090204C-01.pdf

OF

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

T I N

K E

R

A

I R

F

O R

C E

B

A S

E

O

K L

A H

O M

A

P R

O J E

T

N

F O

R M

A T

I O

N

Q P r o j e c t D

E S

I G

N s

S u p p o r t

D r a w i n g s

D E

S I G

N

F

I L

E

L

O C

A T

I O

N

R E

V I S

I O

N S

M A

R K

D E

S I G

N

G

R O

U P

D R

A W

N

B

Y

C H

E C

K E

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

D E

S C

R I P

T I O

N

2 3 4

E

D

C

B

A

M A

N A

G E

M E

F O

R M

A T

I O

N

1 2

E

D

C

B

A

I S

S U

E

D

A T

E

SHEET

SHEET NUMBER

S H

E E

T

T

I T

L E

D M

A G

D

C

R U

Z

M

A

L E

Z

H

E N

S O

N

D

W W

Y K

A

R E

P A

R

H

A

V Y

M

T

A L

B

A S

I N

F A

C I L I T

Y

I W

P

B

C01

C I V

L

L

G

E N

D

A

N D

A B

B R

E V

I A

T I O

N S

AS-BUILTS

FLOW IN DIRECTION OF ARROW

RISER DOWN (ELBOW)

GATE VALVE

DESCRIPTION

CHECK VALVE

RISER UP (ELBOW)

SYMBOL

ROOF DRAIN LINE

G

RD

DESCRIPTION

ST

CM

SYMBOL

FIRE HYDRANT

SQ FT or SF

MISC MISCELLANEOUS

EL

ELEC

EMER

EQUIP

EST

ENGR

EXP

EXIST

EXT

EXP JT EXPANSION JOINT

EXTERIOR, EXTERNAL

EXPOSED

EXISTING

ELECTRIC, ELECTRICAL

EQUIPMENT

ESTIMATE

ENGINEER

ELEVATION

EMERGENCY

MODEL, MODIFY

NOT TO SCALE

NO. or #

NOM

NTS

NUMBER

NOMINAL

MOD

MTG

NORTH

NIPPLENIP

N

N

MOUNTED

DET

DIAG

DN

DIM

DWG

EA

E/E

DIA or 0

E

E

DRAWING

END TO END

EACH

EAST

DOWN

DETAIL

DIAGRAM

DIAMETER

DIMENSION

CONT

CONST

CTR

CU

CM

DEPT

DEG or ^

CU IN or CI

CU FT or CF

CONTR

D

CUBIC FOOT OR FEET

CUBIC INCH OR INCHES

DEGREE

DEPARTMENT

CENTER

CUBIC

CONTINUE

CONSTRUCTION

CONTRACTOR

MAX

MED

MECH

MET

MATL

METAL

MANHOLE

MINIMUMMIN

MH

MEDIUM

MAXIMUM

MATERIAL

MECHANICAL

M or K THOUSAND

M

JUNCTION BOX

LABORATORY

POUND, POUNDS

LAB

LB

LONG

LINEAR FEETLF

LG

ANGLE

L

JOINTJT

JB

W

YS YIELD STRENGTH

WI WROUGHT IRON

WATER METER

YD

Y

YARD

WT

W/O

WM

WEIGHT

WITHOUT

WDW WINDOW

W

W/ WITH

VOL VOLUME

VERT

VEL

VERTICAL

VELOCITY

V

THICK, THICKNESS

TEMPERATURE

THK

THRU

TEMP

THD

THROUGH

THREAD

T

SPECIFICATIONS

STANDARD

SQUARE FOOT OR FEET

SQUARE INCH OR INCHES

STAINLESS STEEL

STRUCTURAL

STA STATION

SUP

STRUCT

STD

SUPPLY

SQ IN

SS

SPEC

SQ SQUARE

FTF FACE TO FACE

CFS

CIP

CIR

C

CONC

CONN

COL

C TO C

C

CAST IRON PIPE

CIRCLE,CIRCULAR

CONCRETE

COLUMN

CONNECTION

CENTER LINE

CENTER TO CENTER

CUBIC FEET PER SECOND

ASSY

AVG

BLDG

BLW

BOP

BOT

B

BELOW

BOTTOM

BUILDING

ASSEMBLY

AVERAGE

INTERIOR, INTERNAL

INCH, INCHES

INVERT ELEVATION

INSIDE DIAMETER

I

INT

INVERT

J

INV

IN

ID

IE

HGT

HORZ

HEIGHT

HORIZONTAL

GALLON, GALLONS

GALLONS PER MINUTE

NATURAL GAS

GPM

HEADHD

H

GUTTER

GRADEGR

GAL

GALV

GAUGE

GALVANIZED

GA

G

G

ABV

AFF

ADJ

APPD

ALT

APPROX

A

ABOVE FINISH FLOOR

APPROVED

ALTERNATE

APPROXIMATE

ADJUSTABLE

ABOVE

FLOOR MOUNTED

FEET PER SECOND

FL MTD

FPS

FROM

FOOT, FEET

FR

FT

FIGURE

FINISH

FLOORFL

FIN

FIG

FDN FOUNDATION

F

PLMB PLUMBING

SEWER CAST IRON PIPE

SCHEDULE, SCHEDULED

SIM

SO

SEW

SIMILAR

SHUT OFF

SEWER

SCH

SEC

SECT

SCI

SECOND

SECTION

S

S SOUTH

POUNDS PER SQ INCH ABSOLUTE

ROOF DRAIN

REFERENCE, REFER

RECTANGULAR

REQ'D

REF

REQUIRED

RED

RECT

RD

REDUCER

PNEUMATIC

PRESSURE REDUCING VALVE

POUNDS PER SQ INCH GAGE

POUNDS PER SQUARE INCH

R

R

RADIUS

PERCENT

PSIG

PSIA

PSI

PRV

PNEU

PERPENDICULAR

PERFORATEDPERF

PLAT

PL

PERP

PH

PLATE

PLATFORM

PHASE

PAR

P

ORIG

OZ

PARALLEL

ORIGINAL

OUNCE

ON CENTER

OUTSIDE DIAMETER

OPP

OPNG

OD

OC

OPENING

OPPOSITE

O

S Y M B O L S L E G E N D

SD

W

UE

OE

FENCE

CA

JP

SS

IW

TEE CONNECTION

"Y" TYPE

BTWN BETWEEN

L

COMMUNICATION

FLOW LINEFL

G

IW INDUSTRIAL WASTE

PROPOSEDPROP

SD STORM DRAIN

VF VERTICAL FEET

WATER

STM STEAM

TOP OF CURB

TYP TYPICAL

TOP OF RIM

TOP OF GUTTER

ROUND, DIAMETER0

RIGHT OF WAYROW

TOC

TOG

TOR

PVC

PVI

PVT END OF THE VERTICAL CURVE

THE INTERSECTION OF THE TWO

TANGENTS

VPI VERTICAL POINT OF INTERSECTION

Dc DEGREE OF CURVE

Lc LENGTH OF CURVE

PC POINT OF CURVATURE

PI INTERSECTION

PT POINT OF TANGENT

T TANGENT

INTERIOR ANGLE

CL CENTERLINE

K or M

K

THOUSAND

KICK PLATEKP

FW

SANITARY SEWER LINE

ABANDONED LINE

COMPRESSED AIR LINE

COMMUNICATION LINE

FIRE PROTECTION WATER LINE

NATURAL GAS LINE

INDUSTRIAL WASTE LINE

FUEL LINE

OVERHEAD ELECTRIC LINE

STORM DRAIN LINE

STEAM LINE

UNDERGROUND ELECTRIC LINE

WATER LINE

PROJECT BOUNDARY LINE

PROPERTY LINE

RAILROAD

DITCH

R R

RAIL ROAD SIGNAL

MANHOLE

SIGN

J

JUNCTION BOX

MW

MONITORING WELL

VALVE

PS PUMP STATION

METER

HEADWALL

HANDICAP CHAIR SYMBOL

CORE DRILL HOLE UNDRILLED

CO

STRAIGHT AND TURN ARROW

STRAIGHT DIRECTION ARROW

PARKING TURN ARROW

CORE DRILL HOLE DRILLED

CONIFEROUS TREE

GENERIC TREE

CLEAN OUT

DROP/AREA INLET

CURB/AREA INLET

NORTH ARROW

KEY NOTE

REVISION TAG

C I V I L A B B R E V I A T I O N S

EXISTING LINE

NEW LINE

SECONDARY CONTROL PT

PRIMARY CONTROL PT

EXISTING SPOT ELEVATION

NEW SPOT ELEVATION

GENERAL NOTE

HORIZONTAL CURVE DATA

Dc = _________

R = _________

Lc = _________

L = _________

H. CURVE #_

DESIGN SPEED =

P.I. = ___________

P.I. N = _________

P.I. E = _________

BEGINNING OF PROJECT

END OF PROJECTEOP

GENERAL CIVIL NOTES:

1. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION

OF ALL DIMENSIONS, MEASUREMENTS AND LOCATION OF EXISTING FACILITIES, UTILITIES, EQUIPMENT

AND OTHER EXISTING CONDITIONS WHICH MAY AFFECT CONSTRUCTION.

2. COORDINATES SHOWN ARE NAD83 STATE PLANE, OKLAHOMA NORTH ZONE. VERTICAL CONTROL IS

NAVD88. HORIZONTAL AND VERTICAL DATUM ARE BASED ON TINKER AFB MONUMENTATION.

3. THE CONTRACTOR SHALL PROTECT ALL STORM WATER INLETS DURING CONSTRUCTION.

4. ALL REMOVED MATERIALS SHALL BE DISPOSED OF OFF BASE UNLESS NOTED OTHERWISE.

5. DAMAGE CAUSED BY THE CONTRACTOR TO EXISTING PAVEMENT OR STRUCTURES TO BE LEFT IN

PLACE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE

WITH THE SPECIFICATIONS AND/OR DRAWINGS.

A-1

SCALE: 1/4"=1'-0"

DRAWING NAME

DWG NUMBER

SHEET DWG

SHOWN

DWG SCALE

DWG NAME

DRAWING TITLE

S-2

DIRECTION TAKEN

SECTION NUMBER

SHEET SECTION

SHOWN

SECTION REFERENCE

IAW IN ACCORDANCE WITH

RCP

RCB

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE BOX

HDPE HIGH DENSITY POLYETHELYNE

POLYVINYL CHLORIDE

CGMP CORRUGATED METAL PIPE

CICI CAST IRON CURB INLET