Drawings_W9126G19B0022.pdf

PDF 24 MB Posted Aug 21, 2019

Attached to: Hood B92060 Renovations Federal contract opportunity
Solicitation number: W9126G19B0022
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

US Army Corps of Engineers ®

CONTRACT NO.:

ISSUE DATE:

M A

R K

D E

S C

N architecture + engineering

SEVEN

GENERATIONS

G-001

B92060

C O

V E

R S

H E

E T

W e s t

F o rt H o o d A re a

S u rv e y R o a d

F O

R T

W O

R T

H D

T F

O R

T H

O O

D T

S E

V E

N G

E N

E R

A T

S A

E E

N A

V E

N U

S U

B K

A L A

M A

Z O

O M

Q G

A E

E P

J K

E E

F E

J B

E R

U L Y

W G

S T

L E

S E

C O

N D

L E

FOR BIDDING AND CONSTRUCTION

R e p a ir o f

A m m o

R D

E F a c il it y

FORT WORTH DISTRICT

17 JULY 2019

West Fort Hood Area, Survey Road

Repair of Ammo RDT&E Facility

B92060

SHEET

NUMBER SHEET TITLE

PUBLISH

ORDER

E-000 ELECTRICAL LEGENDS 160

ED100 LIGHTING DEMOLITION FLOOR PLAN 162

ED110 ELECTRICAL POWER DEMOLITION PLAN 162

E-100 LIGHTING FLOOR PLAN 164

E-110 ELECTRICAL POWER PLAN 164

E-120 ELECTRICAL GROUNDING FLOOR PLAN 164

E-400 ELECTRICAL RISER DIAGRAM 164

E-401 ELECTRICAL ONE-LINE DIAGRAM 164

E-500 ELECTRICAL DETAILS 164

E-600 ELECTRICAL PANEL SCHEDULES 164

E-601 ELECTRICAL PANEL SCHEDULES 164

TN000 COMMUNICATIONS LEGENDS 170

TN100 COMMUNICATIONS FLOOR PLAN 174

TN400 COMMUNICATIONS ENLARGED PLANS 174

TN500 COMMUNICATIONS DETAILS 174

TN501 COMMUNICATIONS DETAILS 174

TN600 COMMUNICATIONS DIAGRAMS 174

SHEET

NUMBER SHEET TITLE

PUBLISH

ORDER

G-001 COVER SHEET 10

G-002 GENERAL NOTES, ABBREVIATIONS 10

G-003 WALL TYPES 10

GC001 LOCATION MAP / HAUL ROUTE 11

VS100 EXISTING CONDITIONS 51

CD100 DEMOLITION PLAN 52

CS100 SITE PLAN 53

CP100 PAVING PLAN 54

CU100 UTILITY PLAN 55

CG100 EROSION CONTROL PLAN 56

C-501 SITE DETAILS 57

C-502 SITE DETAILS 57

C-503 WATER DETAILS 57

C-504 WATER DETAILS 57

C-505 EROSION CONTROL DETAILS 57

S-001 ABBREVIATIONS AND SYMBOL LEGEND 74

S-002 GENERAL STRUCTURAL NOTES 74

S-101 FOUNDATION PLAN 74

S-501 DETAILS AND SECTIONS 74

S-502 DETAILS AND SECTIONS 74

AD101 DEMOLITION PLAN 82

A-101 PROPOSED FLOOR PLAN 84

A-121 REFLECTED CEILING PLAN 84

A-141 ROOF PLAN 84

A-200 EXTERIOR ELEVATIONS 84

A-300 BUILDING SECTIONS 84

A-320 WALL SECTIONS 84

A-400 ENLARGED PLANS 84

A-420 INTERIOR ELEVATIONS 84

A-500 ENLARGED DETAILS 84

A-520 CASEWORK DETAILS 84

A-600 DOOR AND FRAME SCHEDULE 84

A-700 FINISH KEY & SCHEDULE 84

A-701 FINISH PLAN 84

I-101 FURNITURE PLAN 85

I-102 FURNITURE PANEL PLAN 85

I-103 FURNITURE SYSTEMS PLAN 85

F-000 FIRE PROTECTION LEGENDS 120

F-100 LIFE SAFETY FLOOR PLAN 124

F-110 FIRE SPRINKLER FLOOR PLAN 124

F-120 FIRE ALARM FLOOR PLAN 124

F-200 FIRE PROTECTION ENLARGED PLANS 124

F-300 FIRE PROTECTION SECTIONS 124

F-400 FIRE ALARM DIAGRAMS 124

F-500 FIRE PROTECTION - DETAILS 124

F-600 FIRE PROTRECTION SCHEDULES 124

UD100 UTILITIES DEMOLITION SITE PLAN 126

U-100 UTILITIES SITE PLAN 128

P-000 PLUMBING LEGENDS 130

PD100 PLUMBING DEMOLITION PLAN 132

P-100 PLUMBING FLOOR PLAN 134

P-400 PLUMBING RISER DIAGRAM 134

P-500 PLUMBING DETAILS 134

P-600 PLUMBING SCHEDULES 134

M-000 MECHANICAL LEGENDS 150

MD100 MECHANICAL DEMOLITION PLAN 152

M-100 MECHANICAL FLOOR PLAN 154

M-110 MECHANICAL PIPING FLOOR PLAN 154

M-120 MECHANICAL CONTROLS FLOOR PLAN 154

M-500 MECHANICAL DETAILS 154

M-501 MECHANICAL DETAILS 154

M-600 MECHANICAL SCHEDULES 154

M-601 MECHANICAL SCHEDULES 154

M-602 MECHANICAL DIAGRAMS 154

M-603 MECHANICAL DIAGRAMS 154

M-604 MECHANICAL DIAGRAMS 154

ARCHITECTURE STRUCTURE CIVIL M.E.P. & FP

SEVEN GENERATIONS AE

600 East Michigan Avenue, Suite B Kalamazoo, Michigan 49008

Ph: 269.927.0144

GREG GORDON & ASSOCIATES LLC

668 N 44th Street, Suite 300 Phoenix, Arizona 85008

Ph: 602.955.4393

ECKERMANN ENGINEERING, INC.

202 Spring Ho Avenue Lampasas, Texas 76550

Ph: 512.556.8160

CSG, INC.

5202 County Road 7350, Suite A Lubbock, Texas 79424

Ph: 806.748.0040

DRAWING ABBREVIATIONS INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

G-COVER AND GENERAL INFORMATION

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN

SERIES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

U --------------------

UNFIN UNFINISHED

UTIL UTILITY

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

LEGEND

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI

RIGID INSULATION

EXPANDED

POLYSTYRENE RIGID

INSULATION

EXTRUDED

POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GRID / COLUMN

LINE

DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

WALL TYPE

WINDOW TYPE

Room name

101 ROOM NAME/NUMBER

REVISION TAG

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

EGRESS ROUTE ID

AND SECTION

LENGTH

1 HR FIRE

1 HR FIRE/SMOKE WALL

4 HR FIRE

4 HR FIRE/SMOKE WALL

2 HR FIRE

2 HR FIRE/SMOKE WALL

3 HR FIRE

3 HR FIRE/SMOKE WALL

FIRE RATED WALL SYMBOLS:

Room

Rm_Occupancy

150 SF

EGRESS :Egress_ID

Egress_Length

ROOM OCCUPANCY

& AREA

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name

Elevation

FLOOR LEVEL & NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

SHEET KEYNOTE

A-101

Ref

R e f

Ref

R e f

INTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A-101

100000.A

TYP. EQUIPMENT MOUNTING HEIGHTS

SCALE: NONE

GBX

SH1

SPH

CRK SND

CRBG

TP SNR

" 2

M A

TYP. CODE REGULATED MOUNTING HEIGHTS

SCALE: NONE

RECEPTACLE

LIGHT

SWITCH

HVAC

CONTROLS

FIRE

ALARM

FEC

LESS THEN 40#

FEC

GREATER THEN 40#

TEL

RH/CH

NOTE: ITEMS SHOWN ON THIS SHEET ARE NOT

NECESSARILY INCLUDED IN THIS

PROJECT.

MOUNTING HEIGHT GENERAL NOTES:

1. REFER TO SHEET A400 FOR EQUIPMENT

ABBREVIATIONS AND LOCATIONS.

2. REFER TO INTERIOR ELEVATIONS FOR

ADDITIONAL INFORMATION.

4. CONTRACTOR TO VERIFY ALL EQUIPMENT

MOUNTING HEIGHTS WITH OWNER.

5. REFER TO MECHANICAL/ELECTRICAL

DRAWINGS FOR DEVICE MOUNTING

HEIGHTS.

M A

A R

R F

R E

A X

M A

TYP. BARRIER FREE TRANSFER SHOWER

SCALE: NONE

'L' SHAPE FOLDING

SHOWER SEAT AND

SHALL COMPLY

WITH SECTION 610.3

OF ICC/ANSI A117.1

GRAB BAR TO BE

ACROSS CONTROL

AND MEASURE 18"

FROM CONTROL

WALL, TYP.

SHOWER SPRAY UNIT

W/ 59" HOSE AND 24"

HEIGHT ADJUSTABLE

BAR

GRAB

BARS

CONTROLS SHALL BE LOCATED

WITHIN 15" OF EITHER SIDE OF

SHOWER SEAT CENTER LINE

AND PROVIDE MAX WATER TEMP

OF 120°

ACCESSIBLE SHOWER

COMPARTMENTS SHALL

COMPLY WITH SECTION

608 OF ICC/ANSI A117.1

MIN

1' - 6"

M A

GENERAL NOTES:

ACCESSIBLE CONTROLS, OPERATING

MECHANISMS & HARDWARE SHALL COMPLY

WITH SECTIONS 1109.13 OF THE IBC AND

SECTION 309 OF ICC/ANSI A117.1.

ACCESSIBLE SIGNAGE FURNISHED BY OWNER,

SHALL COMPLY WITH SECTIONS 1110 OF THE

IBC AND SECTION 703 OF ICC/ANSI A117.1.

OBSTRUCTED APPROACH

UNOBSTRUCTED APPROACH

SIDE FRONT

M A

20" - 25"

M A

FRONT

M A

20" MAX

SIDE

SIDE FRONT

A X

TYP. BARRIER FREE

TOILET ROOM FIXTURES

SCALE: NONE

5'-0" DIA. CLEAR

FLOOR SPACE

60" WIDE BY 59"

DEEP CLEAR

FLOOR AREA AT

WATER CLOSET

2'-6" x 4'-0"

CLEAR FLOOR

AREA AT SINK

3' - 0"

1' - 6" 3' - 6" 1' - 3" MIN.

TOILET PAPER

GRAB BARS

3' - 6" 1' - 0"

M A

GRAB

BARS

6" 3' - 0"

5' - 0"

M A

* DIMENSION IS TO BOTTOM

OF REFLECTIVE SURFACE

TYP. BARRIER FREE

TOILET ROOM FIXTURES

SCALE: NONE

MIRROR

ELECTRIC WATER

COOLER REQUIREMENTS

SCALE: NONE

ACCESSIBLE HEIGHT ELECTRIC

WATER COOLER

FRONT SIDE

6" 11" MIN

7" MIN

S P

O U

T H

H T

BOTTLE FILLER

S P

O U

T H

H T

V -------------------

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VERT VERTICAL

VT VINYL TILE

VWC VINYL WALL COVERING

W -------------------

W/ WITH

WC WATER CLOSET

WD WOOD

WNDW WINDOW

W. HTR WATER HEATER

W/O WITHOUT

WP WALL PROTECTION

BARRIER FREE INFORMATION

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

N architecture + engineering

SEVEN

GENERATIONS

G-002

B92060

G E

N E

R A

L N

O T

E S

B B

R E

N S

W e s t

F o rt H o o d A re a

S u rv e y R o a d

F O

R T

W O

R T

H D

T F

O R

T H

O O

D T

S E

V E

N G

E N

E R

A T

S A

E E

N A

V E

N U

S U

B K

A L A

M A

Z O

O M

Q G

A E

E P

J K

E E

F E

J B

E R

U L Y

W G

S T

L E

S E

C O

N D

L E

FOR BIDDING AND CONSTRUCTION

R e p a ir o f

A m m o

R D

E F a c il it y

5/8" GYP. BD. (BOTH SIDES) ON

COLD FORMED METAL STUDS

@ 16" O.C. (MAX.). PROVIDE

MOISTURE RESISTANT GYP. BD.

AT ALL WET WALLS

CEILING LINE

REFER TO RCP

FLOOR LINE

UNDERSIDE OF

ROOF DECK

STEEL STUD DEFLECTION

TRACK ANCHORED TO DECK

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

STEEL STUD CHANNEL

RUNNER FASTENED TO FLOOR

PLAN

TYPE STUD SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

BATTS3-5/8" 4-7/8" NONEA1

BACKER ROD AND

SEALANT BOTH SIDES

BACKER ROD AND

SEALANT BOTH SIDES

BATTS6" 7-1/4" NONEA2

ACOUSTICAL BATT

INSULATION

FLOOR LINE

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

TYPE WYTHE SIZE

PARTITION

WIDTH

FIRE RATING

SOUND

ATTENUATION

8" 7-5/8" NONE NONE

CONCRETE MASONRY UNITS

W/ HORIZONTAL JOINT

REINFORCING; REFER TO

STRUCTURAL

PLAN

VERTICAL REINFORCING;

REFER TO STRUCTURAL

1/2" PRE-MOLDED

EXPANSION JOINT FILLER

TOP OF WALL

12'-0" A.F.F.

FLOOR LINE

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

TYPE

PARTITION

WIDTH

FIRE RATING

CAST IN PLACE CONCRETE

WALL; REFER TO STRUCTURAL

PLAN

VERTICAL REINFORCING;

REFER TO STRUCTURAL

1/2" PRE-MOLDED

EXPANSION JOINT FILLER

1 HR.

REFER TO STRUCTURAL FOR

HEAD OF WALL TERMINATION

HORIZONTAL REINFORCING;

REFER TO STRUCTURAL

UNDERSIDE OF CEILING

12'-0" A.F.F.

UL #

K908

5/8" TYPE 'X' GYP. BD. (BOTH

SIDES) ON COLD FORMED METAL

STUDS @ 16" O.C. (MAX.)

CEILING LINE

REFER TO RCP

FLOOR LINE

UNDERSIDE OF

ROOF DECK

STEEL STUD DEFLECTION

TRACK ANCHORED TO DECK

REFERENCE FINISH SCHEDULE

FOR BASE MATERIAL

STEEL STUD CHANNEL

RUNNER FASTENED TO FLOOR

PLAN

TYPE STUD SIZE

PARTITION

WIDTH

FIRE RATING U.L. #

U 4193-5/8" 4-7/8" 1 HR.D1

BACKER ROD AND RATED

SEALANT BOTH SIDES

BACKER ROD AND RATED

SEALANT BOTH SIDES

FIRE CAULK AND COPE

AROUND ALL PENETRATIONS

SOUND

ATTENUATION

BATTS

ACOUSTICAL BATT

INSULATION

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

N architecture + engineering

SEVEN

GENERATIONS

G-003

B92060

W A

L L

T Y

P E

W e s t

F o rt H o o d A re a

S u rv e y R o a d

F O

R T

W O

R T

H D

T F

O R

T H

O O

D T

S E

V E

N G

E N

E R

A T

S A

N A

V E

N U

S U

K A

L A

M A

Z O

O M

Q G

A E

E P

J K

E E

F E

J B

E R

U L Y

W G

S T

L E

S E

C O

N D

L E

FOR BIDDING AND CONSTRUCTION

R e p a ir o f

A m m o

R D

E F a c il it y

1 1/2" = 1'-0"

WALL TYPE A

1 1/2" = 1'-0"

WALL TYPE B

1 1/2" = 1'-0"

WALL TYPE C

1 1/2" = 1'-0"

WALL TYPE D

0 1'6"3" 1' 6"

M A

R K

D E

S C

N D

A T

SHEET ID

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D R

A W

N B

D E

N E

D B

S U

B M

T E

D B

C H

E C

K E

D B

A N

S I 'D

U E D

A T

C O

N T

R A

C T N

S T T

L E

ECKERMANN

ENGINEERING, INC.

TBPE FIRM REGISTRATION NO. F-10496

202 SPRING HO AVENUE

LAMPASAS, TEXAS 76550

PHONE: 512-556-8160

98278

DERREK ECKERMANN

8/19/2019

F O

R T W

O R

T H T

F O

R T W

O R

T H D

T R

K a la m a z o o

M I

M ic h ig a n A v e S u it e B

S E

V E

N G

E N

E R

A T

N S a rc h it e c tu ra l e n g in e e ri n g

R e p a ir o f

A m m o R

D T

E F a c il it y

W e s t F o rt H o o d A re a S u rv e y R o a d

B92060

A E

N A

S H

D E

C K

E R

M A

N N

S E

C O

N D T

L E

1 2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

K E

E F

E R

A U

S O

A T

N N

FOR BIDDING AND CONSTRUCTION

SCALE IN FEET

0 20001000 4000

GC001

STATE ISSUED ID CARD OR DRIVERS LICENSE.

VEHICLES ENTERING THE INSTALLATION MUST BE ABLE TO PRESENT AT A MINIMUM A VALID

THERE ARE NO SPECIAL REQUIREMENTS FOR ENTERING OTHER THAN OCCUPANTS OF 10.

REGISTRATION AND INSURANCE CARD.

TEMPORARY PASS. TO OBTAIN A TEMPORARY PASS A VEHICLE SHALL REQUIRE THE STATE

GAIN ACCESS AT THE GATES THE OPERATOR OF THE VEHICLE MUST BE LISTED ON THE

VEHICLE. PASSES ARE NOT GIVEN TO THE INDIVIDUALS ONLY TO THE VEHICLE. NOTE: TO

VISITOR CENTER LOCATED AT THE MAIN GATE TO OBTAIN A TEMPORARY PASS FOR THEIR

CONSTRUCTION PERSONNEL OPERATING VEHICLES 1 TON OR LESS MAY PROCEED TO THE 9.

GAIN ACCESS AGAIN.

VEHICLE LEAVES THE INSTALLATION IT SHALL HAVE TO GO BACK THROUGH INSPECTION TO

CLARKE ROAD (NORTH) AND U.S. HIGHWAY 190. NO PASS IS ISSUED, HOWEVER ANYTIME THE

TRAILERS/EQUIPMENT MUST ENTER THE COMMERCIAL VEHICLE GATE FOR INSPECTION AT

CONSTRUCTION EQUIPMENT, TRUCKS GREATER THAN 1 TON OR TRUCKS PULLING 8.

OPERATION. INERT MATERIAL WILL BE DISPOSED OF OFFSITE BY THE CONTRACTOR.

GENERAL NOTE 2 ABOVE THE INERT MATERIAL MANAGEMENT UNIT YARD IS NO LONGER IN

SEE SPECIFICATION SECTION 01 35 10.44 - SPECIAL PROJECT PROCEDURES. AS PER 7.

FOR USE OF THE FORT HOOD LANDFILL.

IN THE FORT HOOD LANDFILL. SEE SPECS 01 35 10.00 44, SPECIAL PROJECT PROCEDURES,

COMPOST CENTER ACCEPTS UNPAINTED, NON-TREATED LUMBER WHICH IS NOT PERMITTED 6.

RESPONSIBLITY OF THE CONTRACTOR.

ALL BORROW AREAS SHALL BE LOCATED OFF GOVERNMENT PROPERTY AND SHALL BE THE 5.

CONTRACTOR'S RESPONSIBILTY.

AREAS OTHER THAN NOTED ABOVE ARE LOCATED OFF GOVERNMENT PROPERTY AT THE 4.

FACILITY.

DEMOLISHED ASPHALT MATERIAL WILL BE DISPOSED OF BY THE CONTRACTOR AT OFFSITE 3.

CONTRACTOR AT AN OFFSITE FACILITY.

OPERATION. INERT EARTH MATERIAL AND CONCRETE WILL BE DISPOSED OF BY

ATTACHMENT 01368 THE IMMU RUBBLE PIT NEXT TO THE LANDFILL IS NO LONGER IN

AS PER SPECIFICATION 01 35 10.00 44, SPECIAL PROJECT PROCEDURE FOR FORT HOOD, 2.

FORT HOOD LANDFILL IS NOT AVAILABLE FOR WASTE DISPOSAL.

FOR USE OF THE FORT HOOD LANDFILL. NOTE: AS PER SPECIFICATION PARAGRAPH 1.16 THE

TURKEY RUN ROAD. SEE SPECS SECTION 01 35 10.00 44, SPECIAL PROJECT PROCEDURES

THE FORT HOOD LANDFILL IS LOCATED NEAR THE INTERSECTION OF CLARKE ROAD AND 1.

GENERAL NOTES:

L O

C A

N M

A P /H

A U

L R

O U

T E

"The Drift"

TANK TRAIL

C L

A R

K E R

S H

W STAN SCHLUETER LOOP

S H

US HWY 190

S C

L E

A R C

R E

E K R

O A

US HWY 190

FRONT GATE

HAUL ROUTE

LOCATION

PROJECT

R K

D E

S C

N D

A T

SHEET ID

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D R

A W

N B

D E

N E

D B

S U

B M

T E

D B

C H

E C

K E

D B

A N

S I 'D

U E D

A T

C O

N T

R A

C T N

S T T

L E

ECKERMANN

ENGINEERING, INC.

TBPE FIRM REGISTRATION NO. F-10496

202 SPRING HO AVENUE

LAMPASAS, TEXAS 76550

PHONE: 512-556-8160

98278

DERREK ECKERMANN

8/19/2019

F O

R T W

O R

T H T

F O

R T W

O R

T H D

T R

K a la m a z o o

M I

M ic h ig a n A v e S u it e B

S E

V E

N G

E N

E R

A T

N S a rc h it e c tu ra l e n g in e e ri n g

R e p a ir o f

A m m o R

D T

E F a c il it y

W e s t F o rt H o o d A re a S u rv e y R o a d

B92060

A E

N A

S H

D E

C K

E R

M A

N N

S E

C O

N D T

L E

1 2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

K E

E F

E R

A U

S O

A T

N N

FOR BIDDING AND CONSTRUCTION

SDSD

SS SS

CO CO

A C

LEGEND:

10 20

SCALE IN FEET

VS100

VERTICAL DATUM: NAVD 88

E: 3068175.91

N: 10362679.22

ELEVATION = 1220.79'

NORTHEAST CORNER OF BLDG. #92060.

ASPHALT APPROX. 108.0' NORTH OF THE

BM #3: MAG NAIL WITH WASHER SET IN

E: 3068288.91

N: 10362468.38

ELEVATION = 1222.32'

SIDE OF LIVE OAK TREE (TAG 16155).

BM #2: COTTON SPINDLE SET IN NORTH

E: 3068174.29

N: 10362578.00

ELEVATION = 1221.81'

OF BUILDING #92060.

CORNER OF DROP INLET ON NORTH SIDE

BM #1: SQUARE CUT ON NORTHWEST

BENCHMARK INFORMATION:

ASPHALT PAVEMENT

EXISTING

ASPHALT PAVEMENT

EXISTING

CONCRETE PAVEMENT

EXISTING

BM #1

BM #2

BM #3

REQUIRED PERMITS AND AUTHORIZATIONS, AND COMPLY.

REVIEW THE SITE, DETERMINE THE APPLICABLE REGULATIONS, RECEIVE THE

DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

REGARDING THE DEMOLITION OF OBJECTS ON THE SITE AND THE DISPOSAL OF THE

CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS

EXISTING DUMPSTER PAD

EXISTING CHAIN LINK FENCE

EXISTING EDGE OF ASPHALT

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD ELECTRIC LINE

EXISTING STORM DRAIN

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

CONCRETE PAVEMENT

EXISTING

E X

EX 8" W

E X

EX 8" W

EX 2" W

EX 6" W

EX 12" SD EX 6" SD

E X S

EX 6" SS

E X S

EX 12" SD

E X S

EX 6" SD

E X " S

E X

SKIDS

WOOD SHEDS ON

EXISTING PORTABLE

PAD

EXISTING DUMPSTER

ELECTRIC LINE

EXISTING OVERHEAD TELEPHONE LINE

EXISTING UNDERGROUND

(TYP)

EXISTING WATER VALVE

SEWER LINE

EXISTING SANITARY

SEWER MANHOLE (TYP)

EXISTING SANITARY

ELECTRIC LINE

EXISTING UNDERGROUND

LOADING AREA

EXISTING

EXISTING PARKING

HYDRANT

EXISTING FIRE

EXISTING LOADING AREA

METER

EXISTING ELECTRIC

INDICATOR VALVE

EXISTING POST

(TYP)

EXISTING BOLLARD

POLE (TYP)

EXISTING POWER

(TYP)

EXISTING SIGN

HYDRANT

EXISTING FIRE

HEADWALL

EXISTING

(TYP)

EXISTING TREE

LINE

EXISTING GAS

METER

EXISTING GAS

INLET (TYP)

EXISTING STORM

FIRE LINE

EXISTING 6"

AND HEADWALLS

EXISTING STORM DRAIN

LINK FENCE

EXISTING CHAIN

AND HEADWALLS

EXISTING STORM DRAIN

WATER LINE

EXISTING

WATER LINE

EXISTING 2" DOMESTIC

RECEIVED ELECTRONICALLY JANUARY 2019.

SURVEY INFORMATION PREPARED BY CHAPARRAL PROFFESIONAL LAND SURVEYING, INC., 1.

NOTES:

CONNECTION (FDC)

EXISTING FIRE DEPARTMENT

E X

G C

O N

N S

AND PAD

EXISTING AC

92064

BUILDING

FFE = 1221.86

92060

BUILDING

SURVEY ROAD

R K

D E

S C

N D

A T

SHEET ID

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D R

A W

N B

D E

N E

D B

S U

B M

T E

D B

C H

E C

K E

D B

A N

S I 'D

U E D

A T

C O

N T

R A

C T N

S T T

L E

ECKERMANN

ENGINEERING, INC.

TBPE FIRM REGISTRATION NO. F-10496

202 SPRING HO AVENUE

LAMPASAS, TEXAS 76550

PHONE: 512-556-8160

98278

DERREK ECKERMANN

8/19/2019

F O

R T W

O R

T H T

F O

R T W

O R

T H D

T R

K a la m a z o o

M I

M ic h ig a n A v e S u it e B

S E

V E

N G

E N

E R

A T

N S a rc h it e c tu ra l e n g in e e ri n g

R e p a ir o f

A m m o R

D T

E F a c il it y

W e s t F o rt H o o d A re a S u rv e y R o a d

B92060

A E

N A

S H

D E

C K

E R

M A

N N

S E

C O

N D T

L E

1 2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

K E

E F

E R

A U

S O

A T

N N

SS SS

CO CO

A C

LEGEND:

10 20

SCALE IN FEET

CD100

VERTICAL DATUM: NAVD 88

E: 3068175.91

N: 10362679.22

ELEVATION = 1220.79'

NORTHEAST CORNER OF BLDG. #92060.

ASPHALT APPROX. 108.0' NORTH OF THE

BM #3: MAG NAIL WITH WASHER SET IN

E: 3068288.91

N: 10362468.38

ELEVATION = 1222.32'

SIDE OF LIVE OAK TREE (TAG 16155).

BM #2: COTTON SPINDLE SET IN NORTH

E: 3068174.29

N: 10362578.00

ELEVATION = 1221.81'

OF BUILDING #92060.

CORNER OF DROP INLET ON NORTH SIDE

BM #1: SQUARE CUT ON NORTHWEST

BENCHMARK INFORMATION:

BM #1

BM #2

BM #3

REQUIRED PERMITS AND AUTHORIZATIONS, AND COMPLY.

REVIEW THE SITE, DETERMINE THE APPLICABLE REGULATIONS, RECEIVE THE

DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

REGARDING THE DEMOLITION OF OBJECTS ON THE SITE AND THE DISPOSAL OF THE

CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS

TO REMAIN

EXISTING WATER LINE

E X

EX 8" W

E X

EX 8" W

EX 2" W

EX 6" W

EX 12" SD EX 6" SD

E X S

EX 6" SS

E X S

EX 12" SD

E X S

EX 6" SD

E X " S

E X

ALL SITE ELECTRICAL AND GAS LINES SHALL BE DESIGNED AND INSTALLED BY DOMINION ENERGY.17.

AMERICAN WATER. WATER LINE IMPROVEMENTS ARE INLCUDED FOR REFERENCE ONLY.

ALL WATER AND SANITARY SEWER SITE IMPROVEMENTS SHALL BE DESIGNED AND INSTALLED BY 16.

DURATION OF THE PROJECT.

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION CONTROL MEASURES FOR THE 15.

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING UTILITY MARKS PROVIDED BY THE BASE.14.

CONTRACTOR IS RESPONSIBLE FOR OBTAINING DIG PERMITS AND OUTAGES REQUESTS.13.

LINES.

CONTRACTOR MUST COORDINATE WITH DOMINION ENERGY FOR ALL WORK ON ELECTRIC AND GAS 12.

SUBMITTED BACK TO 802D CES PM.

CONTRACTOR MUST DISPOSE OF MATERIAL AT LICENSED LANDFILL. SIGNED MANIFESTS MUST BE

CES PM. MATERIAL CANNOT BE HAULED OFF UNTIL 802D PM HAS PROVIDED MANIFESTS.

ALL DEMOLISHED MATERIAL TO BE HAULED OFF BASE MUST BE TESTED AND MANIFESTED BY 802D 11.

COMPLETE. CONTRACTOR SHALL VERIFY LOCATION PRIOR TO CONSTRUCTION.

LOCATION OF PUBLIC AND FRANCHISE UTILITIES SHOWN ARE APPROXIMATE AND MAY NOT BE 10.

EROSION CONTROL PLAN AND DETAILS FOR TYPE AND LOCATION.

PERIMETER EROSION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO DEMOLITION. REFERENCE 9.

APPLICABLE REGULATIONS.

ALL ITEMS TO BE REMOVED SHALL BE DISPOSED OFF-SITE IN A MANNER ACCEPTABLE TO ALL 8.

AND DISPOSAL.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION 7.

EXPENSE.

PAVEMENT, ETC., TO REMAIN RESULTING FROM DEMOLITION ACTIVITIES AND REPAIR AT HIS OWN

CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, IRRIGATION LINES, 6.

ARE ALSO TO BE REMOVED.

OTHER HIDDEN STRUCTURES (SUCH AS OTHER LAYERS OF PAVEMENT, BUILDING SLAB, ETC.) THAT

SURFACE PAVEMENT INDICATED HEREON (SUCH AS ASPHALT OR CONCRETE) MAY OVERLAY 5.

NOTED OTHERWISE.

ALL UTILITIES, STRUCTURES, TREES, PAVEMENT, STRIPING, ETC. TO REMAIN IN PLACE UNLESS 4.

ALLOW FOR EXISTING SERVICE LINES TO BE CUT/ CAPPED AT PROPERTY LINE.

ALL EXISTING UTILITY SERVICES TO BE TURNED OFF BY UTILITY FRANCHISE TECHNICIAN TO 3.

WITH THE APPLICABLE UTILITY AGENCIES.

GAS, TELEPHONE, ETC.) WITHIN THE LIMITS OF THE SITE DEMOLITION SHALL BE COORDINATED

REMOVAL OR RELOCATION OF EXISTING PUBLIC AND PRIVATE FRANCHISE UTILITIES (ELECTRIC, 2.

RECEIVED ELECTRONICALLY JANUARY 2019.

SURVEY INFORMATION PREPARED BY CHAPARRAL PROFFESIONAL LAND SURVEYING, INC., 1.

NOTES:

REFER TO MEP PLANS.

DOMINION ENERGY).

REMOVED (COORDINATE WITH

EXISTING GAS METER TO BE

REFER TO MEP PLANS.

WITH DOMINION ENERGY).

BE REMOVED (COORDINATE

EXISTING ELECTRIC METER TO

TO BE REMOVED

EXISTING STRIPING

16'

D E

M O

N P

L A

TO BE REMOVED

CONCRETE PAVEMENT

192 SF OF EXISTING

X X

5 6

9 10

REMOVED FOR WATER LINE

EXISTING CONCRETE TO BE

LINE TO BE ABANDONED IN PLACE

EXISTING 2" DOMESTIC WATER

ABANDONED IN PLACE

EXISTING 6" FIRE LINE TO BE

VALVE TO BE REMOVED

EXISTING POST INDICATOR

CONNECTION (FDC) TO BE REMOVED

EXISTING FIRE DEPARTMENT

POINT NORTHING EASTING

1 3068214.4809

2 3068223.5128

3068213.6075

3068204.5756

3068310.4857

3068313.5050

3068268.1321

3068268.4978

3068217.3007

10 3068227.3789

11 3068220.7740

3068210.684412

10362569.8551

10362556.6481

10362549.8742

10362563.0812

10362526.2273

10362522.5464

10362490.6311

10362497.5419

10362451.6482

10362436.8964

10362432.3825

10362447.1510

REMOVED FOR WATER LINES

EXISTING CONCRETE TO BE

X X

CONCRETE REMOVAL

STRIPING REMOVAL

DEMO APPURTENANCE

EXISTING DUMPSTER PAD

EXISTING CHAIN LINK FENCE

EXISTING EDGE OF ASPHALT

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD ELECTRIC LINE

EXISTING STORM DRAIN

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PAD TO BE REMOVED

EXISTING AC AND CONCRETE

92064

BUILDING

FFE = 1221.86

92060

R K

D E

S C

N D

A T

SHEET ID

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D R

A W

N B

D E

N E

D B

S U

B M

T E

D B

C H

E C

K E

D B

A N

S I 'D

U E D

A T

C O

N T

R A

C T N

S T T

L E

ECKERMANN

ENGINEERING, INC.

TBPE FIRM REGISTRATION NO. F-10496

202 SPRING HO AVENUE

LAMPASAS, TEXAS 76550

PHONE: 512-556-8160

98278

DERREK ECKERMANN

8/19/2019

F O

R T W

O R

T H T

F O

R T W

O R

T H D

T R

K a la m a z o o

M I

M ic h ig a n A v e S u it e B

S E

V E

N G

E N

E R

A T

N S a rc h it e c tu ra l e n g in e e ri n g

R e p a ir o f

A m m o R

D T

E F a c il it y

W e s t F o rt H o o d A re a S u rv e y R o a d

B92060

A E

N A

S H

D E

C K

E R

M A

N N

S E

C O

N D T

L E

1 2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

K E

E F

E R

A U

S O

A T

N N

SS SS

CO CO

VAN

B F P

STORM DRAIN

CLEAN AND FLUSH

BM #3

BM #1

BM #2

LEGEND:

10 20

SCALE IN FEET

VERTICAL DATUM: NAVD 88

E: 3068175.91

N: 10362679.22

ELEVATION = 1220.79'

NORTHEAST CORNER OF BLDG. #92060.

ASPHALT APPROX. 108.0' NORTH OF THE

BM #3: MAG NAIL WITH WASHER SET IN

E: 3068288.91

N: 10362468.38

ELEVATION = 1222.32'

SIDE OF LIVE OAK TREE (TAG 16155).

BM #2: COTTON SPINDLE SET IN NORTH

E: 3068174.29

N: 10362578.00

ELEVATION = 1221.81'

OF BUILDING #92060.

CORNER OF DROP INLET ON NORTH SIDE

BM #1: SQUARE CUT ON NORTHWEST

BENCHMARK INFORMATION:

CS100

FLUSH CULVERT

CLEAN AND

SWING GATE

12' WIDE DOUBLE

CONSTRUCTION/STAGING AREA

FENCE AROUND TEMPORARY

6' TALL TEMPORARY CHAIN LINK

E X

EX 12" SD EX 6" SD

E X " S

E X S

EX 6" SD EX 12" SD

E X S

AREA

CONSTRUCTION / STAGING

TEMPORARY

OF SIDEWALK

BE FLUSH WITH TOP

ADJUST MANHOLE TO

SOLID STRIPE (TYP)

4" SINGLE WHITE

(TYP)

SIDEWALK NEXT TO BUILDING TO SLOPE AT 1.5% MINIMUM AWAY FROM THE BUILDING.10.

ENERGY.

ALL SITE ELECTRICAL AND GAS LINES SHALL BE DESIGNED AND INSTALLED BY DOMINION 5.

BY AMERICAN WATER. WATER LINE IMPROVEMENTS ARE INLCUDED FOR REFERENCE ONLY.

ALL WATER AND SANITARY SEWER SITE IMPROVEMENTS SHALL BE DESIGNED AND INSTALLED 4.

AND TEMPORARY TOILETS INSIDE TEMPORARY CONSTRUCTION/STAGING AREA.

CONTRACTOR SHALL KEEP JOB TRAILER, TEMPORARY PARKING, CON-EX BOXES, DUMPSTER, 3.

PRIOR TO CONSTRUCTION.

AND MAPS. CONTRACTOR SHALL VERIFY SIZE, LOCATION AND ELEVATION OF ALL UTILITIES

ALL EXISTING UTILITY INFORMATION SHOWN PER 811 ONE CALL AND FORT HOOD GIS FILES 2.

RECEIVED ELECTRONICALLY JANUARY 2019.

SURVEY INFORMATION PREPARED BY CHAPARRAL PROFFESIONAL LAND SURVEYING, INC., 1.

NOTES:

2.89'

SOLID STRIPE (TYP)

4" SINGLE WHITE

E P

L A

16'

(SEE DETAIL 7/C-501)

PARKING SPACE

VAN ACCESSIBLE ABA

(SEE DETAIL 9/C-501)

WHEEL STOP (TYP)

(SEE DETAIL 8/C-501)

HANDICAP PARKING SIGN

(SEE DETAIL 1/C-501)

CONCRETE PAVEMENT

EXISTING DUMPSTER PAD

EXISTING CHAIN LINK FENCE

EXISTING EDGE OF ASPHALT

EXISTING OVERHEAD ELECTRIC LINE

EXISTING STORM DRAIN

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

10.77'

58.41'

5.5'

17.87'

(SEE DETAIL 4/C-501)

SIDEWALK

(SEE DETAIL 4/C-501)

SIDEWALK

5.17'

(SEE SHEETS F-110 AND U-100 FOR DETAILS)

REFER TO MEP AND FIRE PROTECTION PLANS.

PROTECTION.

24' DIA WATER STORAGE TANK FOR FIRE

(SEE SHEET C-504 FOR DETAILS)

SEE TRENCH RESTORATION DETAILS.

CONCRETE TO BE REPLACED

(SEE SHEET C-504 FOR DETAILS)

SEE TRENCH RESTORATION DETAILS.

CONCRETE TO BE REPLACED

(SEE SHEET S-101)

REFER TO STRUCTURAL PLANS.

CONCRETE STOOP

(SEE SHEET S-101)

REFER TO STRUCTURAL PLANS.

CONCRETE STOOP

(SEE SHEET C-502 FOR DETAILS)

PERSONNEL GATE

7' TALL CHAIN LINK FENCE WITH 4'

(SEE DETAIL 4/C-502)

(SEE SHEETS M-110 AND S-502 FOR DETAILS)

REFER TO MEP AND STRUCTURAL PLANS.

CONCRETE PAD FOR MECHANICAL EQUIPMENT.

SURVEY ROAD

92060

BUILDING

FFE = 1221.86

92064

BUILDING

R K

D E

S C

N D

A T

SHEET ID

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D R

A W

N B

D E

N E

D B

S U

B M

T E

D B

C H

E C

K E

D B

A N

S I 'D

U E D

A T

C O

N T

R A

C T N

S T T

L E

ECKERMANN

ENGINEERING, INC.

TBPE FIRM REGISTRATION NO. F-10496

202 SPRING HO AVENUE

LAMPASAS, TEXAS 76550

PHONE: 512-556-8160

98278

DERREK ECKERMANN

8/19/2019

F O

R T W

O R

T H T

F O

R T W

O R

T H D

T R

K a la m a z o o

M I

M ic h ig a n A v e S u it e B

S E

V E

N G

E N

E R

A T

N S a rc h it e c tu ra l e n g in e e ri n g

R e p a ir o f

A m m o R

D T

E F a c il it y

W e s t F o rt H o o d A re a S u rv e y R o a d

B92060

A E

N A

S H

D E

C K

E R

M A

N N

S E

C O

N D T

L E

1 2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

K E

E F

E R

A U

S O

A T

N N

F P

SS SS

CO CO

X X

1221.801221.80

1221.86

1221.72

±1221.45

MATCH EXISTING

±1221.49

MATCH EXISTING

±1221.51

MATCH EXISTING

X X

±1221.70

MATCH EXISTING

±1221.47

MATCH EXISTING

X X

1221.86

TS 1221.77TS 1221.68

TC ±1221.26

TS 1221.68

TC ±1221.31

TS 1221.70

1221.86

±1221.07

MATCH EXISTING

±1221.06

MATCH EXISTING

TS 1221.72

TS 1221.82

TW 1221.22

TS 1221.80

TW 1221.15

TS 1221.70

TC ±1221.02

TW 1221.64

TC ±1221.03

TW 1221.62

1221.72

TS 1221.80

TS 1221.82

BM #1

XSLOPE

P A

G P

L A

SLOPE

(SEE DETAIL 6/C-501)

PARKING SPACE

VAN ACCESSIBLE ABA

(SEE DETAIL 7/C-501)

HANDICAP PARKING SIGN (SEE DETAIL 1/C-501)

CONCRETE PAVEMENT

L O

P E

EXPANSION JOINT

16'

LEGEND:

CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

ANY DEVIATION FROM THIS JOINTING PLAN SHALL BE APPROVED BY THE ENGINEER AND THE 12.

EXISTING AND PROPOSED PAVEMENT.

FOR PROPOSED PAVEMENT. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN

CONTRACTOR SHALL SAW CUT AND REMOVE PAVEMENT AS NEEDED TO PROVIDE A SQUARE EDGE 11.

SIDEWALK NEXT TO BUILDING TO SLOPE AT 1.5% MINIMUM AWAY FROM THE BUILDING.10.

CROSS-SLOPE.

ALL SLOPES ALONG ACCESSIBLE ROUTES SHALL NOT EXCEED 5.0% LONGITUDINALLY AND 2.0% IN

ALL SLOPES WITHIN ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2.0% IN ALL DIRECTIONS. 8.

ELEVATIONS SHOWN ARE TO FINISHED GRADES INCLUDING ANY TOPSOIL, GRASS, ETC.7.

CONTRACTOR TO ENSURE A MINIMUM OF 5% SLOPE AWAY FROM BUILDING FOR A MINIMUM OF 10'.6.

CONTRACTOR TO COORDINATE GRADES WITH ARCHITECTURAL PLANS.5.

GROUND SURFACES ALONG ACCESSIBLE ROUTES MUST BE STABLE, FIRM, AND SLIP RESISTANT.4.

RAMP IS 30 INCHES.

THE MAXIMUM SLOPE OF A RAMP IN NEW CONSTRUCTION IS 1:12. THE MAXIMUM RISE FOR ANY 3.

SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCEED 1:20 UNLESS DESIGNED AS A RAMP.2.

RECEIVED ELECTRONICALLY JANUARY 2019.

SURVEY INFORMATION PREPARED BY CHAPARRAL PROFFESIONAL LAND SURVEYING, INC., 1.

NOTES:

VERTICAL DATUM: NAVD 88

E: 3068175.91

N: 10362679.22

ELEVATION = 1220.79'

NORTHEAST CORNER OF BLDG. #92060.

ASPHALT APPROX. 108.0' NORTH OF THE

BM #3: MAG NAIL WITH WASHER SET IN

E: 3068288.91

N: 10362468.38

ELEVATION = 1222.32'

SIDE OF LIVE OAK TREE (TAG 16155).

BM #2: COTTON SPINDLE SET IN NORTH

E: 3068174.29

N: 10362578.00

ELEVATION = 1221.81'

OF BUILDING #92060.

CORNER OF DROP INLET ON NORTH SIDE

BM #1: SQUARE CUT ON NORTHWEST

BENCHMARK INFORMATION:

FFE = 1221.86

2% MAX

A X

2% MAX

CP100

P A

G P

L A

(SEE DETAIL 4/C-501)

SIDEWALK

(SEE DETAIL 4/C-501)

SIDEWALK

BM #2

TS 1221.80

TW 1221.22

TC ±1221.26

5 10

SCALE IN FEET

PAVEMENT

EXISTING CONCRETE

FLUSH TRANSITION TO

PAVEMENT

EXISTING CONCRETE

STEPPED TRANSITION TO

CONCRETE PAVEMENT

STEPPED TRANSITION TO EXISTING

TOP OF EXISTING CONCRETE

TOP OF SIDEWALK

TOP OF STOOP

CONTRACTION JOINT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

2 @ 5.39'

(SEE DETAIL 5/C-501)

CONTRACTION JOINT

(SEE SHEET S-101)

REFER TO STRUCTURAL PLANS.

CONCRETE STOOP

(SEE SHEET S-101)

REFER TO STRUCTURAL PLANS.

CONCRETE STOOP

(SEE SHEET S-101)

REFER TO STRUCTURAL PLANS.

CONCRETE STOOP

92060

FFE = 1221.86

R K

D E

S C

N D

A T

SHEET ID

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D R

A W

N B

D E

N E

D B

S U

B M

T E

D B

C H

E C

K E

D B

A N

S I 'D

U E D

A T

C O

N T

R A

C T N

S T T

L E

ECKERMANN

ENGINEERING, INC.

TBPE FIRM REGISTRATION NO. F-10496

202 SPRING HO AVENUE

LAMPASAS, TEXAS 76550

PHONE: 512-556-8160

98278

DERREK ECKERMANN

8/19/2019

F O

R T W

O R

T H T

F O

R T W

O R

T H D

T R

K a la m a z o o

M I

M ic h ig a n A v e S u it e B

S E

V E

N G

E N

E R

A T

N S a rc h it e c tu ra l e n g in e e ri n g

R e p a ir o f

A m m o R

D T

E F a c il it y

W e s t F o rt H o o d A re a S u rv e y R o a d

B92060

A E

N A

S H

D E

C K

E R

M A

N N

S E

C O

N D T

L E

1 2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

K E

E F

E R

A U

S O

A T

N N

SS SS

CO CO

F P

BM #3

BM #1

BM #2

10 20

SCALE IN FEET

VERTICAL DATUM: NAVD 88

E: 3068175.91

N: 10362679.22

ELEVATION = 1220.79'

NORTHEAST CORNER OF BLDG. #92060.

ASPHALT APPROX. 108.0' NORTH OF THE

BM #3: MAG NAIL WITH WASHER SET IN

E: 3068288.91

N: 10362468.38

ELEVATION = 1222.32'

SIDE OF LIVE OAK TREE (TAG 16155).

BM #2: COTTON SPINDLE SET IN NORTH

E: 3068174.29

N: 10362578.00

ELEVATION = 1221.81'

OF BUILDING #92060.

CORNER OF DROP INLET ON NORTH SIDE

BM #1: SQUARE CUT ON NORTHWEST

BENCHMARK INFORMATION:

CU100

LEGEND:

10 20

SCALE IN FEET

" W

E X

EX 8" W

EX 2" W

E X S

E X

EX 12" SD

E X " S

EX 6" SD

E X S

EX 6" SS

E X S

EX 6" SD EX 12" SD

ENERGY.

ALL SITE ELECTRICAL AND GAS LINES SHALL BE DESIGNED AND INSTALLED BY DOMINION 17.

LINE INSTALLATION.

CONTRACTOR SHALL USE RESTRAINED JOINTS IF VERTICAL BENDS ARE USED IN WATER 16.

FORMAT TO AMERICAN WATER FOR INCLUSION IN ITS GIS SYSTEM.

SERVICES AND ALL OTHER WATER CHANGES MUST BE SUBMITTED IN ELECTRONIC

UPON COMPLETION OF THE PROJECT, AS-BUILT PLANS SHOWING THE LOCATIONS OF THE 15.

FEDERAL LAWS.

AND ENSURE ALL AC PIPE IS DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND

CONTRACTOR SHALL ASSUME ALL EXISTING WATER LINES ARE ASBESTOS CEMENT PIPE 14.

FORT HOOD - JULY 2014 EDITION.

DESIGN GUIDE AND TECHNICAL SPECIFICATIONS WATER AND WASTEWATER FACILITIES

ALL MATERIALS, WORKMANSHIP, AND TESTING SHALL CONFORM WITH AMERICAN WATER'S 13.

AMERICAN WATER.

TESTING AND MAIN DISINFECTION AND AFTER MAIN HAS BEEN FOUND ACCEPTABLE BY

ALL SERVICE CONNECTIONS ARE TO BE MADE WET AFTER COMPLETION OF PRESSURE 12.

AMERICAN WATER STANDARD SPECIFICATIONS.

DISINFECTION OF ALL WATER MAINS SHALL BE PERFORMED IN ACCORDANCE WITH 11.

LIMITATIONS FOR SERVICE INTERRUPTIONS.

AND CONTRACTOR SHALL COORDINATE AND FOLLOW THESE AMERICAN WATER

WATER HAS CONTRACT LIMITATIONS ON PROVIDING NOTICE TO AFFECTED CUSTOMERS

CONNECTIONS WITH AMERICAN WATER. CONTRACTOR IS ADVISED THAT AMERICAN

CONTRACTOR TO COORDINATE ALL UTILITY SERVICES TO BE TURNED OFF AND UTILITY 10.

SHALL BE COORDINATED WITH AMERICAN WATER.

REMOVAL OR RELOCATION OF EXISTING WATER LINES WITHIN THE LIMITS OF THE SITE 9.

SCH 40 PVC PIPE.

WATER LINES 4" AND BIGGER TO BE AWWA C900 DR 18 PVC. PIPES SMALLER THAN 4" TO BE 7.

WITH NEC TO INSURE COMMUNICATION LINES / HUBS ARE NOT DISTURBED.

PRIOR TO BEGINNING ANY EXCAVATION, CONTRACTOR MUST CONTACT AND COORDINATE 6.

ACTIVITIES.

ALL BUILDINGS SHALL REMAIN IN SERVICE DURING ALL WATER LINE REPLACEMENT 5.

MANAGER PRIOR TO ANY CONSTRUCTION STARTING OR INSPECTIONS NEEDED.

CONTRACTOR SHALL PROVIDE 72 HOURS NOTICE TO THE AMERICAN WATER UTILITY 4.

WATER SPECIFICATIONS AND DETAILS AND TCEQ REQUIREMENTS.

METER, SHALL BE INSTALLED BY AMERICAN WATER IN ACCORDANCE WITH AMERICAN

WATER LINE IMPROVEMENTS OUTSIDE OF 5' FROM THE BUILDING, INCLUDING THE WATER 3.

PRIOR TO CONSTRUCTION.

AND MAPS. CONTRACTOR SHALL VERIFY SIZE, LOCATION AND ELEVATION OF ALL UTILITIES

ALL EXISTING UTILITY INFORMATION SHOWN PER 811 ONE CALL AND FORT HOOD GIS FILES 2.

RECEIVED ELECTRONICALLY JANUARY 2019.

SURVEY INFORMATION PREPARED BY CHAPARRAL PROFFESIONAL LAND SURVEYING, INC., 1.

NOTES:

EXISTING DUMPSTER PAD

6" WATER LINE

EXISTING CHAIN LINK FENCE

EXISTING EDGE OF ASPHALT

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING GAS LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD ELECTRIC LINE

EXISTING STORM DRAIN

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

(BY DOMINION ENERGY)

REFER TO MEP PLANS

INSTALL ELECTRIC METER

U T

Y P

L A

(BY DOMINION ENERGY)

REFER TO MEP PLANS

INSTALL GAS METER

(BY AMERICAN WATER)

DOMESTIC WATER LINE

INSTALL 124 LF OF 2"

(BY AMERICAN WATER)

SLEEVE AND VALVE

INSTALL 8" X 6" TAPPING

" W

DOMESTIC WATER LINE

INSTALL 8 LF OF 2"

REFER TO MEP PLANS

MOUNTED ON BUILDING WALL

POST INDICATOR VALVE

(BY AMERICAN WATER)

FIRE LINE

INSTALL 88 LF OF 6"

6" FIRE LINE

INSTALL 113 LF OF

FIRE LINE

INSTALL 65 LF OF 6"

6" FIRE LINE

INSTALL 60 LF OF

LINES BETWEEN BACKFLOW PREVENTER AND BUILDING.

CONTRACTOR TO INSTALL ALL FIRE PROTECTION WATER 3.

MAIN THROUGH BACKFLOW PREVENTER.

AMERICAN WATER TO INSTALL 6" FIRE LINE FROM EXISTING 2.

EXISTING MAIN THROUGH WATER METER.

AMERICAN WATER TO INSTALL DOMESTIC WATER LINE FROM 1.

KEY NOTES:

1 2

REFER TO MEP PLANS

MOUNTED ON BUILDING WALL

FIRE DEPARTMENT CONNECTION

(SEE SHEETS F-110 AND U-100 FOR DETAILS)

REFER TO MEP AND FIRE PROTECTION PLANS.

PROTECTION.

24' DIA WATER STORAGE TANK FOR FIRE

(BY AMERICAN WATER)

(SEE DETAIL 6/F-500)

REFER TO MEP PLANS

BACKFLOW PREVENTER

(BY AMERICAN WATER)

DETAILS)

(SEE SHEET C-503 FOR

SLEEVE AND VALVE

INSTALL 8" X 2" TAPPING

(SEE SHEET C-504 FOR DETAILS)

TRENCH RESTORATION DETAILS.

CONCRETE TO BE REPLACED. SEE

(SEE SHEET C-504 FOR DETAILS)

TRENCH RESTORATION DETAILS.

CONCRETE TO BE REPLACED. SEE

(SEE SHEET C-503 FOR DETAILS)

WATER VALVE

(BY AMERICAN WATER)

(SEE SHEET C-503 FOR DETAILS)

REFER TO MEP PLANS

INSTALL WATER METER

SURVEY ROAD

FFE = 1221.86

92060

BUILDING

92064

R K

D E

S C

N D

A T

SHEET ID

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D R

A W

N B

D E

N E

D B

S U

B M

T E

D B

C H

E C

K E

D B

A N

S I 'D

U E D

A T

C O

N T

R A

C T N

S T T

L E

ECKERMANN

ENGINEERING, INC.

TBPE FIRM REGISTRATION NO. F-10496

202 SPRING HO AVENUE

LAMPASAS, TEXAS 76550

PHONE: 512-556-8160

98278

DERREK ECKERMANN

8/19/2019

F O

R T W

O R

T H T

F O

R T W

O R

T H D

T R

K a la m a z o o

M I

M ic h ig a n A v e S u it e B

S E

V E

N G

E N

E R

A T

N S a rc h it e c tu ra l e n g in e e ri n g

R e p a ir o f

A m m o R

D T

E F a c il it y

W e s t F o rt H o o d A re a S u rv e y R o a d

B92060

A E

N A

S H

D E

C K

E R

M A

N N

S E

C O

N D T

L E

1 2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

K E

E F

E R

A U

S O

A T

N N

SS SS

CO CO

F P

BM #3

BM #1

BM #2

LEGEND:

10 20

SCALE IN FEET

VERTICAL DATUM: NAVD 88

E: 3068175.91

N: 10362679.22

ELEVATION = 1220.79'

NORTHEAST CORNER OF BLDG. #92060.

ASPHALT APPROX. 108.0' NORTH OF THE

BM #3: MAG NAIL WITH WASHER SET IN

E: 3068288.91

N: 10362468.38

ELEVATION = 1222.32'

SIDE OF LIVE OAK TREE (TAG 16155).

BM #2: COTTON SPINDLE SET IN NORTH

E: 3068174.29

N: 10362578.00

ELEVATION = 1221.81'

OF BUILDING #92060.

CORNER OF DROP INLET ON NORTH SIDE

BM #1: SQUARE CUT ON NORTHWEST

BENCHMARK INFORMATION:

CG100

32 92 19.

ALL DISTRUBED AREAS OUTSIDE OF PAVEMENT SHALL BE REVEGETATED PER SPECIFICATION 7.

DIRECTED BY THE FORT HOOD INSPECTOR.

AS IRRIGATION TRUCKS AND MULCHING AS PER FORT HOOD REQUIREMENTS, OR AS

CONTRACTOR SHALL UTILIZE DUST CONTROL MEASURES DURING SITE CONSTRUCTION SUCH 6.

HOOD AND TCEQ RULES AND REGULATIONS.

SEDIMENTATION CONTROLS ON SITE TO KEEP PROJECT IN-COMPLIANCE WITH THE FORT

FORT HOOD AND TCEQ INSPECTORS HAVE THE AUTHORITY TO ADD AND/OR MODIFY EROSION/ 5.

NEEDS TO BE STABILIZED BY REVEGETATION, MULCH, TARP, OR REVEGETATION MATTING.

IF DISTURBED AREA IS NOT TO BE WORKED ON FOR MORE THAN 14 DAYS, DISTURBED AREA 4.

THROUGHOUT CONSTRUCTION.

PROVIDE ADDITIONAL SILT FENCE ALONG THE DOWNSTREAM SIDE OF THESE AREAS

CONTRACTOR SHALL PROVIDE TEMPORARY STAGING AND SPOILS AREA AS NEEDED AND 3.

FENCE, HAY BALE DIKE, ROCK BERM, ETC.)

CONTRACTOR SHALL DEWATER EXCAVATED AREAS USING AN APPROVED METHOD (I.E. SILT

CONTRACTOR IS RESPONSIBLE FOR DEWATERING OF WORK AREAS. WHEN REQUIRED 2.

RECEIVED ELECTRONICALLY JANUARY 2019.

SURVEY INFORMATION PREPARED BY CHAPARRAL PROFFESIONAL LAND SURVEYING, INC., 1.

NOTES:

AREA

CONSTRUCTION / STAGING

TEMPORARY

E R

O S

N C

O N

T R

O L P

L A

GRATE INLET PROTECTION

CHAIN LINK FENCE

ROCK BERM

SILT FENCE

LIMITS OF CONSTRUCTION

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

SILT FENCE

EROSION CONTROL QUANTITIES

LIMITS OF CONSTRUCTION AC

ROCK BERM 32

1.45

EAGRATE INLET PROTECTION 2

(SEE DETAIL 2/C-504)

ROCK BERM

(SEE DETAIL 4/C-504)

GRATE INLET PROTECTION (TYP)

(SEE DETAIL 1/C-504)

SILT FENCE (TYP)

92064

BUILDING

FFE = 1221.86

92060

C-501

N.T.S.

3' -0

HANDICAPPED PARKING DETAIL

T O E

D G

E O

F P

V M

PAINT WHITE

PAINT BLUE

10"

18"R

12"

20"

" T

Y P

9°

C PARKING STALLL

W/2 VARIES

SPACE WIDTH

W = PARKING

VAN

STRIPING

4" WIDE WHITE

N.T.S.

CONTRACTION JOINT IN CONCRETE PAVEMENT

1/2"

SAW JOINT

SPECIFICATIONS

ACCORDANCE WITH THE

JOINT SEALANT IN

1/4 DEPTH

"T" = THICKNESS OF PAVEMENT

N.T.S.

EXPANSION JOINT IN CONCRETE PAVEMENT

2' - 0"

1' - 4"

11" 2"

"T" = THICKNESS OF PAVEMENT

DOWEL BASKETS

FROM SURFACE

SELF-LEVELING SEALANT RECESSED 1/8"

1/2" EXP. JOINT URETHANE

ON ONE (1) FOOT CENTERS

TO FIT DOWEL AND INSTALLED

DOWEL SLEEVE (CLOSED END)

SUPPORTED BY DOWEL BASKETS

REINFORCING BARS SHALL BE

16" SLEEVE OR DOWEL. DOWELS AND

12" O.C.

24" NO. 5 SMOOTH DOWEL

2 3

ITEM 247, TYPE A, GRADE 1)

6" BASE COURSE (TXDOT

STRENGTH AT 28 DAYS

650 PSI MINIMUM FLEXURAL

CONCRETE PAVEMENT

N.T.S.

CONCRETE PAVEMENT SECTION

NO. 4 @ 16" O.C.E.W.

COMPACTED RAW SUBGRADE

SEE PLAN FOR WIDTH

N.T.S.

" :1'-0"4

1SLOPE:

COMPACTED SUBGRADE

BROOM FINISH

6 X 6 - W2.9 X W2.9 WWF

4" CONCRETE SIDEWALK

JOINTS TO BE INSTALLED AS SHOWN ON PLANS.11.

DENSITY (MIN.), ASTM D-1557.

SUBGRADE BELOW SIDEWALKS TO BE COMPACTED TO 90% MAXIMUM LABORATORY 10.

REINFORCEMENT BARS TO BE GRADE 60.9.

SLOPE OF GREATER THAN 1:50 IN ANY DIRECTION.

LANDINGS ARE REQUIRED AT ALL CHANGES IN DIRECTION. LANDINGS SHALL NOT HAVE A

ACCESSIBLE ROUTES MUST HAVE A CROSS-SLOPE NO GREATER THAN 1:50. 5' X 5' 8.

ADJACENT TO CURBS TO BE SLOPED AT 2% MAX TOWARDS CURB OR AS SHOWN ON PLANS.

SIDEWALKS TO BE INSTALLED PER GRADES AS SHOWN ON THE PLANS. SIDEWALKS 7.

INSTALL EXPANSION JOINTS IN ACCORDANCE WITH THE SPECIFICATIONS.6.

SIDEWALKS TO BE FINISHED IN ACCORDANCE WITH THE SPECIFICATIONS.5.

SEAL JOINTS IN ACCORDANCE WITH THE SPECIFICATIONS.4.

CONTRACTION JOINT IN SIDEWALKS @ 5' O.C.

PROVIDE CENTERLINE JOINTS IN SIDEWALKS WIDER THAN 8'. FORM A SAW TRANSVERSE 3.

EXISTING SIDEWALKS TO BE REMOVED AND REPLACED AS SHOWN ON PLANS.2.

ALL CONCRETE TO BE 3500 PSI MIN. COMPRESSIVE STRENGTH AT 28 DAYS.1.

SIDEWALK GENERAL NOTES:

EXISTING CONCRETE

ADJACENT TO

MATERIAL WHERE

EXPANSION JOINT

Z Z

TYPICAL CONCRETE WALK DETAILS

EXPANSION JOINT

CONTRACTION JOINT

SPEC. SS-S-1401

ASTM D 1850 OR FED.

CONFORMING TO

JOINT SEALER

1/2"

" R8

1/8"

TO ASTM D1751 OR D1752

JOINT FILLER CONFORMING

PREMOLDED EXPANSION

PARKING

RESERVED

ACCESSIBLE

VAN

A B

O V

E F

A L G

R A

D E

3'-0" MIN.

MIN. ALL SIDES

N.T.S.

HANDICAP SIGN DETAIL

N.T.S.

PRECAST CONCRETE WHEEL STOP

6'- 0"

4-1/2"

6'- 0"

4-1/2"

2-1 H

OLE

81/2"

2-7/8"

SECTION

HOLE W/ MORTAR

" DEEP 2

1SEAL

2-#3 REBARS

NOTES:

DEVICES (MUTCD)

UNIFORM TRAFFIC CONTROL

1. REFERENCE MANUAL ON

PAVEMENT

CONCRETE

PC CONC.

3000 PSI

STEEL POLE

3" GALVANIZED

18" X 12"

HANDICAP SIGN

LONG

#6 @ 2'-6"

WHEEL STOP

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EITHER 90º OR AND OBTUSE ANGLE.

CONTRACTION JOINTS SHALL NOT END IN AN ACUTE ANGLE. THEY SHALL BE 9.

PAVEMENT TO HAVE A LIGHT BROOM FINISH.8.

PAVEMENT.

INSTALL EXPANSION JOINTS WHERE MEETING ALL STRUCTURES OR EXISTING 7.

WITHOUT RAVELING PAVEMENT, SPACED LONGER THAN 15'.

CONTRACTION JOINTS TO BE SAWED AS SOON AS POSSIBLE AFTER POURING 6.

LEAST 95% LABORATORY DENSITY, ASTM D-1557.

NEW BASE SHALL BE TXDOT ITEM 247, TYPE A, GRADE 1, COMPACTED TO AT 5.

DURING COMPACTION OF THE RAW SUBGRADE.

THE MOISTURE CONTENT SHALL BE AT LEAST 1 PERCENT ABOVE OPTIMUM 4.

MAXIMUM LABORATORY DENSITY, ASTM D-1557.

PROOF ROLL THE EXISTING SUBGRADE MATERIAL. DENSITY TO MEET 95% 3.

MATERIALS EXCEED 6" IN THICKNESS.

CONTRACTOR SHALL MATCH EXISTING PAVEMENT SECTION IF EXISTING 2.

ALL CONCRETE TO BE 650 PSI MINIMUM FLEXURAL STRENGTH AT 28 DAYS.1.

CONCRETE PAVING GENERAL NOTES:

N.T.S.

TYPICAL CONCRETE SIDEWALK TRANSITION DETAIL

EXPANSION JOINT (TYP)

12"

@ 3.5" SPACED 12" O.C.

18" NO. 5 SMOOTH DOWELS

STRUCTURAL PLANS.

REFER TO

CONCRETE STOOP

CONCRETE SIDEWALK

6" MIN (SEE NOTE 2)

(M A X

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SHEET ID

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L E

ECKERMANN

ENGINEERING, INC.

TBPE FIRM REGISTRATION NO. F-10496

202 SPRING HO AVENUE

LAMPASAS, TEXAS 76550

PHONE: 512-556-8160

98278

DERREK ECKERMANN

8/19/2019

F O

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O R

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F O

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O R

T H D

T R

K a la m a z o o

M I

M ic h ig a n A v e S u it e B

S E

V E

N G

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A T

N S a rc h it e c tu ra l e n g in e e ri n g

R e p a ir o f

A m m o R

D T

E F a c il it y

W e s t F o rt H o o d A re a S u rv e y R o a d

B92060

A E

N A

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L E

1 2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

K E

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A U

S O

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N N

C-502

SCALE: NOT TO SCALE

TRUSS ROD AND BAND

SCALE: NOT TO SCALE

FASTENING DETAILS

CONCRETE BASE

CORNER, END, OR PULL POST

TOP TENSION WIRE

BRACE RAIL

LINE POST

(9 GAUGE, 2" MESH)

BOTTOM OF FABRIC

LINE POST

HOG RINGS (TYP.)

CHAIN-LINK FABRIC

TRUSS ROD

(3/8" MIN. DIA.)

10 MAXIMUM

'-4

" M

CLIPS (TYP.)

TIE WIRES OR

'-5

" M

LINE POSTS TO BE EQUALLY SPACED

10 MAXIMUM

WIRE

TENSION

10" MIN. DIA.

HOG RINGS (TYP.)

TIE WIRES OR

5" ( 127 MM ) MIN. IN GROUND

FINISH GRADE

" F

A B

A X

U M

'-4

" M

12" DIA.

GATE LEAF

4 GATE OPENING

2.875" O.D.

GATE POST

TENSION WIRE

FINISH GRADE

NON-SECURE SIDE ELEVATION

" F

A B

A X

U M

BRACE RAIL (TYP.)

EQUAL.

BY TRU-CLOSE OR APPROVED

HINGE AS MANUFACTURED

HEAVY DUTY ROUND POST

12" MIN. DIA.

TRUSS ROD

LOCKABLE LATCH BRACE RAIL (TYP.)

1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF

THE FENCE ALIGNMENT.

NOTES:

TUBULAR - ROUND 1.66" O.D.

2.375" O.D.

TWB - TENSION WIRE TOP AND BOTTOM

FENCE LEGEND:

BRACE RAILS

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 84"

2.875" O.D.

STEEL POST SCHEDULE

USE AND SECTION

PERSONNEL GATE POSTS

CORNER, END, PULL &

LINE POSTS AND GATE FRAME

TUBULAR - ROUND

SCALE: NOT TO SCALE

TRUSS ROD AND BAND

CONCRETE BASE

5% MIN.

( 3/8" MIN. DIA. )

TRUSS ROD

SCALE: NOT TO SCALE

FASTENING DETAILS

TENSION BAND

BRACE RAIL CLAMP DETAILS

TRUSS ROD (3/8" MIN. DIA.)

END OR GATE POST DETAIL

FROM BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4"

TENSION BAND

FABRIC

TENSION BAR

CARRIAGE BOLT

TENSION BAND DETAIL

TENSION WIRE

FABRIC

FABRIC LINK

ENGAGE EACH

TENSION BAR TO BRACE RAIL ATTACHMENT

(12" O.C. MAX.)

9-GAGE TIE WIRES

FABRIC

LINE POST ATTACHMENTS

OF FABRIC)

AND WITHIN 4" FROM BOTTOM

TIE WIRE (15" O.C. MAXIMUM

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N.T…

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