210364_Attach2_Drawings.pdf

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DATE:

DATE:

DATE:

INDUSTRIAL HYGIENE:

DATE:

PROJECT DRAWING INDEX SIGNATURES

CORROSION ENGINEER: (CECE)

CE OPERATIONS: (CECO)

COMMUNICATIONS: (COMM)

CHIEF ENGINEER DIR: (CECE)

CHIEF DESIGN BRANCH: (CECE)

DESIGN MANAGER: (CECE)

ZONE MANAGER:

CONSTRUCTION MANAGEMENT: (CECE)

ENVIRONMENTAL:

BASE CIVIL ENGINEER: (CE)

FIRE DEPARTMENT

GENERAL1. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES

OR COMPANIES IS FOR THE PURPOSE OF ESTABLISHING

MINIMUM QUALITY STANDARDS, IDENTIFICATION AND

GUIDANCE AND IS NOT INTENDED TO LIMIT SELECTION OF

OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED

THE SPECIFIED ITEMS IN TERMS OF PHYSICAL

PROPERTIES, INCLUDING, COLOR RANGE, FINISH,

DURABILITY, APPEARANCE, PERFORMANCE

CHARACTERISTICS, AND OTHER FACTORS. OTHER

PRODUCTS, MATERIALS, COLORS AND SYSTEMS, MAY BE

SUBMITTED FOR EVALUATION AND

APPROVAL/DISAPPROVAL BY THE CONTRACTING OFFICER.

2. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE

CONSIDERED AS A WHOLE IN THAT THE GENERAL

CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE

RESPONSIBLE FOR THE INFORMATION PRESENTED ON ALL

SHEETS ON THE SET OF DRAWINGS AND ALL SECTIONS OF

THE SPECIFICATIONS.

3. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL

CONSTRUCTION FENCING AND BARRICADES AS REQUIRED

TO PROTECT CONSTRUCTION MATERIAL AND TO PREVENT

ANY UNAUTHORIZED PERSONNEL FROM ENTERING THE

CONSTRUCTION SITE.

4. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES

CAUSED BY CONSTRUCTION TRAFFIC OR ANY

CONSTRUCTION OPERATION SHALL BE REPAIRED OR

REPLACED BY THE CONTRACTOR TO MATCH OR EXCEED

EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE

GOVERNMENT.

5. ALL WORK NOTED & LOCATED IN THESE DOCS SHALL BE

UNDERSTOOD BY THE CONTRACTOR TO REQUIRE ALL NEW

LABOR & MATERIALS UNLESS SPECIFICALLY NOTED TO BE

"EXISTING" OR "BY OTHERS".

WWYK210364

CONSTRUCT LOADING DOCK

& DOCK LEVELER, B3113

KEY PLAN:

GENERAL NOTES:

DISCIPLINE

PROJECT

LOCATION

1 G-101 GENERAL NOTES & VICINITY MAP

SHT.SEQ. SHEET TITLE

OF

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SHEET

SHEET NUMBER

SH

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TI

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

DESIGN

CONCEPT

W W

YK

CO

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AP

01 05

C-101 AERIAL IMAGE WITH UTILITIES

C-100 CIVIL SYMBOLS LEGEND AND ABBREVIATIONS

C-102 CIVIL DEMOLITION AND NEW WORK PLAN

5 A-101 ARCHITECTURAL NEW WORK PLAN

R U

N W

AY

8/

RUNWAY 13/31

TA

XI

W

AY

G

TAXIW

AY H

TAXIWAY B

TAXIWAY C

TAXIWAY M

TA

XI

W

AY

K

TAXIWAY E

TAXIWAY A

TA

XIW

AY E

E

TAXIWAY F

TAXIWAY D

TAXIWAY E

TAXIWAY J

TA

XI

W

AY

G

TAXIWAY A

TAXIW

AY H

TAXIWAY C

TAXIWAY D

TAXIWAY EE

TAXIWAY F

Elm C reek

Crutcho Creek

Kuhlman Creek

Soldier Creek

Kuhlman Creek

Elm C reek

East Crutcho Creek

Elm Creek

El m

C re ek

Elm Creek

Elm C reek

Elm CreekElm C reek

Ku hlm an C re ek

Ea st

C ru tc ho

C re ek

Elm C ree k

West Crutcho Creek

W es t C ru tc ho

C re ek

Elm Creek

Soldier Creek

Elm C reek

Soldier CreekSoldier Creek

Ea st

C ru tc ho

C re ek

Elm Creek

Ea st

C ru tc ho

C re ek

East C rutcho C reek

Soldier Creek

So ld ie r C re ek

East C rutch o Creek

Soldier C reek

Soldier C reek

So ld ie r C re ek

East Crutcho Creek

416506

21222121

59475946

11401128

62540

61089

838837

62509

62528

62523

62501X

43774

62512

62516

62525

3592135916

99999

62543

32101

71086

53902

50414

55300

56601

930G

948-E

911-E

948-W

61019

911-W

33001

35913

62501

65672

930S

45134

43609

42116

62517

62515

62526

62527

62503

62513

61289

62542

62501OK

11289

62501

15930

15908

15904

15904

15908

15908

15904

15904

15908

62502

41046

62501

62514

62501

61018

71089

45134

96022

43120

41157

44045

45815

40592

43610

62522

41163

15930

15930

11824

Arnold St.

Ea st

D r.

SE 74th St

SE 59th St.

Ai r D ep ot

Patrol Rd.

St af f D r.

Reserve Rd.

5th Ave

"A " A ve

M un iti on s R d.

W ar eh ou se R d.

"B " A ve

7th St.

"H " A ve

M cN ar ne y Av e.

Mitchell Ave

Al er t R d.

Co ok

A ve

W es t D r.

"E "A ve

Extender Dr.

Sentry Rd.

34th St.

Twining Dr.

5th Ave.

Jo ne s

Globemaster Dr.

To w er R d.

Vanaman Rd.

In du st ria l B lv d.

So ut h St

1st St.

Do ol itt le

A ve

Pi cn ic R d.

Ja m es D r.

W ol fe D r.

Ai r D ep ot

Ai r D ep ot

"D " A ve

Perimeter Rd.

Rapcon Rd.

Reserve Rd

"L " A ve

Mercury Rd.

1st St.

Br ow n Dr

Po nd

R d.

O ld

A ir

De po t

Airey Dr.

Bradley Dr.

Entrance Road "C"

Entrance Road "A"

"C " A ve

"C " A ve

Vandenberg Dr.

Hi llt op R d.

Do rm ito ry

R d.

Dormitory Rd.

"M " A ve

Chennault Dr.

M itc he ll A ve

Spaatz Dr.

Co m m od ity D r.

Doolittle Ave

W hi te D r.

3rd Ave.

"D " D riv e

Ba ll

Pa rk

R d.

Joint STARS Dr.

Ai r D ep ot

B lv d

Turbine Dr. Turbine Dr.

Central Plant Dr.

6th St.6th St.

Falco n Dr.

Blackb ird

Dr.

W ey la nd

L oo p

Pegasus Dr.

Thunderbolt D r.

Munitions Rd. Ext.

Codding Rd.

Starlifter Dr.

Chidlaw Ct.

Co rs ai r D r.

Ra pt or Ct

N ig ht H aw k

Ct

Ph an to m

D r.

Fr an kl in

Po w er ho us e

Dr

Sk ym as te r D r.

Spaatz Ct.

La w re nc e

M un de ll

Nabors Dr.

In tr ud er

D r.

M cN ic kl e

M ill er D r.

Ta il

Fe at he r D r.

Holden Dr.

Ai re y C ir.

Smith Ct.

Ra ve n Ct

Air Dep ot Ai r D ep ot

Vanaman Rd.

1st St.

1st St.

TAXIWAY F

Ra w li ng s A ve

Mitc he ll A ve

Mercury Rd.

Ra ily ar d

Rd

He rc ul es

R d.

"F " A ve

Pr op ul sio n Dr

Stratofortress Dr.

96021

Arnold St.

TINKER AFB, OK

VICINITY MAP

BASE

OPERATIONS

B240

CONTRACTING

B3

GOTT

GATE

TINKER GATE

PASS & ID B6611

HRUSKOCY

GATE

EAKER GATE

FIRE DEPARTMENT

B117

VANCE

GATE

LIBERATOR GATE

HOPE

GATE

LEGEND

CONTRACTOR

HAUL ROUTE

LANCER

GATE

TRUCK GATE

PIAZZA GATE

BASE CIVIL

ENGINEER

B400

PROJECT

LOCATION

(FUTURE

HAUL ROUTE)

(F

UT

UR

E

HA

UL

R

OU

TE

FUTURE

TRUCK GATE

FUTURE

HAUL ROUTE

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

+ 1

2.2

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

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

FLOW IN DIRECTION OF ARROW

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.

STO STORM WATER LINE

OF

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

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DESIGN

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AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

DESIGN

CONCEPT

W W

YK

CO

NS

TR

UC

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LO

AD

IN

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DO

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D

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K

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C-101

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03 05

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. CONTRACTOR MUST LOCATE ALL EXISTING UNDERGROUND UTILITIES BEFORE ANY

EXCAVATION OR DEMOLITION.

3. REMOVE ALL EXISTING CONCRETE PAVEMENT WITHIN THE LOADING DOCK AREA.

4. ANY DEWATERING REQUIRED DURING CONSTRUCTION MUST BE PUMPED AND HAULED

TO THE INDUSTRIAL TREATMENT WASTEWATER PLANT (ITWP).

5. ANY EXCAVATED MATERIAL MUST BE STORED IN A LINED CONTAINER, TESTED FOR

CONTAMINANTS, AND DISPOSED OF IN ACCORDANCE WITH THE SAMPLING RESULTS.

6. INSTALL A NEW TRENCH DRAIN SYSTEM AND CONNECT IT TO THE EXISTING

STORMWATER LINE.

7. INSTALL PROTECTIVE STEEL GUARDRAIL AROUND THE EXISTING SWITCH GEAR TO

PREVENT IMPACT DAMAGE.

8. STRIPE THE NEW LOADING DOCK AREA

C-101

AERIAL IMAGE WITH UTILITIES

NTS

NK

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A

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F

OR

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AS

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F

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M

AR

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D

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IG

N

G R

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P:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E D

ES

C

R

IP

TI

O

N

1 2 3 4 5

E

D

C

B

A

M

AN

AG

EM

EN

T

IN

FO

R M

AT

IO

N

1 2 3 4 5

E

D

C

B

A

IS

SU

E D

AT

E:

SHEET

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

DESIGN

CONCEPT

W W

YK

CO

NS

TR

UC

T

LO

AD

IN

G

DO

CK

D

OC

K

LE

VE

LE

R, B

Ju l2

TE

PA

-C

SA

G

J

AL

LE

N

C-102

P G

O U

C H

ER

T R

O

BI

N

SO

N

En gr

\D es ig n\ s\

\2

4\

0_ Su pp or t\0 _3

_D ra w in gs

CI

VI

L D

EM

OL

IT

IO

N

AN

D

NE

W

W

OR

K

PL

AN

04 05

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. PROVIDE FIELD SURVEY TO LOCATE ALL UTILITIES AND AVOID UTILITIES FOR

NEW WORK.

3. PROVIDE GEO-TECHNICAL REPORT FOR FOUNDATION RECOMMENDATIONS.

4. DEMOLISH AND / OR REPLACE PAVING AS REQUIRED FOR REPAIR OR TO

ACCOMMODATE NEW PLATFORM. PROVIDE PROPER DRAINAGE AS REQUIRED TO

AVOID POOLING WATER.

5. PLATFORM SHALL RESIST ALL REQUIRED LOADS AND TRAFFIC LOADS FROM 6K

FORKLIFT.

C-102

CIVIL DEMOLITION AND NEW WORK PLAN

NTS

KEYED NOTES

DEMOLISH AND REPLACE EXISTING CONCRETE1

W

ES

T

DR

IV

E

AL

LE

YW

AY

NO PARKING

NK

ER

A

IR

F

OR

CE

B

AS

E, O

KL

AH

OM

A

PR

O

JE

C

T

IN

FO

R

M

AT

IO

N

D

ES

IG

N

F

IL

E

LO

C

AT

IO

N

R

EV

IS

IO

N S

M

AR

K

D

ES

IG

N

G R

O U

P:

D R

AW

N

B Y:

C H

EC

KE

D B

Y:

D

ES

IG

N

ED

B

Y:

D

AT

E D

ES

C

R

IP

TI

O

N

1 2 3 4 5

E

D

C

B

A

M

AN

AG

EM

EN

T

IN

FO

R M

AT

IO

N

1 2 3 4 5

E

D

C

B

A

IS

SU

E D

AT

E:

SHEET

SHEET NUMBER

SH

EE

T

TI

TL

E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

DESIGN

CONCEPT

W W

YK

CO

NS

TR

UC

T

LO

AD

IN

G

DO

CK

D

OC

K

LE

VE

LE

R, B

Ju l2

TE

PA

-C

SA

G

G K

AY

A-101

P G

O U

C H

ER

T R

O

BI

N

SO

N

En gr

\D es ig n\ s\

\2

4\

0_ Su pp or t\0 _3

_D ra w in gs

AR

CH

IT

EC

TU

RA

L

NE

W W

OR

K

PL

AN

05 05

GENERAL NOTES

1. THE DRAWING WAS PREPARED FROM EXISTING DRAWINGS AND LIMITED ACCESS

FOR FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS FOR ACCURACY.

2. PROVIDE FIELD SURVEY TO LOCATE ALL UTILITIES AND AVOID UTILITIES FOR NEW

WORK.

3. PROVIDE GEO-TECHNICAL REPORT FOR FOUNDATION RECOMMENDATIONS.

4. PLATFORM SHALL RESIST ALL REQUIRED LOADS AND TRAFFIC LOADS FROM 6K

FORKLIFT.

A-101

ARCHITECTURAL NEW WORK PLAN

NTS

KEYED NOTES

SLIP-RESISTANT, CONCRETE ON STRUCTURAL STEEL FRAME

42" HIGH, 3 RAIL GUARD RAIL - PAINTED SAFETY YELLOW

EDGE OF DOCK - DOCK LEVELER WITH INTEGRAL DOCK BUMPERS

4" WIDE PAINTED STRIPE PER TAFB STANDARDS

EXISTING ELECTRICAL SWITCH GEAR. MAINTAIN 6-'0” CLEAR AT ACCESS POINTS

SAFETY YELLOW FORKLIFT GUARD RAIL - IMPACT RESISTANT

SLIP-RESISTANT, CONCRETE RAMP OVER TOP OF EXISTING CONCRETE WALL. MAX

SLOPE OF 1" PER 12"

PERIMETER CURB

EXISTING CONCRETE RETAINING WALL - SLOPED

MODIFY GRADE FOR DRAINAGE AND NEW PAVEMENT

EXISTING CONCRETE CURB

STEEL STAIR WITH HANDRAIL AND SAFETY TREADS/NOSING - PAINTED

LOADING ZONE - TRUCK PARKING PAVEMENT MARKINGS

NO CONSTRUCTION AREA

REMOVABLE GUARDRAIL SECTION FOR FLATBED TRUCK LOADING

PROVIDE UTILITY ACCESS - TRAFFIC RATED. MAINTAIN CONTAINMENT

SAFETY GATE SYSTEM

W

ES

T

DR

IV

E

AL

LE

YW

AY

W

ES

T

DR

IV

E

AL

LE

YW

AY

NO PARKING

7 6

10'x10'

DOCK

LEVELER17