Appendix_1_-_RFP_Drawings_Amend04.pdf

PDF 453 KB Posted Sep 18, 2017

Attached to: Fencing of LOT 12 at DDJC Tracy CA
Solicitation number: SP330017B0015
Issued by: Defense Logistics Agency Distribution

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SP330017B00150006.pdf	PDF	Sep 21, 2017
SP330017B00150005.pdf	PDF	Sep 20, 2017
SP330017B00150004.pdf	PDF	Sep 18, 2017
SP330017B00150003.pdf	PDF	Sep 15, 2017
Appendix_1_-_RFP_Drawings_Amend02.pdf	PDF	Sep 8, 2017
SP330017B00150002.pdf	PDF	Sep 8, 2017
SP330017B00150001.pdf	PDF	Sep 1, 2017
Site_Visit_Roster_Fencing_of_Lot_12.pdf	PDF	Aug 29, 2017
ATTACHMENT_7_-__SF24_-_Bid_Bond.pdf	PDF	Aug 24, 2017
ATTACHMENT_4_-__SF25_(Performance_Bond).pdf	PDF	Aug 24, 2017
ATTACHMENT_2_SOW-_Fencing_at_Lot_12_with_all_7_Appendices.pdf	PDF	Aug 24, 2017
SP330017B0015.pdf	PDF	Aug 24, 2017
ATTACHMENT_5_-__SF25A_(Payment_Bond).pdf	PDF	Aug 24, 2017
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1 2 3 4 5

DEFENSE LOGISTICS AGENCY - SAN JOAQUIN

G -0

- RFP DRAWINGS

07/05/2017

DEFENSE DISTRIBUTION DEPOT SAN JOAQUIN

INSTALL FENCING AT LOT 12

25600 S. CHRISMAN ROAD,

TRACY, CA 95304

DRAWING ABBREVIATIONS INDEX OF DRAWINGS BUILDING SUMMARY

LEGEND

NUMBERING SYSTEM:

A-210

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SERIES NUMBER

SHEET NUMBER WITHIN SERIES

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

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

PROJECT INFORMATION

PROJECT NAME: INSTALL FENCING AT LOT 12

ADDRESS: DDJC TRACY, CA

PROPOSED USE: OUTDOOR STORAGE

OWNER-CONTACT PERSON: Phuoc Dang (Phuoc.Dang@dla.mil)

PHONE: 209.839.4220

APPLICABLE CODES

- BUILDING CODE: N/A

- MECHANICAL: N/A

- PLUMBING: N/A

- ELECTRICAL: N/A

- STATE/CITY AMENDMENTS: N/A

- ACCESSIBILITY CODE: N/A

- ENERGY CODE: N/A

- FIRE CODE: N/A

- LIFE SAFETY CODE: N/A

BUILDING PLANNING

OCCUPANCY: OUTDOOR STORAGE

MIXED OCCUPANCY? NO

REQUIRED FIRE SEPARATION: N/A

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE: N/A

GENERAL BUILDING LIMITATIONS

- HEIGHT OF BUILDING: 6' FENCING

- NUMBER OF STORIES: 1

- MAXIMUM SINGLE FLOOR AREA: N/A

- TOTAL AREA ALTERED: N/A

- PENTHOUSE AND ROOF STRUCTURE: N/A

- HIGH RISE: NO

- PARKING SPACES PROVIDED: N/A

- PARKING SPACES REQUIRED: N/A

- ACCESSIBLE PARKING SPACES PROVIDED: N/A

FIRE PROTECTION SYSTEMS

- FIRE EXTINGUISHING SYSTEM: N/A

- STANDPIPE SYSTEM: NO TYPE N/A

- SMOKE CONTROL: NO CLASS N/A

STRUCTURAL FORCES

N/A

ESSENTIAL FACILITY (CHAPTER 16, IBC)

ESSENTIAL FACILITY? NO

STRUCTURAL NOTES

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

CF/CI 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

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

0 GRID / COLUMN LINE

DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

INTERIOR ELEVATION

WINDOW TYPE

WALL TYPE

A101

SIM

SECTION

Room name

101 ROOM NAME/NUMBER

A101

Ref

A101

Ref

EXTERIOR ELEVATION

1 REVISION TAG

A-101

SIM

PLAN, BLOW-UP DETAIL

PLAN NORTH

NORTH ARROW w/

TRUE NORTH INDICATIONSPOT 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

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

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

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

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 INSTALLED FURNISHED INSTALLED BY

GOVERNMENT

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

MIRR 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

EGRESS ROUTE ID AND

SECTION LENGTH

1 HR FIRE

S S S

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:

SHEET KEYNOTE

Room Rm_Occupancy

150 SF

EGRESS :Egress_ID

Egress_Length

ROOM OCCUPANCY &

AREA

DRAWING INDEX

GENERAL NOTES

1. NEW CONSTRUCTION, IF SPECIFICALLY NOTED IN THE ARCHITECTURAL DRAWINGS, SHALL EITHER

BE UNPREFIXED OR PREFIXED BY "NEW" OR "(N)".

2. EXISTING CONSTRUCTION, IF SPECIFICALLY NOTED IN THE ARCHITECTURAL DRAWINGS, SHALL ALWAYS

BE PREFIXED BY "EXISTING" OR "(E)".

3. CONTRACTOR TO VERIFY ALL CONDITIONS AND MEASUREMENTS OF AS-BUILT CONSTRUCTION

AFFECTING PROPOSED WORK. ANY/ALL INCONSISTENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT BEFORE PROCEEDING WITH WORK.

4. THIS PROJECT INVOLVES REMOVAL OF PORTIONS OF EXISTING BUILDING SYSTEMS AND THEIR RECONSTRUCTION TO SUIT THE PROPOSED DESIGN. THESE DOCUMENTS INDICATE REQUIREMENTS FOR THE PRIMARY INTERFACE BETWEEN EXISTING AND NEW CONSTRUCTION. HOWEVER, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND ESTABLISH ALL OTHER INTERFACE CONDITIONS WHICH

MAY BE REQUIRED AND DEEMED MOST SUITABLE TO SUIT THE PROPOSED DESIGN.

N/A

DEFENSE

LOGISTICS

AGENCY

SHEET ID

S E

C S A

C Y

W N B

B Y :

R O

B Y:

E :

C H E C

B Y :

A N S I '

S U E

C O

N O

N U M

1 2 3 4 5

C T

G-001

C T

S T A

E N C

G A

D es ig ne r

A ut ho r

A pp ro ve r

C he ck er

RFP DRAWINGS

S E

N G

B R

C H

S M

A N R

Y, C A

N /A

06/30/17

B U

O O

M A R K

C R

N D

GENERAL

G-002 LOCATION AND SITE MAP

G-000 COVER PAGE

G-001 PROJECT DATA

CIVIL

C-101 SITE PLAN

C-501 FENCING DETAILS

C-502 SLIDING GATE DETAILS

L A G O O N S

S E W A G E

S q F t

S q

F t

G A T E

B A T E S

R O A D

C H R

M A N

R O A D

G A T E

S C A L E

T R U C K

T H

S T R E E T

G A T E

T R U C K

E N T R A N C E

V A L P

R O A D

T H

S T R E E T

D STREET

T H

S T R E E T

T H

S T R E E T

T H

S T R E E T

B STREET

C STREET

T H

S T R E E T

R D

S T R E E T

N D

S T R E E T

P O V

P A R K

S T

S T R E E T

G A T E

C E N T E R

C A R E

C H

O P E N

H o rs e s h o e

P it s

F L A G P O L E

F ie ld

S o ft b a ll

G A T E

N D

S T R E E T

S T

S T R E E T

A R E A

O P E N

S T O R A G E

G A T E

S C H U L T E

R O A D

C H R

M A N

R O A D

S T A T

S T R E E T

W E S T

S T R E E T

A R

P L A N T

S T R E E T

M E D

A L

S T R E E T

T H

S T R E E T

E N N

D R

G A T E

O P E N

S T O R A G E

A R E A

T H

S T R E E T

B STREET

C STREET

T H

S T R E E T

T H

S T R E E T

T H

S T R E E T

A R

A R E A

S T O R A G E

IVE

T H

S T R E E T

T H

S T R E E T

R V

A R E A

S T O R A G E

ENNIS DRIVEENNIS DRIVE

P A R K

O P E N

S T O R A G E

W A T E R

S T O R A G E

T A N K

W E

# 7

5 W

L #

E P U

BASE BOUNDRY IN YELLOW

C A

R N

N O R

N R A

R O A D

LIF

NIA

RTH

ERN

ILR

X X

XX X

M A

E N T R A N C E

G as

-5

D ie se l -5

C N

G -5

13 14 17

0 22

3 6

D O

C K

Z )

DEFENSE

LOGISTICS

AGENCY

SHEET ID

S E

C S A

C Y

W N B

B Y :

R O

B Y:

E :

C H E C

B Y :

A N S I '

S U E

C O

N O

N U M

1 2 3 4 5

C T

G-002

N A

N D

E M

S T A

E N C

G A

D es ig ne r

U O

C D

A pp ro ve r

C he ck er

RFP DRAWINGS

S E

N G

B R

C H

S M

A N R

Y, C A

N /A

12/28/15

B U

O O

1/16" = 1'-0"1 LOCATION MAP

1" = 400'-0"2 SITE MAP

N O

PLAN NORTH

PROJECT

LOCATION

PROJECT

LOCATION

THESE DRAWINGS HAVE BEEN PREPARED TO BE PRELIMINARY AND

ONLY TO PROVIDE A CONCEPT OF DESIGN. THE CONTRACTOR IS

RESPONSIBILE TO PRODUCE THE COMPLETE DESIGN AND

CONSTRUCTION DOCUMENTS.

M A R K

C R

N D

LAGOONS

SEWAGE

55,400 SqFt65,300 Sq Ft

PAD

GATE 5

BATES ROAD

CHRISMAN ROAD GATE 3

SCALE

TRUCK

8TH STREET

GATE 2TRUCK ENTRANCE

VALPICO ROAD

7TH STREET

S T R E E T

7TH STREET

6TH STREET

5TH STREET

S T R E E T

4TH STREET

3RD STREET

2ND STREET

POV PARKING

1ST STREET

GATE 14

CENTER

CARE

CHILD

OPEN

Horseshoe Pits

FLAGPOLE 105

SIGN

Field

Softball

GATE 9

GATE 11

GATE 12

2ND STREET

1ST STREET

AREA C

OPEN STORAGE

GATE 10

GATE 13 SCHULTE ROAD

CHRISMAN ROAD

STATION STREET

WEST STREET

A R E A

R O A D

PLANT STREET

MEDICAL STREET

7TH STREET

ENNIS D

RIVE

GATE 6

GATE 7

OPEN STORAGE AREA B

12TH STREET

S T R E E T

11TH STREET

10TH STREET

D S

9TH STREET

A R E A

R O A D

AREA A

STORAGE

E N N

D R

9TH STREET

8TH STREET

AREA Y

STORAGE 207

E N N

D R

E N N

D R

S A N D Y

N E

PARKING

OPEN STORAGE

245244

WATER STORAGE TANK

WELL#9

WELL#7

WELL#8

FIRE PUMPS

201A45

B O

U N

P A C

IFIC

R A

ILR

O A D

U N

IFIC

ILR

O A D

C A

A D

C A L

O R N

N O R T H E R N

R A

R O A D

X X X X

XXXX

X X

XXXXXXXXX

XXXXXX

X X

X X X

X X X X X

MAIN ENTRANCE

Gas-52 Diesel-51

CNG-53

16B

17 16A

33 238

016C

98106

DOCK

35 262259

(MEZZ)

C-101

E) PARKING LOT

(E) STORMWATER DITCH 4TH STREET

5TH STREET

D S

(E) PROPANE STATION,

(E) PARKING LOT C

(E) HYDROGEN

FUEL STATION

(E) POWER POLE

(E) WHEEL STOPS

TO REMAIN)

91' - 0" ± 303' - 10"

(N) 20' SLIDING GATE

(N) 20' SLIDING GATE ± 997' - 0"

" ± 88' - 2"

± 24' - 6"

6' OFFSET

' O

F F S

(N) 7' HIGH FENCING W/ BARBWIRE

(N) 7' HIGH FENCING W/O BARBWIRE

DEFENSE

LOGISTICS

AGENCY

SHEET ID

S E

C S A

C Y

W N B

B Y :

R O

B Y:

E :

C H E C

B Y :

A N S I '

S U E

C O

N O

N U M

1 2 3 4 5

C T

C-101

A N

S T A

E N C

G A

D es ig ne r

A ut ho r

A pp ro ve r

C he ck er

RFP DRAWINGS

S E

N G

B R

C H

S M

A N R

Y, C A

N /A

06/30/17

B U

O O

M A R K

C R

N D

1" = 600'-0"1 SITE PLAN

GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY PRIOR TO

INSTALLATION OF FENCING AND GATES.

1" = 50'-0"2 ENLARGE SITE PLAN

PLAN

R TH

PL AN

R TH

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

2.375" O.D.

2.875" O.D.

4.00" O.D.

1.90" O.D.

1.66" O.D.

1.50" SQ.

1.625" X 1.50"

1.625" X 1.25"

BOTTOM & BRACE RAILS

FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER

BRACE RAIL ATTACHMENT

LINE POST ATTACHMENTSTENSION BAND DETAIL

END OR GATE POST DETAIL

CHAIN-LINK SECURITY FENCE DETAIL

N.T.S

FASTENING DETAILS

N.T.S

BRACE RAIL CLAMP DETAILTRUSS ROD AND BAND

BRACE PANEL DETAIL

N.T.S

LINE POST

EXTENSION ARM DETAILS

N.T.S

CORNER POST

B R

'-4

10'-0" MAXIMUM

'-4

" M

16" MIN. DIA.

CONCRETE BASE

BRACE RAIL

LINE POST

GRADE

10" MIN. DIA.

FABRIC

TENSION BAR

CARRIAGE BOLT

FABRIC

PULL POST LINE POST

TRUSS ROD TRUSS ROD

10'-0" MAX. 10'-0" MAX.

1'-0"

TENSION WIRE

CONCRETE BASE 1

TOP RAIL

BARBED-WIRE APRON

ON EXTENSION ARMS

AS OCCUR PER PLAN

CHAIN-LINK FABRIC

(9 GAUGE, 2" MESH)

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

BARBED WIRE (TYP.)

1'-0"

'-0

1'- 6"

'-0

1'-1 0"

LOCK PIN (TYP.)

3/8 " PLAIN PIN RIVETED

FLUSH (TYP.)

3/8 " PLAIN PIN RIVETED

FLUSH (TYP.)

DEGREES 35

DEGREES

TENSION WIRE

NOTES:

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

SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED

ON THE SIDE OPPOSITE THE SECURE AREA.

2. 16-GAUGE GALVANIZED STEEL TIE WIRES SHALL BE USED FOR FASTENING

THE FENCE FABRIC TO FENCE POST AND RAILS. 16-GAUGE, STAINLESS STEEL TIE

WIRES SHALL BE USED FOR FASTENING FENC FABRIC TO TENSION WIRES. HOG

RINGS SHALL NOT BE ALLOWED ON SENSORED FENCES.

3. ALL FENCING SHALL BE PROVIDED WITH FENCE WINDSCREEN PRIVACY SCREEN

85% BLOCKAGE, COLOR GREEN.

CORNER, END,

OR PULL POST

TIE WIRES

(TYP.)

TIE WIRES

(12" O.C. MAX.)

(TYP.)

(TY

7.5"(TY

TRUSS ROD

(3/8" MIN. DIA.)

TENSION BAR TO ENGAGE

EACH FABRIC LINK

TENSION BAND (15" O.C. MAX. AND

WITHIN 4" FROM THE TOP AND

BOTTOM OF FABRIC)

16-GAGE STEEL TIE

WIRES (12" O.C. MAX.)

BOTTOM OF

FABRIC

BRACE

RAILS

BRACE

RAILS

LINE

POST

TRUSS ROD

(3/8" MIN. DIA.)

TENSION

BAND

NOTE:

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

ENDS TWISTED AT LEAST 3

FULL TURNS

BOTTOM

TENSION WIRE

1" MAX

16-GAGE STEEL TIE WIRE

(15" O.C. MAX. AND

WITHIN 4" FROM TOP AND

BOTTOM OF FABRIC)

TRUSS ROD

(3/8" MIN. DIA.)

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(E) ASPHALT

(TYP.)

DEFENSE

LOGISTICS

AGENCY

SHEET ID

S E

C S A

C Y

W N B

B Y :

R O

B Y:

E :

C H E C

B Y :

A N S I '

S U E

C O

N O

N U M

1 2 3 4 5

C T

C-501

N C

G D

E T

S T A

E N C

G A

D es ig ne r

A ut ho r

A pp ro ve r

C he ck er

RFP DRAWINGS

S E

N G

B R

C H

S M

A N R

Y, C A

N /A

07/25/17

B U

O O

M A R K

C R

N D

R ev is io n

D at e

N.T.S1 FENCING DETAILS

CONCRETE BASE

BRACE RAIL

LINE POST

3 STRANDS OF BARBED-WIRE

ELEVATION

PLAN

2" MAX. CLEAR TOP &

BOTTOM MEMBERS

TIE WIRES OR

CLIPS (TYP.)

TRUSS ROD

(3/8" MIN. DIA.)

4" DIA. GATE POST

4" O.D.

POST

GATE

OUTRIGGER 4 STRANDS

OF BARBED WIRE

SECTION

#52 ROLL CHAIN

4 STRANDS OF BARBED WIRE

3/8" DIA.

TRUSS ROD

2" O.D. PIPE

(TYP.)

WELDED PLATE

WITH HOLE FOR

TRUSS ROD

TRUSS RODS WELDED

AT UPPER CORNERS

MECHANICAL LOCKING

DEVICE

GATE

(E) ASPHALT FINISH GRADE OUTSIDE

INSIDE

POST DIA. 4"

STRETCHER

BAR & BANDS

TOP RAIL

2 1/2" O.D. PIPE (TYP.)

CANTILEVER SLIDING GATE DETAILS

N.T.S

'-4

10'-0" MAXIMUM

'-4

" M

16" MIN. DIA.

'-0

10'-0"

20'-0" GATE FRAME

20'-0" CLEAR OPENING

GATE OPENING 20'-0"

COUNTER BALANCE PANELS

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X X X X X X XXXXXXXXXXXXXX

(E) ASPHALT FINISH GRADE

BOTTOM

TENSION WIRE

PER MANUFACTURER

DEFENSE

LOGISTICS

AGENCY

SHEET ID

S E

C S A

C Y

W N B

B Y :

R O

B Y:

E :

C H E C

B Y :

A N S I '

S U E

C O

N O

N U M

1 2 3 4 5

C T

C-502

G G

L S

S T A

E N C

G A

D es ig ne r

A ut ho r

A pp ro ve r

C he ck er

RFP DRAWINGS

S E

N G

B R

C H

S M

A N R

Y, C A

N /A

07/25/17

B U

O O

M A R K

C R

N D

N.T.S1 SLIDING GATE DETAILS

Sheets

C-101 - SITE PLAN

C-501 - FENCING DETAILS

C-502 - SLIDING GATE DETAILS

G-000 - COVER PAGE

G-001 - PROJECT DATA

G-002 - LOCATION AND SITE MAP

File details come from the government source that posted it. Updated Nov 14, 2017.