNATIONAL BUILDING CODE

UFC 3-420-01 DESIGN: PLUMBING SYSTEMS

NFPA 150 STANDARD ON FIRE AND LIFE SAFETY IN ANIMAL HOUSING FACILITIES

KENNEL FACILITY

TOTAL BUILDING AREA

TYPE VB, FULL SPRINKLER SYSTEM IBC TABLE 601, ARTICLE 603,

SPRINKLER SYSTEM REQUIRED BY UFC 3-600-01, 4-2.2

REQUIRED FIRE

RATINGS:

IBC TABLE 601

PRIMARY STRUCTURAL FRAME

BEARING WALLS

NONBEARING WALLS AND PARTITIONS-EXTERIOR

NONBEARING WALLS AND PARTITIONS-INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION AND SECONDARY MEMBERS

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

KENNEL FACILTY: GROUP B (IBC); CHAPTER 38 NEW BUSINESS (NFPA101);CLASS 1,

CATEGORY B (NFPA150)

OCCUPANCY

SEPARATION:

NO SEPARATION REQUIRED FOR ACCESSORY OCCUPANCY (IBC 508.2.4).

3,405 SF

3,405 SF

EXTERIOR WALLS: NO MINIMUM REQUIRED HORIZONTAL SEPARATION IS REQUIRED (IBC TABLE

602).

(NFPA 150)

KENNEL FACILITY 3,405 S.F./ 500 GROSS = 7 OCC.

FLOOR TOTAL: = 7 OCC.*

NUMBER OF EXITS:

WIDTH OF EXITS:

COMMON PATH OF

TRAVEL:

DEAD-END

CORRIDORS:

NFPA 101, 7.4.1.2.

KENNEL FACILITY 2 EXITS REQUIRED; 2 EXITS PROVIDED

(PER NFPA 101, 7.3.3.1)

REQUIRED EXIT WIDTH=36" MINIMUM

(IBC 1005.1)

REQUIRED EXIT WIDTH = 35 x 0.2 = 7" MIN.

PROVIDED EXIT WIDTH= 36" x 4 = 144"

(PER NFPA 101, 38.2.5.3.1) ALLOWABLE 20' FROM ANY POINT WHERE THE

COMMON PATH SERVES ANY NUMBER OF OCCUPANTS AND UP TO 100'

(BUSINESS).

PER NFPA 101, 38.2.5.1 AND IBC 1018.4 ALLOWABLE 50'

DOORS ARE REQUIRED TO SWING IN DIRECTION OF TRAVEL FOR

OCCUPANT LOADS OF 50 OR MORE. DOORS SERVING 100 OR MORE THAT

LATCH OR LOCK MUST HAVE PANIC HARDWARE DELAYED EGRESS

HARDWARE ALLOWED, BUT ONLY ONE USAGE PER EXIT PATH E RNFPA

1012, 38.2.4.3.

TRAVEL DISTANCE (PER NFPA 101, 38.2.4.5)

REQUIRED TRAVEL DISTANCE = 100'-0" MAXIMUM

PROVIDED TRAVEL DISTANCE = 71'-0"

CORRIDOR

CONSTRUCTION

MINIMUM CORRIDOR WIDTH NOT LESS THAN 44" PER NFPA 101 38.2.3.2.

DOORS

BASIC ALLOWABLE

AREAS:

IBC TABLE 503

BUILDING AREA PER STORY:

STORIES ABOVE GRADE:

BUILDING HEIGHT:

*AUTOMATIC SPRINKLER INCREASE PER IBC 504.2

ALLOWABLE

36,000 SF

60'-0"

ACTUAL

3,405SF

16'-0"

BUILDING AREA

INCREASE:

ALLOWABLE AREA = {9,000 + [9,000 x 3]}=36,000 S.F

ALLOWABLE 300% BUILDING AREA INCREASE PER IBC 506.3.

1 2

B

D

FIRE RISER

ROOM

DOG RUN

DOG RUN

DOG RUN

DOG RUN

DOG RUN

DOG RUN

DOG RUN

DOG RUN

DOG RUN

DOG RUN

CORRIDOR

117FEB

ROOF ABOVE

XD

57'-5"

15'-9"

CORRIDOR

DOG

HOUSE

120A

DOG

HOUSE

121A

DOG

HOUSE

122A

DOG

HOUSE

123A

DOG

HOUSE

124A

OUTDOOR

RUN

118B

OUTDOOR

RUN

119B

OUTDOOR

RUN

120B

OUTDOOR

RUN

121B

OUTDOOR

RUN

122B

OUTDOOR

RUN

123B

OUTDOOR

RUN

124B

OUTDOOR

RUN

125B

OUTDOOR

RUN

126B

OUTDOOR

RUN

127B

DOG

HOUSE

125A

DOG

HOUSE

126A

DOG

HOUSE

127A

COMM

ROOM

XD

54'-1"

12'-5"

XD

DOG

HOUSE

118A

DOG

HOUSE

119A

LEGEND

1 HOUR FIRE RATED WALL

EXIT SIGN LOCATION (REFER TO FA DWGS)

FIRE EXTINGUISHER CABINET

FEC

EXIT PATH

XD

XXX

XXX

XXX

EXIT DISTANCE

COMMON PATH OF TRAVEL

DEAD END CORRIDOR LENGTH

POINT OF EXIT DISCHARGE FOR EXITS

FEB

FIRE EXTINGUISHER BRACKET

XX OCCUPANT LOAD

NOTE:

THIS DRAWING SHALL BE USED FOR REFERENCE AND

INFORMATION ONLY - IT IS ONLY A REFERENCE OF BASIC

CODE REQUIREMENTS AND IS NOT AN EXTENSIVE

COMPILATION OF ALL REQUIREMENTS THAT ARE

INCORPORATED INTO THE CONSTRUCTION DOCUMENTS.

Sheet reference number

Sheet

U .S

A

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F O

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H T

E X

A S

D e si g n e d b y:

D w n b y:

R e vi e w e d b y:

S u b m itt e d b y:

E N

G

IN

E E

R

D a te

S o l N o

C o n tr

N o

R e v.

P lo t sc a le

P lo t d a te

F ile n a m e

C o n tr N o

D E

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IL

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Fort Worth District

US Army Corps of Engineers

:1

D A

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ID

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21 3 4 5

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D of

/8

/2

:0 :5

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/8

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F

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B A

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JA

N

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B

1 74

B A

S E

B

ID

1/8" = 1'-0"1

FIRST FLOOR LIFE SAFETY PLAN

8 6 4 2 0 8 16

PLAN NORTH

N o

D e s c ri p ti o n

D .O

.N o

A c ti o n

D a te

LOUISIANA DRIVE

MILITARY DR.

A R

N O

L D

B

V

D

A

R

N

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L

D

B

L

V

D

H

O

S

P

I

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A

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A

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N

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L

O

U

I S

I A

N

A

D

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I

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E

L O

U I S

I A

N

I V

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N

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B

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A

S

K

A

M

A

I

N

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T

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S

A

L

A

B

A

M

C

A

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I

F

O

R

N

I

D

E

L

A

W

A

E

F

L

O

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I

D

A

JENNINGS ST

GEORGIA RD

ILLINOIS RD

KANSAS RD

D U

B

W

R I G

H T

V

D

R

H

O

L

A

U

T

R

H

O

L

A

W

A

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H

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ARIZONA ST

COLORADO ST

INDIANA ST

KENTUCKY ST

V I R

G I N

M

A

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Y

L

A

N

W

Y

K

T

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X

O

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L

A

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N

N

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A

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I

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W A

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I N

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T

E

N

N

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S

M

I

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I

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W

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A L A

S K

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C T

MICHIG

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AMMO ROAD

A

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N

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A

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N

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N

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N

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N

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A

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V

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N

V

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N

A

A

A

A

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E

N

I N

I

S

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A

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N

A

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A

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R

I

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I

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I R

F

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F

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F

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T

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I

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A

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C

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F

I F

A

L

E

E

A

L

E

R

T

A

V

E

W A

S H

I N

G T

O P

AUSTIN

SAN ANTONIO

NO SCALE

DEL RIO

DYESS

A.F.B.

ABILENE

SAN ANGELO

N

DALLAS

AMARILLO

EL PASO

LUBBOCK

KILLEEN

FORT

WORTH

STATE MAP

DYESS

AFB

ABILENE

REGIONAL

AIRPORT

H

A

Y

T

TEXAS

AVE.

N

ABILENE VICINITY MAP

NO SCALE

O L D

H A

M

L N

B

U

F

F

A

S

O

U

T

H

L

O

O

P

R

E

B

E

C

C

A

14TH STREET

ST.

H

A R

T F

O

R

D

B

L

V

D

A

R

N

O

L

D

DRIVE

M

I L

I T

A

R

Y

M I L L S

10TH STREET

AMBER

ANDERSON ST.

18TH ST.

A

V

E

L N

PROJECT

LOCATION

B L V

D D

I G

H T

PROJECT SITE

NORTH

800' 1600'0

CORPS OF ENGINEERS

OFFICE BLDG 8011

CIVIL ENGINEERING

BLDG 8006

MAIN GATE

APPROVED

HAUL ROUTE HOSPITAL

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

F

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

CONSTRUCTION

ENTRANCE

G-002

P R

O J E

C

A T

I O

N

P

L A

N

SCALE: 1"=800'

PROJECT LOCATION PLAN

1765.73

1765.35

COMM. VAULT

TOP=1766.88

C x

C x

C x

C x

C x

C x

C x

C x

C x

U G

C O

M M

(G

IS

M

M

G

I S

M

M

G

I S

VAULT

VAULT

S °3

'0

"W

COMM. VAULT

TOP=1767.21

COMM. VAULT

TOP=1766.78

PB

PB

C

U

T

T

E

R

C

U

T

T

E

R

O L D

R A

IL

R

O A

D R

A

IL

NATURAL

GROUND

NATURAL

GROUND

MESQUITE BRUSH LINE

M

E S

Q

U

IT

E B

R U

S H

L

IN

E

D

IR

T /G

R A

V E

L P

A T

H

D

IR

T /G

R A

V E

L P

A T

H

CP 2

SET 1/2IRWRC

N=6845111.65

E=1556230.79

EL=1765.33'

CP 3

SET 1/2IRWRC

N=6845143.80

E=1556654.53

EL=1764.50'

CP 4

SET 1/2IRWRC

N=6844908.80

E=1556486.64

EL=1764.72'

S D x

S D x

F L

.5

S .D

(C M

P

F L

.9

S .D

(C M

P

FL=1762.56

F L

.8

Sheet reference number

Sheet

D A

R R

Y L

Z

E R

C H

E R

R

P L S

R

L

R

I O

S

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

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S

A

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T

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R

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B A

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T O

P O

G R

A P

H I C

R

V E

Y

S

H E

V-101

NOTE: UTILITIES SHOWN ARE BASED

ON ABOVE GROUND EVIDENCE AND

EXISTING UTILITY MAPS.

UNDER GROUND LOCATIONS ARE

APPROXIMATE.

SPRINKLER CONTROL VALVE

SC

LIGHT STANDARD

FIRE HYDRANT

WATER VALVE

GAS METER

GAS VALVE

UTILITY BOX

GUY WIRE

LIGHT POLE

POWER POLE/TRANS.

POWER POLE

LEGEND :

W

G

X

WATER METER

W

POSSIBLE LOCATION FOR BORE HOLE

TRAFFIC SIGNAL BOX

CENTER LINE

C

G

TRANSFORMER ON PAD

XXXX

XXXX

X

J

TRAFFIC SIGNAL CONTROLLER

ELECTRIC MANHOLE

COMMUNICATION MANHOLE

P x

FENCE

WATER MAIN LINE

GAS MAIN LINE

UNDERGROUND ELECTRIC LINE

OVERHEAD ELECTRIC LINE

STORM DRAIN MANHOLE

CLEAN-OUT

HORIZ/VERT CONTROL POINT

SIGN

TREE

SAN. SEWER MANHOLE

D

S x

STORM DRAIN MAIN LINE

SANITARY SEWER MAIN LINE

E

E x u x

W

G x x

SD

SS

x x

UNDERGROUND COMMUNICATION LINE

C u x

UG

OH

OVERHEAD SHIELD WIRE

OHS

LINE LABEL ON UNDERGROUND UTILITY

LINE LABEL ON OVERHEAD UTILITY

LOW WIRE

TOP OF POLE

CO

OVERHEAD COMMUNICATION LINE

OHC

GEOGRAPHIC INFORMATION SYSTEM (GIS)

OVERHEAD FIBER OPTIC CABLE

FOC

ELECTRIC PULLBOX

BOLLARD

ABANDONED IN PLACE

(AIP)

C

H

ELECTRIC HANDHOLE

E

PB

UNLEVELED FINISHED FLOOR ELEV.

UFF

SET 1/2" IRON ROD WITH RED CAP

SET 1/2IRWRC

SET MAG NAIL

SET MAG

SET CHISELED "X"

SET CHM

DRAWING IS IN SURFACE FORMAT (US SURVEY FOOT)

SURFACE ADJUSTMENT FACTOR = 1.00015

SURFACE = GRID X 1.00015

PROJECT COORDINATE DATA IS BASE ON "CONTROL POINT 1"

N 6,844,877.91, E 1,556,166.75 (SURFACE)

HORIZONTAL DATUM = NAD83(93) TEXAS STATE PLANE COORDINATE SYSTEM,

ZONE 4202 (SURFACE)

VERTICAL DATUM = NAVD88 G03

CHAINLINK FENCE AROUND BUILDINGS

9101 & 9106 HAVE 3 STRAND BARBED

AND 3 SMOOTH WIRES.

TOP OF COVER

VC

TOP OF VALVE

TV

T.O.P.

L.W.E.

KEY INDEX

NOT TO SCALE

NORTH

30' 60'0SCALE: 1"=30'

TOPOGRAPHICAL SURVEY SHEET 1 OF 2

1765.79 x

C x

C x

C x

C x

C x

C x

C x

M

M

G

I S

M

M

G

I S

V

A

U

L

T

L

O

C

K

E

D

M

M

G

I S

PB

E x

E x

E x

O

H

W

I R

E

E x

E x

POWER POLE

(WOOD) # B3 22

W/2 X-ARMS,

4" CONDUIT,

T.O.P.=1802.63

L.W.E.=1795.19

S

C

A

R

E

C

P

A

I

R

K

S

C

O

N

D

U

I T

O

H

W

I R

E

S

POWER POLE

(WOOD),

W/X-ARM

T.O.P.=1804.34

L.W.E.=1794.67

POWER POLE

(WOOD) # B3 L2

W/TRANS., 5 X-ARMS,

& LIGHT, 4" CONDUIT,

T.O.P.=1803.79

L.W.E.=1791.65

E x

E x

E x

E x

E x

E

C

P

A

I

R

K

S

L

I G

L

E

T

O

P

LIGHT POLE

T.O.P.=1804.69

LIGHT POLE

T.O.P.=1804.67

E x

E x

POWER POLE

(WOOD),

W/4-ARMS,

T.O.P.=1804.11

L.W.E.=1794.73

POWER POLE

(WOOD),

T.O.P.=1790.30

L.W.E.=1789.90

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

C

U

T

T

E

R

C

U

T

T

E

RC

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

H

A

I N

L

I

N

C

E

C

H

A

I N

L

I

N

C

E

C

H

A

I N

L

I

N

C

E

C

O

N

C

S

I D

E

W

A

L

K

C

O

N

C

S

I D

E

W

A

L

K

C

H

A

I N

L

I

N

C

E

G

A

T

E

G

A

T

E

A

M

A

S

P

H

A

L

T

A

M

A

S

P

H

A

L

T

B

L

D

G

N

A

T

U

R

O

U

N

D

NATURAL GROUND

G

A

T

E

A

M

A

S

P

H

A

L

T

C

U

T

T

E

R

C

H

A

I N

L

I N

K

F

E

N

C

E

NATURAL GROUND

NATURAL GROUND

NATURAL GROUND

A

S

P

H

G

R

A

V

T

H

OBSTACLE #1

OBSTACLE #2

OBSTACLE #3

OBSTACLE #4

OBSTACLE #5

OBSTACLE #6

OBSTACLE #7

OBSTACLE #8

OBSTACLE #9

OBSTACLE #10

OBSTACLE #11

X

U

F

F

X

U

F

F

B

L

D

G

CLUSTER

TREES

28' DRIP

LINE

A

C

C

H

A

I N

L

I N

K

F

E

N

C

E

WOOD

BOX

TEMP.

SEATING

STANDS

C

O

N

C

R

E

T

E

P

A

R

K

I N

G

S

P

A

C

E

S

NATURAL

GROUND

A

C

C

O

N

C

C

O

N

C

D

U

M

P

S

T

E

R

OPEN

HOLE

C

H

A

I N

L

I N

K

F

E

N

C

E

C

U

T

T

E

R

C

H

A

I N

L

I

N

C

E

RESTRICTED AREA

NO ACCESS

CP 1

SET 1/2IRWRC

N=6844877.91

E=1556166.75

EL=1765.24'

CP 5

SET 1/2IRWRC

N=6844540.83

E=1556251.02

EL=1766.43'

CP 6

SET 1/2IRWRC

N=6844493.60

E=1556057.69

EL=1765.96'

C

P

C

P

F

L

F

L

F

L

F

L

F

L

V

C

L

O

C

K

E

D

F

L

F

L

D

R

C

P

S

C

A

R

S

P

A

I

N

T

M

A

R

K

S

D

C

M

P

F

L

W x

W x

S

D

R

C

P

W x

W x

W x

W x

W x

W x

W x

Gx

Gx

Gx

Gx

Gx

G x

G x

G x

G x

G x

G x

/4 " G

A S

L

IN

E

(G

IS

G

N

E

G

I S

G

N

E

S

I Z

K

N

O

W

N

G

I S

W

A

T

N

E

S

I

K

N

O

W

N

G

I S

W x

W x

W x

W x

W

A

T

N

E

S

I

K

N

O

W

N

G

I S

W

A

T

N

E

S

I

K

N

O

W

N

G

I S

Wx

Wx

Wx

Wx

Wx

Wx

W

A

T

N

E

S

I

K

N

O

W

N

G

I

S

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

VC=1767.70

TV=1767.30

VC=1767.68

TV=1767.28

VC=1767.68

TV=1767.23

VC=1768.13

TV=1767.90

VC=1768.02

TV=1767.73

CLEAN OUT

TOP=1767.76

C

L

E

T

T

O

P

CLEAN OUT

TOP=1768.22

V

C

T

V

P

O

R

T

W

A

T

E

R

T

A

N

K

C

L

E

T

T

O

P

C

L

E

T

T

O

P

A

B

O

V

E

G

R

O

U

N

D

V

A

L

V

E

VC=1767.42

(LOCKED)

SAN. SEWER MH

RIM=1764.96

INV.=1760.32 (1)

INV.=1760.29 (2)

S

S

C

L A

Y

S

A

N

S

E

W

E

R

C

L

A

Y

SAN. SEWER MH

RIM=1766.53

INV.=1761.89 (1)

INV.=1762.28 (2)

INV.=1761.93 (3)

S

A

N

S

E

W

E

R

C

L

A

Y

S

C

L

A

Y

S

C

L

A

Y

V

C

L

O

C

K

E

D

V

C

L

O

C

K

E

D

VC=1764.77

(LOCKED)

G x

G x

G x

A

I

R

K

S

W x

W x

Gx

Gx

Gx

Gx

Gx

Gx

N

E

P

A

I

R

K

S

N

E

P

A

I

R

K

S

S S x

S S x

S S x

S S x

S S x

S S x

S

S x

S

S x

S

S x

S

S x

S S x

S S x

CLEAN OUT

TOP=1768.39

SAN. SEWER MH

RIM=1768.30

INV.=1763.01 (1)

INV.=1762.78 (2)

INV.=1762.88 (3)

(3

SAN. SEWER MH

RIM=1766.40

INV.=1763.50 (1)

INV.=1763.55 (2)

INV.=1763.70 (3)

6" S

.S

P V

C

(1

(2

S

S x

6" S

.S

P V

C

S

P

V

C

S

A N

S E

W

E R

W

A

T

N

E

P

A

I

R

K

S

W

A

T

N

E

P

A

I

R

K

S

W

A

T

N

E

S

I

K

N

O

W

N

G

I S

F

A

U

C

E

T

F

L

F

L

SAN. SEWER MH

RIM=1768.96

INV.=1763.73 (1)

INV.=1763.71 (2)(

(2

6" S

.S

(P V

C

UNABLE TO

FIND OUTLET

D

R

C

P

F

L

F

L

UNABLE TO

FIND OUTLET

U

N

A

B

F

I

T

L

E

T

S

W

G

VC=1767.94

TV=1766.81

G

S

S

S

S

S

CO

CO

CO

CO

CO

CO

Sheet reference number

Sheet

D A

R R

Y L

Z

E R

C H

E R

R

P L S

R

L

R

I O

S

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

R

L

R

I O

S

W G

B

J A

N

B A

D of 74

T O

P O

G R

A P

H I C

R

V E

Y

S

H E

V-102

NOTE: UTILITIES SHOWN ARE BASED

ON ABOVE GROUND EVIDENCE AND

EXISTING UTILITY MAPS.

UNDER GROUND LOCATIONS ARE

APPROXIMATE.

SPRINKLER CONTROL VALVE

SC

LIGHT STANDARD

FIRE HYDRANT

WATER VALVE

GAS METER

GAS VALVE

UTILITY BOX

GUY WIRE

LIGHT POLE

POWER POLE/TRANS.

POWER POLE

LEGEND :

W

G

X

WATER METER

W

POSSIBLE LOCATION FOR BORE HOLE

TRAFFIC SIGNAL BOX

CENTER LINE

C

G

TRANSFORMER ON PAD

XXXX

XXXX

X

J

TRAFFIC SIGNAL CONTROLLER

ELECTRIC MANHOLE

COMMUNICATION MANHOLE

P x

FENCE

WATER MAIN LINE

GAS MAIN LINE

UNDERGROUND ELECTRIC LINE

OVERHEAD ELECTRIC LINE

STORM DRAIN MANHOLE

CLEAN-OUT

HORIZ/VERT CONTROL POINT

SIGN

TREE

SAN. SEWER MANHOLE

D

S x

STORM DRAIN MAIN LINE

SANITARY SEWER MAIN LINE

E

E x u x

W

G x x

SD

SS

x x

UNDERGROUND COMMUNICATION LINE

C u x

UG

OH

OVERHEAD SHIELD WIRE

OHS

LINE LABEL ON UNDERGROUND UTILITY

LINE LABEL ON OVERHEAD UTILITY

LOW WIRE

TOP OF POLE

CO

T.O.P.

L.W.E.

OVERHEAD COMMUNICATION LINE

OHC

GEOGRAPHIC INFORMATION SYSTEM (GIS)

OVERHEAD FIBER OPTIC CABLE

FOC

ELECTRIC PULLBOX

BOLLARD

ABANDONED IN PLACE

(AIP)

C

H

ELECTRIC HANDHOLE

E

PB

UNLEVELED FINISHED FLOOR ELEV.

UFF

SET 1/2" IRON ROD WITH RED CAP

SET 1/2IRWRC

SET MAG NAIL

SET MAG

SET CHISELED "X"

SET CHM

DRAWING IS IN SURFACE FORMAT (US SURVEY FOOT)

SURFACE ADJUSTMENT FACTOR = 1.00015

SURFACE = GRID X 1.00015

PROJECT COORDINATE DATA IS BASE ON "CONTROL POINT 1"

N 6,844,877.91, E 1,556,166.75 (SURFACE)

HORIZONTAL DATUM = NAD83(93) TEXAS STATE PLANE COORDINATE SYSTEM,

ZONE 4202 (SURFACE)

VERTICAL DATUM = NAVD88 G03

CHAINLINK FENCE AROUND BUILDINGS

9101 & 9106 HAVE 3 STRAND BARBED

AND 3 SMOOTH WIRES.

KEY INDEX

NOT TO SCALE

TOP OF COVER

VC

TOP OF VALVE

TV

NORTH

30' 60'0SCALE: 1"=30'

TOPOGRAPHICAL SURVEY SHEET 2 OF 2

GENERAL NOTES ABBREVIATIONS

DEMO DEMOLITION

DIA DIAMETER

DR DRIVE

DYC DOUBLE YARD CLEANOUT

ELEC ELECTRICAL

ELEV. ELEVATION

EDG PAVE EDGE OF PAVEMENT

EDG SDWK EDGE OF SIDEWALK

EOCT END OF CURB TERMINAL

FACP FIRE ALARM CONTROL PANEL

FDC FIRE DEPARTMENT CONNECTION

FF FINISH FLOOR

FH FIRE HYDRANT

FL FLOW LINE

(GIS) GEOGRAPHIC INFORMATION SYSTEM

LE/FE LOW EMITTING FUEL EFFICIENT

ID INSIDE DIAMETER

INV. INVERT

MAX. MAXIMUM

ME MATCH EXISTING

MECH MECHANICAL

MIN MINIMUM

MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

N/A NOT APPLICABLE

(NIC) NOT IN CONTRACT

NO. OR # NUMBER

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OC ON CENTER

OCEW ON CENTER EACH WAY

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

POV PRIVATELY OWNED VEHICLES

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVMT MRKG PAVEMENT MARKING

RE: REFERENCE

SDWLK SIDEWALK

SQ SQUARE

STRUC STRUCTURAL

TBC TOP BACK OF CURB

TOES TOP OF EXISTING SIDEWALK

TOG TOP OF GRADE

TV TOP OF VALVE

TW TOP OF WALL

TYP TYPICAL

VC VALVE COVER

YCO YARD CLEANOUT

CU x

E x

R

M

FDC

FH

SS 6"

SS x

W 3"

Wx

FP 6"

SD 15"

SD x

G 2"

G x

FDC 6"

FH

LEGEND

EXISTING SANITARY SEWER LINE

NEW SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

NEW STORM DRAIN LINE

EXISTING WATER LINE

NEW WATER LINE

FIRE DEPARTMENT LINE

FIRE PROTECTION LINE

EXISTING NATURAL GAS LINE

NEW NATURAL GAS LINE

EXISTING CONCRETE HEADWALL

EXISTING SANITARY SEWER MANHOLE

EXISTING CLEANOUT

YARD CLEANOUT

DOUBLE YARD CLEANOUT

EXISTING GAS VALVE

EXISTING GAS METER

EXISTING WATER VALVE

EXISTING WATER METER

NEW VALVE AND BOX

EXISTING FIRE HYDRANT

NEW FIRE HYDRANT

NEW FIRE DEPARTMENT CONNECTION

NEW POST INDICATOR VALVE

WATER METER WITH VALVE BOX AND LID

GAS REGULATOR/METER

EXISTING CONTOUR

NEW CONTOUR

SPOT ELEVATION WITH SURVEY CONTROL DATA

EXISTING CHAIN LINK FENCE

NEW CHAIN LINK FENCE

EXISTING UNDERGROUND COMMUNICATIONS

NEW UNDERGROUND COMMNICATIONS

EXISTING OVERHEAD ELECTRICAL

NEW UNDERGROUND ELECTRIACL

NEW SIGNAGE

EXISTING TREE

SURVEY CONTROL DATA NUMBER

SURVEY CONTROL DATA

SILT FENCE

STABILIZED ENTRANCE

ROCK BERM

INLET ROCK BERM

DIRECTION OF FLOW

DEMOLISH BUILDING AS NOTED ON PLANS

DEMOLISH ASPHALT PAVEMENT

DEMOLISH CONCRETE CURB AND GUTTER

DEMOLISH CONCRETE SIDEWALK

DEMOLISH CHAIN-LINK FENCE

DEMOLISH UTILITY LINE (TYPE AS NOTED)

NEW BUILDING OUTLINE

GRAVEL PAVEMENT

CONCRETE PAVEMENT

CONCRETE SIDEWALK

CONSTRUCTION LIMITS

1. VERIFY CONDITIONS AND DIMENSIONS RELATING TO THE PROJECT BEFORE COMMENCING WITH THE

WORK.

2. PROMPTLY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES AND/OR CONDITIONS WHICH

PREVENT FULFILLING THE TERMS OF THE CONTRACT.

3. ITEMS AND MATERIALS TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGES TO ITEMS AND MATERIALS THAT REMAIN. SUCH DAMAGES SHALL BE REPAIRED TO THE SATISFACTION

OF THE CONTRACTING OFFICER AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND DISPOSED OF OUTSIDE THE LIMITS OF

GOVERNMENT PROPERTY.

5. THE WORD "REPLACE" MEANS TO REMOVE EXISTING WORK AND PROVIDE NEW WORK AS DETAILED OR

NOTED ON THE DRAWINGS.

6. WORK INDICATED SHALL BE "NEW" WORK UNLESS OTHERWISE INDICATED "EXISTING" OR "EXIST".

7. COORDINATE ACTIVITIES WITH THE CONTRACTING OFFICER DURING CONSTRUCTION. PROVIDE A MINIMUM 14-DAY WRITTEN NOTICE TO THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO

COMMENCING WORK.

8. NOTIFY THE CONTRACTING OFFICER AND THE PROJECT ENGINEER IN WRITING AT LEAST 14 DAYS

BEFORE ANY UTILITY OUTAGE OR ROAD CLOSURE.

9. STOW ALL FLAMMABLE MATERIALS IN ACCORDANCE WITH EM 385-1-1, 15 SEPTEMBER 2008, SECTION 9 OF THE U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EXCEPT FLAMMABLE LIQUIDS SHALL NOT BE STORED ON SITE UNLESS IN AN APPROVED FLAMMABLE STORAGE

LOCKER PER NFPA AND 29 CFR 1910.

10. HAVE ON HAND ALL SAFETY DATA SHEETS (SDS) BEFORE THE MATERIALS ARE BROUGHT ON TO THE PROJECT SITE. AT LEAST TWO COPIES OF EACH SDS SHALL BE FURNISHED TO THE CONTRACTING

OFFICER'S REPRESENTATIVE.

11. OBTAIN ALL REQUIRED FEDERAL, STATE & LOCAL PERMITS REQUIRED FOR THIS PROJECT AT NO

ADDITIONAL COST TO GOVERNMENT. PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES

(BMPs).

12. VISITORS AND STAFF SHALL BE PROTECTED FROM VAPORS AND HEALTH EFFECTS OF PRODUCTS

BEING USED AND/OR REMOVED.

13. COMPLY WITH THE REQUIREMENTS OF NFPA 241 FOR FIRE PREVENTION DURING CONSTRUCTION.

14. DRAINAGE AND DEWATERING: ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL OF

SURFACE WATER, GROUNDWATER AND ANY PERCHED WATER CONDITIONS, WHICH MIGHT BE

ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER TO

SPECIFICATION 31 00 00 EARTHWORK FOR ADDITIONAL REQUIREMENTS.

15. REFER TO MUTCD FIGURE 2A-1 FOR TYPICAL INSTALLATION OF SIGNS, LATERAL LOCATIONS AND

TYPICAL HEIGHTS. ENSURE A MINIMUM OF 6'-0" FROM ANY ROADSIDE OBSTRUCTIONS.

16. CONDITIONS DEPICTED ON THE PLANS ARE WHAT WAS PRESENT AT THE TIME OF SURVEY. OTHER FEATURES MAY HAVE EXISTED IN THE PAST. IF CONCRETE FOUNDATIONS NOT INDICATED TO BE

REMOVED IN THE DEMO PLANS ARE ENCOUNTERED STOP WORK AND NOTIFY THE CONTRACTING

OFFICER.

17. WHEN EXISTING UTILITIES TO REMAIN ARE EXPOSED, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND 7 CES GEOBASE SHOP TO SURVEY ANY EXPOSED UTILITY LINE OR FEATURE BELOW THE SURFACE. IN ADDITION, WHEN NEW UTILITY LINES ARE INSTALLED OR CONSTRUCTED, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND 7 CES GEOBASE SHOP TO SURVEY ALL UTILITY FEATURES BELOW THE SURFACE. THE CONTRACTING OFFICER AND 7 CES GEOBASE SHOP MUST BE CONTACTED 5 DAYS PRIOR TO THE UTILITY LINES BEING BACK-FILLED. 7 CES GEOBASE SHOP MAY BE CONTACTED AT 325-696-5630. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS FOR

EXPOSING NEW UTILITY LINES THAT HAVE NOT BEEN SURVEYED BY 7 CES GEOBASE SHOP.

18. WHEN BONES / ANIMAL REMAINS ARE ENCOUNTERED DURING EXCAVATION, THE CONTRACTOR SHALL TAKE SPECIAL CARE TO RECOVER ANY SKULLS INTERRED ON SITE. THESE SKULLS MAY BE FROM THE REMAINS OF MILITARY WORKING DOGS FROM THE VIETNAM ERA, AND THE AIR FORCE HAS PLANS FOR THESE SKULLS TO BE PERMANENTLY REINTERRED ON ANOTHER SITE. ANY SKULLS RECOVERED DURING EXCAVATION OR ASSOCIATED WORK, SHALL BE HELD IN SAFEKEEPING BY THE CONTRACTOR, UNTIL THEY CAN BE

ACCEPTED BY SECURITY FORCES PERSONNEL AT DYESS AFB.

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

ABBREVIATIONS

NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE PERIOD (.) SEPARATORS.

ABBREV ABBREVIATIONS

(AIP) ABANDONED IN PLACE

ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS

ATFP ANTI-TERRORISM FORCE PROTECTION

B### BUILDING NUMBER

BLVD BOULEVARD

C-C CENTER TO CENTER

CO CLEANOUT

CONST CONSTRUCTION

C I V

N

E R

T

E S

A B

B R

E V

I A

T I O

G

E N

D

C-100

CO

DYC

CU CU

EU EU

C

P

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

F

L

C

U

T

T

E

R

C

U

T

T

E

RC

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

H

A

I N

L

I

N

C

E

C

H

A

I N

L

I

N

C

E

C

H

A

I N

L

I

N

C

E

C

O

N

C

S

I D

E

W

A

L

K

C

H

A

I N

L

I

N

C

E

G

A

T

E

G

A

T

E

A

M

A

S

P

H

A

L

T

A

M

A

S

P

H

A

L

T

B

L

D

G

V

C

L

O

C

K

E

D

F

L

D

R

C

P

S

C

A

R

S

P

A

I

N

T

M

A

R

K

S

D

C

M

P

W x

W x

S

D

R

C

P

E x

E x

E x

O

H

W

I R

E

E x

E x

S

C

A

R

E

C

P

A

I

R

K

S

C

O

N

D

U

I T

O

H

W

I R

E

S

OBEDIENCE COURSE

G

A

T

E

E x

E x

E x

E x

E x

W x

W x

W x

W x

W x

W x

W x

A

M

A

S

P

H

A

L

T

C

U

T

T

E

R

Gx

Gx

Gx

Gx

Gx

G x

G x

G x

G x

G x

G x

/4 " G

A S

L

IN

E

(G

IS

G

N

E

G

I S

G

N

E

S

I

K

N

O

W

N

G

I S

T

N

E

G

I S

W x

W x

W x

W x

W

A

T

N

E

S

I

K

N

O

W

N

G

I S

W

A

T

N

E

S

I Z

E

U

N

K

N

O

W

N

G

I S

C

H

A

I N

L

I N

K

F

E

N

C

E

Wx

Wx

Wx

Wx

Wx

Wx

W

A

T

Z

E

U

N

K

N

O

I

S

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

A

S

P

H

G

R

A

V

T

H

CLEAN OUT

TOP=1767.76

C

L

E

T

T

O

P

CLEAN OUT

TOP=1768.22

OBSTACLE #1

OBSTACLE #2

OBSTACLE #3

OBSTACLE #4

OBSTACLE #5

OBSTACLE #6

OBSTACLE #7

OBSTACLE #8

OBSTACLE #9

OBSTACLE #10

OBSTACLE #11

X

U

F

F

X

U

F

F

B

L

D

G

CLUSTER

TREES

28' DRIP

LINE

A

C

P

O

R

T

W

A

T

E

R

T

A

N

K

C

H

A

I N

L

I N

K

F

E

N

C

E

WOOD

BOX

C

L

E

T

T

O

P

C

L

E

T

T

O

P

A

B

O

V

E

G

R

O

U

N

D

V

A

L

V

E

SAN. SEWER MH

RIM=1766.53

INV.=1761.89 (1)

INV.=1762.28 (2)

INV.=1761.93 (3)

S

A

N

S

E

W

E

R

C

L

A

Y

S

C

L

A

Y

S

C

L

A

Y

COMM. VAULT

TOP=1766.88

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

U G

C O

M M

(G

IS

M

M

G

I S

M

M

G

I S

M

M

G

I S

M

M

G

I S

G x

E

C

P

A

I

R

K

S

G x

G x

A

I

R

K

S

W x

Gx

Gx

Gx

Gx

Gx

Gx

N

E

P

A

I

R

K

S

N

E

P

A

I

R

K

S

S S x

S S x

S S x

S S x

S S x

S

S x

S

S x

S

S x

S

S x

S S x

S S x

CLEAN OUT

TOP=1768.39

SAN. SEWER MH

RIM=1768.30

INV.=1763.01 (1)

INV.=1762.78 (2)

INV.=1762.88 (3)

(3

SAN. SEWER MH

RIM=1766.40

INV.=1763.50 (1)

INV.=1763.55 (2)

INV.=1763.70 (3)

6" S

.S

P V

C

(1

(2

S

S x

6" S

.S

P V

C

S

P

V

C

V

A

U

L

T

L

O

C

K

E

D

VAULT

S

A N

S E

W

E R

TEMP.

SEATING

STANDS

C

O

N

C

R

E

T

E

P

A

R

K

I N

G

S

P

A

C

E

S

A

C

W

A

T

N

E

P

A

I

R

K

S

W

A

T

N

E

P

A

I

R

K

S

T

E

R

L

I

I S

C

O

N

C

C

O

N

C

D

U

M

P

S

T

E

R

F

A

U

C

E

T

MESQUITE BRUSH LINE

M

E S

Q

U

IT

E B

R U

S H

L

IN

E

D

IR

T /G

R A

V E

L P

A T

H

D

IR

T /G

R A

V E

L P

A T

H

OPEN

HOLE

F

L

F

L

C

H

A

I N

L

I N

K

F

E

N

C

E

UNABLE TO

FIND OUTLET

D

R

C

P

S °3

'0

"W

C

H

A

I N

L

I

N

C

E

U

N

A

B

F

I

T

L

E

T

E x

CP 1

SET 1/2IRWRC

N=6844877.91

E=1556166.75

EL=1765.24'

EL=1765.33'

CP 4

SET 1/2IRWRC

N=6844908.80

E=1556486.64

EL=1764.72'

CP 5

SET 1/2IRWRC

N=6844540.83

E=1556251.02

EL=1766.43'

CP 6

G

PB

S

S

PB

PB

S

CO

CO

CO

CO

CO

CO

C

O

N

C

S

I D

E

W

A

L

K

G

A

T

E

U

E

U

E

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

DEMOLISH CONCRETE

SLAB

DEMOLISH CONCRETE

CURB ONLY. GUTTER

TO REMAIN

DEMOLISH

CHAIN-LINK

FENCE

DEMOLISH

CONCRETE

WALK

DEMOLISH

PRE-ENGINEERED

METAL BUILDING

DEMOLISH CHAIN-LINK

FENCE AND CONCRETE

WALL

REMOVE

GATE

N=6844805.87

E=1556430.37

N=6844866.32

E=1556473.04

D E

M O

L I T

I O

N

S

I T

E

P

L A

N

CD101

DEMOLISH ASPHALT

PATH

NORTH

30' 60'0SCALE: 1"=30'

DEMOLITION SITE PLAN

GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE DEMOLITION AND NEW WORK SO THAT THERE IS

NO INTERRUPTION IN DAY TO DAY OPERATIONS TO THE OCCUPANT.

2. DEMOLITION OF BUILDINGS 9101, 9106 AND ALL RELATED ITEMS SHALL BE

DEMOLISHED AFTER COMPLETION OF NEW BUILDINGS.

3. ALL DEMOLITION WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL FEDERAL,

STATE, AND LOCAL CODE REQUIREMENTS AND SPECIFICATION SECTION 02 41 00 -

DEMOLITION.

4. SPECIAL CARE SHALL BE GIVEN TO PROTECT UNDERGROUND UTILITIES IF HEAVY

CRANES AND TRUCKS ARE TO TRAVEL OVER THESE UTILITIES.

5. CUT AND CAP SEWER LINES BEHIND CURB AND ABANDON IN PLACE. WATER AND

GAS LINES SHALL BE CUT AND CAPPED AT MAINS, UNLESS DENOTED TO BE

REMOVED.

6. ALL UTILITY DEMOLITION SHALL BE PRE-COORDINATED WITH THE CONTRACTING

OFFICER TO PREVENT ANY DISRUPTION OF SERVICES TO BUILDINGS THAT ARE TO

REMAIN.

7. INFORMATION ON THIS DRAWING IS BASED UPON A PARTIAL SET OF CONSTRUCTION

DRAWINGS PROVIDED BY THE BASE. DRAWING INFORMATION SHALL NOT

SUPERSEDE ACTUAL CONDITIONS ON SITE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR VISITING THE SITE AND FAMILIARIZING HIMSELF WITH ALL

EXISTING CONDITIONS THAT WILL AFFECT ALL WORK REQUIRED TO ACHIEVE

DEMOLITION TO THE EXTENT INDICATED. IF DISCREPANCIES ARE FOUND STOP

WORK AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL COSTS ASSOCIATED

WITH THE ADDITIONAL PROTECTION MEASURES REQUIRED BY CONSTRUCTION /

DEMOLITION ACTIVITIES TO SAFEGUARD THE HEALTH, SAFETY, AND WELFARE OF

THE PUBLIC.

9. CONTRACTOR SHALL REMOVE AND TRANSPORT ALL DEMOLITION DEBRIS FROM THE

SITE IN COVERED VEHICLES TO AN APPROVED OFF SITE LANDFILL SITE AT NO COST

TO THE GOVERNMENT.

10. CONTRACTOR SHALL TRANSPORT ALL CONSTRUCTION DEBRIS ALONG A ROUTE

APPROVED BY THE CONTRACTING OFFICER AND BASE AUTHORITIES.

11. DEMOLITION METHOD(S) TO BE PROPOSED FOR THE STRUCTURE SHALL TAKE INTO

ACCOUNT THE PROXIMITY OF THE REMAINING BUILDINGS AND SHALL NOT DAMAGE

BUILDINGS TO REMAIN.

12. CONTRACTOR SHALL COORDINATE MAJOR DEMOLITION ACTIVITIES WITH THE

CONTRACTING OFFICER WITH RESPECT TO THE NOISE LEVEL GENERATED BY THE

DEMOLITION PROCESS.

13. REMOVAL / RECOVERY OF REFRIGERANTS: ALL REFRIGERANTS REMOVED UNDER

THIS CONTRACT SHALL REMAIN THE PROPERTY OF THE GOVERNMENT, BE PLACED IN

CYLINDERS APPROVED FOR STORAGE OF SUCH REFRIGERANTS, AND BE

RECOVERED BY OPERATORS TRAINED TO ACCOMPLISH SUCH TASK IN ACCORDANCE

WITH 40 CFR 82. TRAINED OPERATORS SHALL RETAIN PROOF OF REFRIGERANT

RECOVERY CERTIFICATION AT ALL TIMES WHILE PERFORMING RECOVERY

REFRIGERANT OPERATIONS. THE CYLINDERS SHALL BE PROPERLY LABELED AS TO

ITS CONTENTS AND THE DATE OF RECOVERY AS WELL AS BEING MARKED WITH A 6"

WIDE YELLOW BAND APPLIED AROUND THE ENTIRE CIRCUMFERENCE, MEASURED

FROM THE VALVE DOWN THE SIDE OF THE CYLINDER. THE YELLOW BAND WILL

DISTINGUISH RECOVERED REFRIGERANT FROM VIRGIN REFRIGERANT.

14. CONTRACTOR SHALL PERFORM DECONSTRUCTION IN ACCORDANCE WITH

SPECIFICATION SECTION 02 41 00 AND RECYCLE AND REUSE UNCONTAMINATED

INERT MATERIAL IN ACCORDANCE WITH SPECIFICATION SECTION 01 74 19.

15. AFTER REMOVAL OF THE FLOOR SLAB AND GRADE BEAMS / FOOTINGS THE

CONTRACTOR SHALL COMPLY WITH EXCAVATING, BACKFILLING, AND COMPACTING

PROCEDURES FOR SOILS USED AS BACKFILL MATERIAL TO FILL BASEMENTS, VOIDS,

DEPRESSIONS OR EXCAVATIONS RESULTING FROM DEMOLITION OR

DECONSTRUCTION OF STRUCTURES. FILL MATERIAL SHALL BRING GRADE UP TO

MATCH SURROUNDING GRADE. FILL MATERIAL SHALL CONFORM TO THE DEFINITION

OF SATISFACTORY SOIL MATERIAL AS DEFINED IN THE SPECIFICATIONS. IN ADDITION,

FILL MATERIAL SHALL BE FREE FROM ROOTS AND OTHER ORGANIC MATTER, TRASH,

DEBRIS, FROZEN MATERIALS, AND STONES LARGER THAN 2 INCHES IN ANY

DIMENSION. PROPOSED FILL MATERIAL MUST BE SAMPLED AND TESTED BY AND

APPROVED SOIL TESTING LABORATORY. SEED AND WATER THE DISTURBED AREA IN

ACCORDANCE WITH SPECIFICATION SECTION 32 92 19 SEEDING.

16. THIS FACILITY HAS BEEN IDENTIFIED WITH LOW LEVELS OF LEAD-BASED PAINTS AND

ASBESTOS. THE CONTRACTOR SHALL USE WATER SPRAY TO MINIMIZE DEMOLITION

DUST. ALL WORKERS SHALL PROTECT THEMSELVES FROM BREATHING DUST AND

AIRBORNE PARTICLES DURING DEMOLITION.

17. 7CES HVAC SHOP HAS RIGHT OF FIRST REFUSAL TO THE EXISTING HVAC EQUIPMENT,

AND REQUIRES ADVANCE NOTIFICATION PRIOR TO DEMOLITION TO ALLOW 7CES TO

REMOVE EXISTING EQUIPMENT AS REQUIRED.

DEMOLISH

CHAIN-LINK

FENCE FOR

NEW GATE

DEMOLISH EXISTING

UTILITIES TO BLDG

9101 CUT/CAP AT

MAIN

X

X

X

X

X

X

X

X

A

M

A

S

P

H

A

L

T

B

L

D

G

OBEDIENCE COURSE

A

M

A

S

P

H

A

L

T

OBSTACLE #1

OBSTACLE #2

OBSTACLE #3

OBSTACLE #4

OBSTACLE #5

OBSTACLE #6

OBSTACLE #7

OBSTACLE #8

OBSTACLE #9

OBSTACLE #10

OBSTACLE #11

X

U

F

F

CLUSTER

O L D

R A

IL

R

O A

D R

A

IL

SEATING

A

C

C

O

N

C

MESQUITE BRUSH LINE

D

IR

T /G

R A

V E

L P

A T

H

D

IR

T /G

R A

V E

L P

A T

H

G

PB

S

PB

PB

S

RESTRICTED

NO ACCESS

SURVEY CONTROL DATA

POINT NO.

NORTHING

6844936.13

6844913.83

6844840.31

6844862.62

6844852.81

6844831.48

6844837.82

6844788.67

6844778.90

6844777.52

6844788.08

6844790.27

6844786.96

6844778.59

6844777.15

6844773.54

6844802.65

6844806.26

6844807.71

6844792.78

6844798.80

6844767.37

6844807.80

6844828.78

6844861.47

6844964.39

6844908.34

6844887.92

6844810.40

6844805.87

6844840.71

6844868.41

6844870.04

6844896.00

6844903.45

6844917.19

6844920.17

6844932.53

6844941.57

6844932.67

6844951.66

6844921.67

6844918.39

6844914.21

6844908.35

6844912.33

6844886.38

6844888.01

6844860.32

6844866.32

EASTING

1556294.43

1556326.03

1556274.12

1556242.53

1556235.61

1556265.83

1556277.65

1556242.95

1556245.37

1556239.53

1556236.91

1556233.28

1556219.93

1556218.91

1556213.09

1556198.53

1556191.31

1556205.87

1556211.69

1556218.48

1556242.76

1556194.37

1556185.46

1556200.28

1556223.35

1556296.02

1556375.39

1556360.97

1556306.24

1556430.37

1556424.37

1556385.14

1556386.30

1556349.54

1556351.12

1556331.66

1556317.04

1556322.09

1556309.29

1556299.33

1556305.40

1556347.88

1556345.56

1556346.28

1556354.58

1556361.07

1556397.83

1556398.99

1556438.21

1556473.04

RAW DESCRIPTION

FOUNDATION CORNER

FOUNDATION CORNER

FOUNDATION CORNER

FOUNDATION CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

FOUNDATION CORNER

FOUNDATION CORNER

FOUNDATION CORNER

FOUNDATION CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

FENCE INTERSECTION

FENCE CORNER

FENCE INTERSECTION

FENCE INTERSECTION

FENCE CORNER

FENCE CORNER

GATE OPENING

FENCE CORNER

CORNER OF GRAVEL

CORNER OF GRAVEL

CORNER OF GRAVEL

FIRE LANE CORNER

FIRE LANE CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

SIDEWALK CORNER

FIRE LANE CORNER

FIRE LANE CORNER

CORNER OF GRAVEL

CORNER OF GRAVEL

CORNER OF GRAVEL

K

E

N

N

E

L

S

EXERCISE/BREAK

AREA (GRASS)

8' HIGH FE6 CHAIN-LINK FENCE

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

15' x 30' CONCRETE

SLAB FOR STORAGE

UNITS

5' WIDE GATE

(NEW OPENING

AT EXISTING

FENCE)

12' WIDE CONCRETE

SIDEWALK

S U

R V

N

T R

T

A

P

L A

N

CS101

8' HIGH FE6 CHAIN-LINK FENCE

NORTH

30' 60'0SCALE: 1"=30'

SURVEY CONTROL DATA PLAN

5' WIDE

GATE

(TYP)

CONCRETE PAD

SEE STRUC DWGS

6' WIDE CONCRETE

SIDEWALK

RAMP UP

GRAVEL

PAVEMENT

CONCRETE

FIRE LANE

N

C

S

I

D

E

W

A

L

K

TRANSFORMER PAD

SEE STRUC DWGS

6' WIDE CONCRETE

SIDEWALK (TYP)

DOUBLE SWING GATES

(20' WIDE OPENING)

X

X

X

X

X

X

X

C

U

T

T

E

R

C

U

T

T

E

RC

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

H

A

I N

L

I

N

C

E

C

H

A

I N

L

I

N

C

E

C

H

A

I N

L

I

N

C

E

C

O

N

C

S

I D

E

W

A

L

K

A

M

A

S

P

H

A

L

T

A

M

A

S

P

H

A

L

T

B

L

D

G

OBEDIENCE COURSE

A

M

A

S

P

H

A

L

T

C

U

T

T

E

R

C

H

A

I N

L

I N

K

F

E

N

C

E

OBSTACLE #1

OBSTACLE #2

OBSTACLE #3

OBSTACLE #4

OBSTACLE #5

OBSTACLE #6

OBSTACLE #7

OBSTACLE #8

OBSTACLE #9

OBSTACLE #10

OBSTACLE #11

X

U

F

F

CLUSTER

TREES

28' DRIP

LINE

O L D

R A

IL

R

O A

D R

A

IL

TEMP.

SEATING

STANDS

C

O

N

C

R

E

T

E

A

C

C

O

N

C

D

U

M

P

S

T

E

R

MESQUITE BRUSH LINE

M

E S

Q

U

IT

E B

R U

S H

L

IN

E

D

IR

T /G

R A

V E

L P

A T

H

D

IR

T /G

R A

V E

L P

A T

H

OPEN

HOLE

C

H

A

I N

L

I N

K

F

E

N

C

E

C

H

A

I N

L

I

N

C

E

G

PB

S

S

PB

PB

S

G

A

T

E

K

E

N

N

E

L

S

EXERCISE/BREAK

AREA

8' HIGH FE6 CHAIN-LINK

FENCE (TYP)

6' WIDE CONCRETE

SIDEWALK (TYP)

D

E

C

O

N

C

R

E

T

E

S

I

D

E

W

A

L

K

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

FILL IN EXISTING GATE

OPENING WITH 8' HIGH FE6

CHAIN-LINK FENCE WITH 3

STRANDS OF SMOOTH

WIRE ON TOP

FILL IN OPENING FROM

REMOVAL OF FENCE AND

WALL WITH 8' HIGH FE6

CHAIN-LINK FENCE

C-505

C-505

15' x 30' CONCRETE

SLAB FOR STORAGE

UNITS

PROVIDE AND

INSTALL 5' WIDE

GATE (NEW

OPENING AT

EXISTING

FENCE)

12' WIDE

CONCRETE

SIDEWALK

S I T

E

P

L A

N

CS102

CONCRETE PAD

SEE STRUC DWGS

N

C

R

E

T

E

S

I

D

E

W

A

L

K

F

I

R

E

L

A

N

E

C-502

8' HIGH FE6 CHAIN-LINK

FENCE (TYP)

C-505

5' WIDE

GATE

(TYP)

NORTH

30' 60'0SCALE: 1"=30'

SITE PLAN

S-501

CONSTRUCTION

LIMITS

C-505

DOUBLE SWING GATES

(20' WIDE OPENING)

RAMP UP

GRAVEL

PAVEMENT

TRANSFORMER PAD

SEE STRUC DWGS

C-505

C

P

X

X

X

X

X

X

X

X

X

S D x

C

O

N

C

S

I D

E

W

A

L

K

A

M

A

S

P

H

A

L

T

A

M

A

S

P

H

A

L

T

F

L

F

L

F

L

F

L

B

L

D

G

F

L

D

R

C

P

F L

.5

S .D

(C M

P

F

L

S

D

R

C

P

OBEDIENCE COURSE

A

M

A

S

P

H

A

L

T

OBSTACLE #1

OBSTACLE #2

OBSTACLE #3

OBSTACLE #4

OBSTACLE #5

OBSTACLE #6

OBSTACLE #7

OBSTACLE #8

OBSTACLE #9

OBSTACLE #10

OBSTACLE #11

X

U

F

F

CLUSTER

TREES

28' DRIP

LINE

O L D

R A

IL

R

O A

D R

A

IL

TEMP.

SEATING

STANDS

C

O

N

C

R

E

T

E

A

C

C

O

N

C

D

U

M

P

S

T

E

R

MESQUITE BRUSH LINE

M

E S

Q

U

IT

E B

R U

S H

L

IN

E

D

IR

T /G

R A

V E

L P

A T

H

D

IR

T /G

R A

V E

L P

A T

H

OPEN

HOLE

D

R

C

P

F

L

F

L

G

PB

S

S

PB

PB

S

CO

CO

CO

CO

CO

CO

G

A

T

E

M

K

E

N

N

E

L

S

EXERCISE/BREAK

AREA (GRASS)

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

NORTH

30' 60'0SCALE: 1"=30'

GRADING SITE PLAN

G R

A D

I N

G

S

I T

E

P

L A

N

CG101

STOR SLAB

FF=1768.20

1767.90

1766.50

VEGETATED SWALE,

SEE DETAIL 2 ON

THIS SHEET

VEGETATED SWALE,

SEE DETAIL 2 ON

THIS SHEET

SWALE 20' WIDE

1767.83

1768.00

1767.70

1767.00

1767.83

1768.00

VEGETATED SWALE,

SEE DETAIL 2 ON

THIS SHEET

VEGETATED SWALE,

SEE DETAIL 2 ON

THIS SHEET

SCALE: NTS

TYPICAL VEGETATED SWALE

VEGETATED SWALE,

SEE DETAIL 2 ON

THIS SHEET

36.00'

6"

NOTE:SWALES TO BE VEGETATED AFTER THEY ARE CUT

6" COARSE GRAVEL

28.00'

4" MIN. TOP SOIL

C

P

X

X

X

X

X

X

X

X

X

S D x

F

L

C

O

N

C

S

I D

E

W

A

L

K

A

M

A

S

P

H

A

L

T

A

M

A

S

P

H

A

L

T

F

L

F

L

F

L

F

L

B

L

D

G

F

L

F

L

D

R

C

P

F L

.5

S .D

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P

D

C

M

P

F

L

S

D

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C

P

OBEDIENCE COURSE

A

M

A

S

P

H

A

L

T

X

U

F

F

CLUSTER

TREES

28' DRIP

LINE

O L D

R A

IL

R

O A

D R

A

IL

TEMP.

SEATING

STANDS

C

O

N

C

R

E

T

E

A

C

C

O

N

C

D

U

M

P

S

T

E

R

MESQUITE BRUSH LINE

M

E S

Q

U

IT

E B

R U

S H

L

IN

E

D

IR

T /G

R A

V E

L P

A T

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D

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T /G

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OPEN

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F

L

F

L

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C

P

F

L

F

L

PB

S

S

PB

PB

S

G

A

T

E

M

K

E

N

N

E

L

S

EXERCISE/BREAK

AREA

STOR

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

NORTH

30' 60'0SCALE: 1"=30'

STORM WATER POLLUTION PREVENTION PLAN

S T

O R

M

W

A T

L

L U

T I O

N

P R

E V

E N

T I

A

N

CG102

SILT FENCE

C-506

STABILIZED

ENTRANCE

C-506

C

P

X

X

X

X

X

X

X

X

X

S D x

C

U

T

T

E

R

C

U

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T

E

RC

U

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C

U

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C

U

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T

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C

U

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C

U

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T

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C

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C

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A

I N

L

I

N

C

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C

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A

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L

I

N

C

E

C

H

A

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L

I

N

C

E

C

O

N

C

S

I D

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W

A

L

K

A

M

A

S

P

H

A

L

T

A

M

A

S

P

H

A

L

T

B

L

D

G

V

C

L

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C

K

E

D

D

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C

P

S .D

(C M

P

S

C

A

R

S

P

A

I

N

T

M

A

R

K

S

W x

W x

S

D

R

C

P

E x

E x

E x

O

H

W

I R

E

E x

E x

S

C

A

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C

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A

I

R

K

S

C

O

N

D

U

I T

O

H

W

I R

E

S

OBEDIENCE COURSE

E x

E x

E x

E x

E x

W x

W x

W x

W x

W x

W x

W x

A

M

A

S

P

H

A

L

T

C

U

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T

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Gx

Gx

Gx

Gx

Gx

G x

G x

G x

G x

G x

G x

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(G

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G

N

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G

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I

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N

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W

N

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N

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W x

W x

W x

W x

W

A

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N

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I

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N

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W

N

G

I S

W

A

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N

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S

I Z

E

U

N

K

N

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W

N

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I S

C

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A

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I N

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F

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Wx

Wx

Wx

Wx

Wx

Wx

W

A

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E

U

N

K

N

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I

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S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

S

S x

OBSTACLE #1

OBSTACLE #2

OBSTACLE #3

OBSTACLE #4

OBSTACLE #5

OBSTACLE #6

OBSTACLE #7

OBSTACLE #8

OBSTACLE #9

OBSTACLE #10

OBSTACLE #11

CLUSTER

TREES

28' DRIP

LINE

A

B

O

V

E

G

R

O

U

N

D

V

A

L

V

E

SAN. SEWER MH

RIM=1764.96

INV.=1760.32 (1)

INV.=1760.29 (2)

S

A

N

S

E

W

E

R

C

L

A

Y

SAN. SEWER MH

RIM=1766.53

INV.=1761.89 (1)

INV.=1762.28 (2)

INV.=1761.93 (3)

S

A

N

S

E

W

E

R

C

L

A

Y

S

C

L

A

Y

S

C

L

A

Y

COMM. VAULT

TOP=1766.88

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

U G

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IS

M

M

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M

M

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M

M

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M

G

I S

G x

E

C

P

A

I

R

K

S

G x

G x

A

I

R

K

S

W x

W x

Gx

Gx

Gx

Gx

Gx

Gx

N

E

P

A

I

R

K

S

N

E

P

A

I

R

K

S

S S x

S S x

S S x

S S x

S S x

S

S x

S

S x

S

S x

S

S x

S S x

S S x

SAN. SEWER MH

RIM=1768.30

INV.=1763.01 (1)

INV.=1762.78 (2)

INV.=1762.88 (3)

(3

SAN. SEWER MH

RIM=1766.40

INV.=1763.50 (1)

INV.=1763.55 (2)

INV.=1763.70 (3)

6" S

.S

P V

C

(1

(2

S

S x

6" S

.S

P V

C

S

P

V

C

V

A

U

L

T

L

O

C

K

E

D

VAULT

S

A N

S E

W

E R

O L D

R A

IL

R

O A

D R

A

IL

TEMP.

SEATING

STANDS

C

O

N

C

R

E

T

E

W

A

T

N

E

P

A

I

R

K

S

W

A

T

N

E

P

A

I

R

K

S

T

E

R

L

I

I S

D

U

M

P

S

T

E

R

F

A

U

C

E

T

L

I G

L

E

T

O

P

LIGHT POLE

T.O.P.=1804.69

MESQUITE BRUSH LINE

M

E S

Q

U

IT

E B

R U

S H

L

IN

E

D

IR

T /G

R A

V E

L P

A T

H

D

IR

T /G

R A

V E

L P

A T

H

OPEN

HOLE

C

H

A

I N

L

I N

K

F

E

N

C

E

LIGHT POLE

T.O.P.=1804.67

UNABLE TO

FIND OUTLET

D

R

C

P

S °3

'0

"W

C

H

A

I N

L

I

N

C

E

U

N

A

B

F

I

T

L

E

T

E x

G

PB

S

S

PB

PB

S

CO

CO

CO

CO

CO

CO

W

W

W

W

W

W

W

W

W

W

E

U

W

M

F

F

C

U

C

U

C

U

C

U

WATER VALVE

AND BOX

(TYP)

K

E

N

N

E

L

S

FIRE HYDRANT

WITH PIPE

GUARDS

STOR

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

P

O

D

I

C

A

T

O

R

V

A

L

P

E

G

U

A

R

D

S

FIRE DEPARTMENT

CONNECTION WITH

PIPE GUARDS

FIRE HYDRANT

WITH PIPE

GUARDS

YARD HYDRANT

C-503

C-503

C-503

C

U T

I L

I T

Y

S

I T

E

P

L A

N

CU101

NORTH

30' 60'0SCALE: 1"=30'

UTILITY SITE PLAN

C-504

F

H

F

D

C

F

H

DOUBLE YARD

CLEANOUT

DYC

I

N

V

I

N

V

KEY NOTES

2" DOMESTIC WATER METER SERVICE AND BOX

8" x 8" x 6" TEE

8" x 8" x 8" TEE (VERIFY EXISTING PIPE SIZE)

8" x 8" x 6" TEE (ADD REDUCERS FOR 2" LINE)

90° BEND

45° BEND

GAS LINE TEE MATCH EXISTING SIZE AND PROVIDE

REDUCER FOR NEW 1 1/4" LINE.

ROUTE NEW OUTSIDE PLANT CABLING FROM KENNEL

TELECOMM ROOM, THROUGH EXISTING HAND HOLE, AND

THROUGH EXISTING 4" CONDUIT FROM HAND HOLE TO

BUILDING 9106 TELECOMM ROOM.

EXISTING OUTSIDE PLANT TELECOMMUNICATIONS

CONDUIT AND CABLING.

EXISTING PEDESTAL TO REMAIN.

PROVIDE (2) 4" CONCRETE ENCASED, SCHEDULE 40 PVC

CONDUITS FROM EXISTING MANHOLE TO NEW

TELECOMMUNICATIONS ROOM. REFER TO 4/TN501.

TRANSITION TO PVC COATED RGC PRIOR TO SWEEP AT

STUB UP. PROVIDE ONE CONDUIT WITH (3) 1-1/4" INNER

DUCTS. SPLICE 12 PAIR COPPER AND 12 STRAND FIBER

OPTIC CABLING IN EXISTING MANHOLE. PROVIDE NEW

CABLING FROM SPLICE TO NEW TELECOMMUNICATIONS

ROOM.

PROVIDE PAD MOUNTED UTILITY TRANSFORMER. REFER

TO 1/EP501 AND EP601.

PROVIDE (2) 4" PVC SCHEDULE 40 CONDUITS. REFER TO

2/EP501. TRANSITION TO PVC COATED RGC PRIOR TO

SWEEP AT STUB UP. REFER TO EP601 FOR ADDITIONAL

INFORMATION. STUB UP IN EXISTING UTILITY

TRANSFORMER PRIMARY SIDE FOR CABLE CONNECTION

TO FEED THROUGH TAPS.

PROVIDE (2) 4" PVC SCHEDULE 40 CONDUITS. REFER TO

2/EP501. TRANSITION TO PVC COATED RGC PRIOR TO

SWEEP AT STUB UP. REFER TO EP601 FOR ADDITIONAL

INFORMATION.

BORE WATER

LINE

C-507

C-503

EXISTING

PAD-MOUNTED

TRANSFORMER

EXERCISE/BREAK

AREA

C-504

SINGLE YARD

CLEANOUT

C-504

30° BEND

X

X

X

X

X

X

X

C

U

T

T

E

R

C

U

T

T

E

RC

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

U

T

T

E

R

C

H

A

I N

L

I

N

C

E

C

H

A

I N

L

I

N

C

E

C

H

A

I N

L

I

N

C

E

C

O

N

C

S

I D

E

W

A

L

K

A

M

A

S

P

H

A

L

T

A

M

A

S

P

H

A

L

T

B

L

D

G

OBEDIENCE COURSE

A

M

A

S

P

H

A

L

T

C

U

T

T

E

R

C

H

A

I N

L

I N

K

F

E

N

C

E

OBSTACLE #1

OBSTACLE #2

OBSTACLE #3

OBSTACLE #4

OBSTACLE #5

OBSTACLE #6

OBSTACLE #7

OBSTACLE #8

OBSTACLE #9

OBSTACLE #10

OBSTACLE #11

X

U

F

F

CLUSTER

TREES

28' DRIP

LINE

O L D

R A

IL

R

O A

D R

A

IL

TEMP.

SEATING

STANDS

C

O

N

C

R

E

T

E

A

C

C

O

N

C

D

U

M

P

S

T

E

R

MESQUITE BRUSH LINE

M

E S

Q

U

IT

E B

R U

S H

L

IN

E

D

IR

T /G

R A

V E

L P

A T

H

D

IR

T /G

R A

V E

L P

A T

H

OPEN

HOLE

C

H

A

I N

L

I N

K

F

E

N

C

E

C

H

A

I N

L

I

N

C

E

G

PB

S

S

PB

PB

S

CO

CO

CO

CO

CO

CO

G

A

T

E

K

E

N

N

E

L

S

EXERCISE/BREAK

AREA (GRASS)

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

15' x 30' CONCRETE

SLAB FOR STORAGE

UNITS SEE STRUC

DWGS

GRAVEL

PAVEMENT

6' WIDE CONCRETE

SIDEWALK (TYP)

12' WIDE CONCRETE

SIDEWALK

P A

V I N

G

S

I T

E

P

L A

N

CP101

CONCRETE PAD

SEE STRUC DWGS

NORTH

30' 60'0SCALE: 1"=30'

PAVING SITE PLAN

C

FIRE LANE CONCRETE

PAVEMENT

C-502

6' WIDE

CONCRETE

SIDEWALK

N

C

S

I

D

E

W

A

L

K

C-501

TRANSFORMER PAD

SEE STRUC DWGS

6' WIDE CONCRETE

SIDEWALK (TYP)

GENERAL NOTE:

THE MOISTURE CONTENT SHALL BE AT LEAST 1 PERCENT

ABOVE OPTIMUM DURING COMPACTION OF THE RAW

SUBGRADE.

5'-0"

6" RAW SUBGRADE COMPACTED TO AT LEAST 90% OF

MAXIMUM DENSITY (ASTM D 1557)

8" LIME-STABILIZED SUBGRADE COMPACTED TO AT

LEAST 95% OF MAXIMUM DENSITY (ASTM D 1557)

6 1/2" AGGREGATE-BASE COURSE COMPACTED TO

AT LEAST 100% OF MAXIMUM DENSITY (ASTM D 1557)

5'-0"

2'-0" 2'-0"

M

I N

SEE GRADING PLAN FOR SLOPE

EXISTING BITUMINOUS

PAVEMENT

NEW AGGREGATE-BASE COURSE COMPACTED

TO AT LEAST 100% OF MAXIMUM LABORATORY

DENSITY (ASTM D 1557)

NEW LIME-STABILIZED SUBGRADE COMPACTED

TO AT LEAST 95% OF MAXIMUM LABORATORY

DENSITY (ASTM D 1557)

6" RAW SUBGRADE COMPACTED TO

AT LEAST 90% OF MAXIMUM DENSITY

(ASTM D 1557)

EXISTING

UNDERLYING

MATERIAL

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

P A

V I N

G

D

E T

A I L

S

I

C-501

SCALE: NTS

TYPICAL PAVEMENT SECTION

SCALE: NTS

JUNCTURE OF NEW PAVEMENT AND EXISTING FLEXIBLE PAVEMENT

M

I N

20'-0"

24'-0"

O

P

E 4

O

P

E

SAW CUT EXISTING CURB

AT GUTTER LINE

EXISTING CURB

BEYOND

GENERAL NOTE:

THE MOISTURE CONTENT SHALL BE AT LEAST 1 PERCENT ABOVE

OPTIMUM DURING COMPACTION OF THE RAW SUBGRADE.

AS REQUIRED

1/8"

LONGER RUN

OF SIDEWALK

SEE

LAYOUT

PLAN

S E

E

L A

Y O

U T

P L

A N

3'-0"

3'-0"

1'-8"

PREMOLDED EXPANSION

JOINT FILLER (60'-0" O.C.

MAXIMUM)

1/8" R

6" x 6" W2.9 x W2.9

WELDED WIRE MESH

6" RAW SUBGRADE COMPACTED TO AT

LEAST 90% OF MAXIMUM LABORATORY

DENSITY (ASTM D 1557)

6" AGGREGATE-BASE COURSE COMPACTED

TO AT LEAST 100% OF MAXIMUM

LABORATORY DENSITY (ASTM D 1557)

1/2" PREMOLDED

EXPANSION JOINT

FILLER SHALL BE

PLACED PARALLEL

WITH THE LONGER

RUN OF SIDEWALK

CONTRACTION JOINTS

SEE

LAYOUT

PLAN

S E

E

L A

Y O

U T

P L

A N

1/2" PREMOLDED EXPANSION

JOINT FILLER

CONCRETE CAP

PAINT PIPE GUARD LIGHT TAN

(FS 27769) WITH 4" WIDE WHITE

REFLECTIVE TAPE 4" FROM TOP

FINISHED GRADE

6" DIAMETER PIPE FILL SOLID WITH

CONCRETE

3000 PSI CONCRETE

FOOTING

SECTION

CONTRACTION JOINT

EXPANSION JOINT

ELL INTERSECTION

TEE INTERSECTION

JOINT SEALANT

MAX. SPACING

5'-0" O.C.

CONTRACTION

JOINTS

Sheet reference number

Sheet

J

H

O L L A

N D

E

C

H A

V E

Z

E

P

O D

U S

K A

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

D e s i g n e d b y

D w n b y

R e v i e w e d b y

S u b m i t t e d b y

E N

G I N

E E

R

D a t e

S o l

N o

C o n t r

N o

R e v

P l o t s c a l e

P l o t d a t e

F i l e n a m e

C o n t r

N o

D E

S I G

N

F

I L E

Fort Worth District

US Army Corps of Engineers

D A

V

K E

P

E

A

N o

D e s c r i p t i o n D

O

N o

A c t i o n D a t e

1 3 4 5

21 3 4 5

B

C

D

A

B

C

D

W G

B

J A

N

C O

N S

T R

U C

T

M

I L

I T

A R

Y

W

O R

K I N

G

D

C

I L

I T

Y

D Y

E S

S

A

R

S

E

T

X

L

I

C

E N

S

E

D

N

P

R

O

F

E

S

S

I

O

AL

E

N

G

I

N

E

E

R

S

A

X

E

T

FO

E

T

A

T

S

102325

ELLIOT D. PODUSKA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY ELLIOT D. PODUSKA

P.E. 102325 ON 08 JANUARY 2018

B A

D of 74

1/2" ± 1/8"

1 1/4" ± 1/8"

1/8"

P A

V I N

G

D

E T

A I L

S

I I

C-502

PORTLAND CEMENT

CONCRETE

LIME-STABILIZED SUBGRADE COMPACTED

TO AT LEAST 95% OF MAXIMUM

LABORATORY DENSITY (ASTM D 1557)

NON-EXTRUDING

JOINT FILLER 3/4"

MIN. THICKNESS

JOINT

SEALANT

SEPARATING

TAPE

SEPARATING

TAPE

INSERT

MATERIAL

PLUG OR SEAL

RE: SPECS.

NOTE:

1. TRANSVERSE CONSTRUCTION JOINT SHALL BE INSTALLED AT THE END OF EACH DAY'S PAVING OPERATION AND OTHER

POINTS WITHIN A PAVING LANE WHERE THE PLACING OF CONCRETE IS DISCONTINUED A SUFFICIENT LENGTH OF TIME

FOR THE CONCRETE TO START TO SET.

2. FOR DETAILED TREATMENT OF DOWELS, SEE SPECIFICATIONS.

3. MAXIMUM DENSITY IS TO DETERMINED IN ACCORDANCE TO ASTM D 1557.

4. FOR A TRANSVERSE CONSTRUCTION JOINT AT A LOCATION OTHER THAN A REGULARLY SCHEDULED CONTRACTION

JOINT:

A. THE REINFORCEMENT SHALL BE CARRIED THROUGH THE JOINT.

B. DOWELS SHALL NOT BE PAINTED OR OILED.

C. NO GROOVE OR JOINT SEAL NEEDS TO BE PROVIDED.

EXPANSION JOINTS

CONTRACTION JOINT

INSERT TYPE

CONTRACTION JOINT

SAWED TYPE

3/4" ± 1/8"

1/8"

1/2" ± 1/8"

1/8"

1/8" GROOVE

1/8"

1/4"

JOINT

SEALANT

JOINT

SEALANT

1/2" ± 1/8"

3/4" ± 1/8" 3/4" ± 1/8"

1 1/4" ± 1/8"

SCALE: NTS

CONCRETE SIDEWALK INTERSECTION DETAILS

SCALE: NTS

CONCRETE SIDEWALK DETAILS

SCALE: NTS

TYPICAL PIPE GUARD DETAIL

SCALE: NTS

FIRE LANE PAVEMENT SECTION

NO.4 BARS AT 16" O.C.

SCALE: NTS

EXPANSION/CONTRACTION JOINTS OPTIONS

NOTE:

DOWEL REBAR INTO SIDEWALK.

OPEN

6"

TYP.

M I N

I M

U M

N

I M

U M

NOTES:

1. FIRE HYDRANTS MUST FACE THE STREET OR PAVING AND SHALL BE WITHIN 4'-0" TO 7'-0" FROM THE EDGE OF THE PAVEMENT

AND PROTECTED WITH PIPE GUARDS.

2. VALVE AND BOX SHALL BE INSTALLED WITHIN 20' OF HYDRANT.

3. ENSURE THAT THE WEEP HOLES FOR THE FIRE HYDRANT ARE NOT COVERED UP BY THE CONCRETE THRUST BLOCKS.

4. SOIL RESISTIVITY IS APPROXIMATELY 2000 OHMS/CM (FIELD VERIFY).

M

A X

M

I N

I M

U M

1'-4" MIN. SQ.

CONCRETE BLOCK

12" x 12 x 12"

CONCRETE

BLOCK

2'-0" SQ. x 6"

CONCRETE

BLOCK

6" DIA.

WATER MAIN

VALVE BOX

VALVE

GRAVEL

NO. 3 BAR ALL AROUND

(WITH 6" OVERLAP)

FINISHED GRADE

ROUND CONCRETE COLLAR

SEE VALVE BOX DETAIL,

4"

MIN.

M I N

FIRE DEPARTMENT

CONNECTION (2-WAY)

IDENTIFICATION

PLATE

NO. 3 BAR ALL AROUND

(WITH 6" OVERLAP)

6" FIRE DEPARTMENT

CONNECTION LINE

(FDC)

1'-4" MIN. SQ.

CONCRETE BLOCK

GRADE

BLOCKING STONE

BALL VALVE