W912PL-18-R-0067_CompactItemRepairShop_Solicitation_Drawings.pdf

PDF 18 MB Posted Aug 7, 2018

Attached to: Compact Item Repair Shop
Solicitation number: W912PL-18-R-0067
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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W912PL-18-R-0067 Solicitation Drawings

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File	Type	Posted
W912PL-18-R-0067_Amendment0002.pdf	PDF	Sep 10, 2018
W912PL-18-R-0067_Amendment0003.pdf	PDF	Sep 5, 2018
W912PL-18-R-0067_Amendment0001.pdf	PDF	Aug 16, 2018
W912PL-18-R-0067_CompactItemRepairShop_Solicitation_Specifications.pdf	PDF	Aug 7, 2018

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SHEET

IDENTIFICATION

D ra w in g C od e:

D es ig ne d by

Sp ec

N o.

D es ig n

Fi le

N o.

D ra w n by

O F

O R

O F

D O

-1

-8

Ap p r ov ed

F u n ct io na l A de qu ac y:

Ap pr ov ed

Pr ep ar ed

U nd e r th e D ire c t io n of

Pr ep ar ed b y:

T D

N B

C H

US Army Corps of Engineers Sacramento District

C hi ef , D es ig n Br an ch

C hi ef , E ng in ee rg in g

D iv is io n

C hi ef , P ho en ix V er tic al D es ig n Se ct io n D at e:

C ol

C or ps o f E ng in ee rs

US Army Corps of Engineers ®

/s / S co tt

Ti nc he r, P.

/s / D

S L

D at e:

/s / R ic k

Po ep pe lm an , P

D at e:

. R

, P .E

1 2 3 4

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

A, A

C T

E M

A I R

P C

O R

G-001

COMPACT ITEM REPAIR SHOP

YUMA, AZ

DFN #234-25-0435 D

-0

CORRECTED FINAL

N G

G R

O U

N D

G O

YUMA PROVING GROUND

-0

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

N U

1 2 3 4 5

-H

O U

, A

G-002

C O

C T

R E P

S H

O P

G O

/s / D

S L

M . H

U R

CORRECTED FINAL

A, A

K D

N D

DRAWING INDEX - GENERAL

Sheet Number Sheet Name

G-001 TITLE SHEET

G-002 SHEET INDEX

G-003 GENERAL NOTES, ABBREVIATIONS

G-004 SITE AERIAL & HAUL ROUTE

DRAWING INDEX - TOPOGRAPHIC

Sheet Number Sheet Name

V-101 TOPOGRAPHIC SITE SURVEY

DRAWING INDEX - CIVIL

Sheet Number Sheet Name

CS101 SITE LAYOUT PLAN

CG101 GRADING PLAN

CU101 UTILITY PLAN

C-201 UTILITY PROFILES

C-501 DETAILS 1 OF 4

C-502 DETAILS 2 OF 4

C-503 DETAILS 3 OF 4

C-504 DETAILS 4 OF 4

DRAWING INDEX - STRUCTURAL

Sheet Number Sheet Name

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-101 GRID LAYOUT & FOUNDATION PLAN

S-102 SLAB & WALL FRAMING PLAN

S-103 MEZZANINE FRAMING PLAN

S-104 ROOF FRAMING PLAN

S-301 FOUNDATION SECTIONS

S-302 FLOOR FRAMING SECTIONS

S-501 TYPICAL CONCRETE DETAILS

S-502 TYPICAL COLD-FORMED STEEL DETAILS

S-503 TYPICAL COLD-FORMED STEEL DETAILS

S-701 CRANE DIAGRAMS

DRAWING INDEX - ARCHITECTURE

Sheet Number Sheet Name

A-120 FIRST FLOOR PLAN

A-121 SECOND FLOOR MEZZANINE PLAN

A-122 ROOF PLAN

A-130 FIRST FLOOR REFLECTED CEILING PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-203 ENLARGED EXTERIOR ELEVATIONS

A-301 BUILDING CROSS SECTIONS

A-302 BUILDING LONGITUDINAL SECTION

A-310 WALL SECTIONS

A-320 WALL SECTIONS

A-400 ENLARGED CORE PLANS

A-420 INTERIOR ELEVATIONS

A-421 INTERIOR ELEVATIONS

A-505 GENERAL INTERIOR WALL DETAILS

A-510 CEILING DETAILS

A-530 SECTIONS & DETAILS

A-543 AIR BARRIER DETAILS

A-544 SEALANT DETAILS

A-547 EXTERIOR METAL PANEL DETAILS

A-548 EXTERIOR METAL PANELS CONTINUED

A-560 LATRINE DETAILS

A-590 PARTITION TYPES

A-601 DOOR SCHEDULE AND DETAILS

A-602 COILING DOOR DETAILS

A-610 WINDOW TYPES

A-620 DOOR DETAILS

A-621 WINDOW & LOUVER DETAILS

A-640 SIGN TYPES

A-642 BID OPTION SIGN TYPES

A-643 SIGN MOUNTING DETAILS

A-650 INTERIOR FINISH SCHEDULE

A-660 EXTERIOR COLOR SCHEDULE

A-701 CRANE SECTIONS

A-702 CRANE SUPPORT DETAILS

A-901 FRONT PERSPECTIVE VIEW

A-902 REAR PERSPECTIVE VIEW

DRAWING INDEX - INTERIOR DESIGN

Sheet Number Sheet Name

I-101 FURNITURE FIRST FLOOR

DRAWING INDEX - FIRE

Sheet Number Sheet Name

FA-101 ELECTRICAL FIRE ALARM SYSTEM FIRST FLOOR

FA-102 ELECTRICAL FIRE ALARM SYSTEM MEZZANINE

FA-601 ELECTRICAL FIRE ALARM SYSTEM RISER DIAGRAM

FS101 LIFE SAFETY ANALYSIS

FS102 FIRST FLOOR - LIFE SAFETY PLAN

FX-101 FIRST FLOOR & MEZZANINE FIRE PROTECTION

FX-501 FIRE PROTECTION DETAILS

DRAWING INDEX - PLUMBING

Sheet Number Sheet Name

P-001 PLUMBING LEGENDS AND NOTES

P-101 PLUMBING PLAN

P-401 ENLARGED PLUMBING PLAN

P-402 RISER DIAGRAMS

P-501 PLUMBING DETAILS I

P-502 PLUMBING DETAILS II

P-503 PLUMBING DETAILS III

P-601 PLUMBING SCHEDULES

DRAWING INDEX - MECHANICAL

Sheet Number Sheet Name

M-001 MECHANICAL LEGENDS AND NOTES

M-002 MECHANICAL LEGEND AND NOTES II

M-101 MECHANICAL HVAC FIRST FLOOR

M-401 ENLARGED HVAC MEZZANINE FLOOR

M-501 MECHANICAL DETAILS 1 OF 2

M-502 MECHANICAL DETAILS 2 OF 2

M-601 MECHANICAL EQUIPMENT SCHEDULES

M-701 MECHANICAL SYSTEMS CONTROLS I

M-702 MECHANICAL SYSTEMS CONTROLS II

M-703 MECHANICAL SYSTEMS CONTORLS III

DRAWING INDEX - ELECTRICAL

Sheet Number Sheet Name

E-001 ELECTRICAL LEGEND, ABBREVIATIONS, & GENERAL NOTES

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL MANHOLE & HANDHOLE DETAILS

E-503 ELECTRICAL POLE DETAILS

E-601 ELECTRICAL PANEL SCHEDULES

E-602 ELECTRICAL PANEL SCHEDULES

E-603 ELECTRICAL PANEL SCHEDULES

E-604 ELECTRICAL PANEL SCHEDULES

EL-101 ELECTRICAL LIGHTING FIRST FLOOR

EL-102 ELECTRICAL LIGHTING MEZZANINE FLOOR

EL-103 EXTEROR LIGHTING PLAN

EL-601 ELECTRICAL LIGHTING SCHEDULE

EL-602 LIGHTING PHOTOMETRIC GROUND FLOOR

EL-603 LIGHTING PHOTOMETRIC PLAN MEZZANINE

EP-101 ELECTRICAL POWER FIRST FLOOR

EP-102 ELECTRICAL POWER MEZZANINE FLOOR

EP-103 ELECTRICAL MECHANICAL POWER FIRST FLOOR

EP-104 ELECTRICAL MECHANICAL POWER MEZZANINE FLOOR

ES-101 ELECTRICAL SITE PLAN

DRAWING INDEX - TELECOMMUNICATIONS

Sheet Number Sheet Name

T-101 TELECOMMUNICATIONS SYSTEM FIRST FLOOR

T-102 TELECOMMUNICATIONS SYSTEM MEZZANINE FLOOR

T-501 TELECOMMUNICATIONS DETAILS 1

T-502 TELECOMMUNICATIONS DETAILS 2

T-503 TELECOMMUNICATIONS RISER DIAGRAM

T-601 TELECOMMUNICATIONS

TS-101 TELECOMMUNICATIONS SITE PLAN

DRAWING ABBREVIATIONS INDEX OF DRAWINGS BUILDING SUMMARY

LEGEND

NUMBERING SYSTEM:

A2.10/01

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SERIES NUMBER

SHEET NUMBER WITHIN

SERIES

NUMBER OF PLAN,

DETAIL, ETC. ON SHEET

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

EXPAND.POLYSTYRENE

RIGID INSULATION

EXTRU. POLYSTYRENE

RIGID INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM

BOARD

EXT. GYPSUM

SHEATHING

EXT. CEMENT

BOARD

COATED GLASS

MAT WATER

RESIST GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

CEILING SYMBOLS

PROJECT INFORMATION

PROJECT NAME: OPTIC MAINT.

ADDRESS: YUMA PROVING GROUND

PROPOSED USE: SHOP

POC:PERSON: KELLY MERRITT

COMM. PHONE: (928)-328-5256

APPLICABLE CODES

- BUILDING CODE: IBC 2015

- MECHANICAL: ASHRAE 90.1

- PLUMBING: UPC-2014

- ELECTRICAL: NEC 2017

- FIRE CODE: NFPA 1 2015

- STATE/CITY AMENDMENTS:

SIERRA VISTA, AZ

- LIFE SAFETY CODE: NFPA

- ACCESSIBILITY CODE: ABA

- ENERGY CODE: YES

- SIGN CODE: NO

- FIRE CODE: NFPA 101

- ANSI: NO

- FM INSURED: UL RATED

BUILDING PLANNING

OCCUPANCY: B-1, I-1

MIXED OCCUPANCY- YES

REQUIRED FIRE

SEPARATION: 1 HOUR

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE: II-B

GENERAL BUILDING LIMITATIONS

- HEIGHT OF BUILDING: 30'

- NUMBER OF STORIES: 2 STORY W/ MECHANICAL MEZZANINE

- MAXIMUM SINGLE FLOOR AREA: 9,100 SF

SECOND FLOOR AREA : 326 SF

TOTAL AREA OF BUILDING: 9,426 SF

- ROOF STRUCTURE: YES, PEMB

- PARKING SPACES PROVIDED: 34 SPACES REQUIRED: 34

- ACCESSIBLE PARKING SPACES PROVIDED: 2

FIRE PROTECTION SYSTEMS

- FIRE EXTINGUISHING SYSTEM: YES

- SMOKE CONTROL: NO CLASS 1

STRUCTURAL FORCES

FIRE RESISTANT CONSTRUCTION/FIREPROOFING SCHEDULE

ITEM REQ'D RATING /

UL/FM # WHERE

APPLICABLE

EXTERIOR WALLS: LOAD BEARING

NON-LOAD BEARING

FIRE/PARTY WALLS

- SHAFTS

- TENANT SEPARATION

- INTERIOR WALL:

NON-LOAD BEARING

- COLUMNS

- BEAMS

- FLOOR/CEILING

- ROOF/CEILING

U419

FIRE PROOFING NOTES

1. ALL FIRE RESISTIVE RATINGS ARE ASSUMED TO BE THERMALLY

UNRESTRAINED.

2. BEAMS AND COLUMNS SHALL BE ADJUSTED USING W/D OR A/P

RATIOS TO DETERMINE THE CORRECT FIREPROOFING THICKNESS.

DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING

-FLOOR DESIGN: LIVE LOADS ; 150 PSF

CRANE LOAD; 10 TON CRANE

-ROOF DESIGN: LIVE LOAD: 20 PSF

-WIND DESIGN: BASIC WIND SPEED: 115 MPH

EXPOSURE: C

IMPORTANCE FACTOR: 1.0

-EARTHQUAKE DESIGN: SEISMIC ZONE / GROUP: II

-SITE CLASSIFICATION: D

-SOIL BEARING PRESSURE

LIVE LOAD AND DEAD LOAD; 2,000 PSF

LIGHT GAGE COLD FORMED STEEL: 16 GA OR HEAVIER

18 GA OR LIGHTER

ALL CONCRETE; 4000 PSI

BUILDING ENVELOPE ENERGY INFORMATION

Walls 19R Value =

Roof R Value =

ESSENTIAL FACILITY (CHAPTER 16, IBC)

ESSENTIAL FACILITY- NO

GENERAL 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

ABA AMERICAN BARRIERS 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 CONTR. FURNISHED

CF/CI CONTR. FURNISHED/CONTR INSTALL.

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

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

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

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

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

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

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

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

GB GRAB BAR

GFCI GOV'T FURNISHED CONTR. INSTALLED

GFGI GOV'T FURNISHED INSTALL. BY GOV'T

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

0 GRID / COLUMN

LINE DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

EXIT LIGHT

WALL TYPE

WINDOW TYPE

Room name

101 ROOM NAME/NUMBER

REVISION TAG

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

1 HR

NANR

U4191 HR

NANA

U4191HR

NANR

NA1 HR

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

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 GOV'T INSTALL.FURNISHED INSTALL 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

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 ASSOC.

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

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

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

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

2' x 2' ACT

CEILING

4' x 4' ACT

CEILING

EGRESS ROUTE

ID AND SECTION

LENGTH

1 HR FIRE RATED

2 HR FIRE RATED

FIRE RATED WALL SYMBOLS:

GYP. BD.

CEILING

1' x 1' ACT

CEILING

2 X 4 LIGHT

FIXTURE

2 x 2 LIGHT

FIXTURE

SUSPENDED LIGHT

RETURN AIR

GRILLE

SUPPLY AIR

GRILLE

EXHAUST AIR

GRILLE

Room Rm_Occupancy

150 SF

EGRESS :Egress_ID Egress_Length

ROOM

OCCUPANCY &

AREA

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT

ELEVATIONName

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

A SHEET

KEYNOTE

A101

Ref

R ef

Ref

R ef

INTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

N U

1 2 3 4 5

-H

O U

, A

G-003

N O

T E S, A B B

O N

C O

C T

R E P

S H

O P

G O

/s / D

S L

M . H

U R

CORRECTED FINAL

A, A

K D

N D

PROJECT SITE

ARIZONA

YUMA PROVING GROUND

PROJECT SITE

WALKER GATE

LOCATION MAP

SCALE: NONE

VICINITY MAP AND HUAL ROUTE

SCALE: NONE

G-004

L O

C A

T I O

I C

I N

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THIS DRAWING WAS PRODUCED IN

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SURVEY NOTES:

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CONCRETE PAVING

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CONCRETE PAD

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PILING

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SIGN

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UTILITY, UNKNOWN

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COMMUNICATION DEVICE

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LIGHT POLE

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EDGE OF WALK

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MANHOLE, WATER

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WATER UTILITY

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DRAIN/ CULVERT

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HYDRANT

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LIGHT

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CONTROL POINT, 3D

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CONTROL POINT, HORIZONTAL

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CONTROL POINT, VERTICAL

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POWER POLE

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FENCE

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ROAD, ASPHAULT

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BUILDING

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ROAD CENTERLINE

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SEWER MANHOLE

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CULVERT

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LEGEND

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HEADWALL

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RIP RAP

AutoCAD SHX Text N 672000

AutoCAD SHX Text N 671200

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INTERNATIONAL FEET

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ELECTRICAL UTILITY / PIPE

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HANGAR PILLAR

AutoCAD SHX Text NOTE: The plot scale of the sheet does not represent the accuracy of the survey. The accuracy would be equalivent to 1"=40'. The sheet and title block are provided for informational purposes.

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GRAPHIC SCALE

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SCALE: 1" = 50'

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CHOLLA ST.

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HOLLENBECK RD.

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SOLAR PANELS

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COMMUNICATIONS MANHOLE

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PROJECT CONTROL

AutoCAD SHX Text STATION NORTH EAST ELEV TYPE NORTH EAST ELEV TYPE EAST ELEV TYPE ELEV TYPE TYPE LGFA1 679304.69 501137.70 371.19 3 1/2' BR. DISC 501137.70 371.19 3 1/2' BR. DISC 371.19 3 1/2' BR. DISC 3 1/2' BR. DISC LGFB 680449.18 504543.80 416.34 3 1/2' BR. DISC 504543.80 416.34 3 1/2' BR. DISC 3 1/2' BR. DISC LGFC 677051.38 503176.75 371.62 3 1/2' BR. DISC503176.75 371.62 3 1/2' BR. DISC

AutoCAD SHX Text E 501300

AutoCAD SHX Text N 671200

AutoCAD SHX Text E 502200

AutoCAD SHX Text N 671200

AutoCAD SHX Text E 502200

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1. TOPOGRAPHY AND FEATURES, IN US SURVEY FEET, INDICATE THE GENERAL CONDITIONS EXISTING ONLY AT THE TIME OF SURVEY; 20 MARCH, 2017. 2. SURVEY WAS CONDUCTED WITH RTK GPS, LEICA SMARTNET CORRECTIONS. 3. PROJECTION IS AZ CENTRAL ZONE. 4. DATUM IS NAD 83, EPOCH 2010.0 5. ELEVATIONS ARE NAVD 88.. 6. UNITS ARE INTERNATIONAL FEET. 7. SURVEY ACCURACY: 1" = 40' WITH A 1FT C 8. SURVEYED BY US ARMY CORPS OF ENGINEERS LOS ANGELES DISTRICT 915 WILSHIRE BLVD LOS ANGELES, CA 90017 NATHAN DUFFY 626-401-4011

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GUY WIRE

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AutoCAD SHX Text YPG1 MAG NAIL IN ASPHALT N: 671270.41' E: 501826.24' El.: 338.20'

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BLDG 2442

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EX CHAIN LINK FENCE

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EX DIRT ROAD

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SHIPMAN AVE.

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TYP. - UTILITY POLE FOR O.H. POWER

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COMM M.H LID ELEV. 338.29

XXXXXXXXXXXXXX

N 671577.81

E 501677.26

41.69'

10.00'

82.10'

25.00'

6.00'

TYP

Y P

184.46'

24.00'

T Y

9.00'

TYP

EXISTING

BUILDING

CHOLLA ST.

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M A

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15.40'

X X X X X X X X X X X X X X

438.63'

20.00'

TYP

N 671634.79

E 501708.20

N 671512.99

E 501806.44

20.00'

25.00'

V E

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N 671894.17

E 501684.34

N 671804.04

E 501632.44

N 671269.41

E 501860.38

N 671554.07

E 501511.41

N 671900.73

E 501711.24

N 671691.14

E 502096.55

N 671344.70

E 501896.86

N 671526.33

E 501516.94

N 671299.97

E 501804.78

N 671377.02

E 501664.59

N 671426.64

E 501573.21

15.50'

205.00'

N 671432.71

E 501787.23

85.00'

N 671760.38

E 501837.35

N 671742.83

E 501780.55

N 671769.80

E 501772.90

N 671510.69

E 501654.19

N 671490.71

E 501690.97

N 671519.24

E 501575.57

N 671507.75

E 501557.95

N 671450.11

E 501613.82

N 671423.86

E 501662.15

N 671429.62

E 501619.69

N 671417.69

E 501641.66

N 671335.94

E 501874.38

N 671335.68

E 501824.17

N 671308.56

E 501832.21

N 671296.28

E 501852.56

CS101

AGGREGATE BASE COURSE SHALL BE CRUSHED AGGREGATE

PROVIDED IN ACCORDANCE WITH YUMA COUNTY STANDARD

SPECIFICATIONS VOLUME II, SECTION 702 BASE MATERIALS,

PARAGRAPHS 702.1 AND 702.2. GRADING SHALL CONFORM TO

TABLE 702, COLUMN "AGGREGATE BASE". MATERIALS SHALL BE

INSTALLED IN ACCORDANCE WITH SPECIFICATION SECTION 31

00 00 "EARTHWORK".

LEGEND

CONCRETE

AGGREGATE BASE

COURSE SURFACE

EX. CHAIN LINK FENCE

NEW CHAIN LINK FENCE

GENERAL NOTES

KEY NOTES

56-FOOT STAND OFF DISTANCE

CONCRETE DUMPSTER PAD 10'x24', NO FENCE OR

ENCLOSURE. SEE DETAIL 3/C-502

PARKING CURB, SEE DETAIL 5/C-502

CONCRETE PAD FOR ABA PARKING, SEE 7/C-502

24-FOOT WIDE DOUBLE SWING GATE, SEE 1/C-503

3-FOOT WIDE SINGLE SWING GATE, SEE 4/C-502

7-FOOT TALL CHAIN LINK FENCING WITH BARBWIRE, SEE

C-502 AND C-503

EXISTING FENCE TO REMAIN

TIE TO EXISTING FENCE

6-INCH THICK CONCRETE APRON, SEE 3/C-502

4-INCH THICK CONCRETE SIDEWALK, SEE 6/C-503

9'x18.5' PARKING SPACES. LINES SHOWN FOR REFERENCE.

DO NOT STRIPE BASE COURSE SURFACE.

AGGREGATE BASE COURSE SURFACE, SEE 6/C-502. ALSO

SEE GENERAL NOTE 1 ABOVE.

MECHANICAL UNITS, SEE M-101 FOR UNIT INFO AND PAD

REQUIREMENTS.

RETENTION BASIN, SEE 6/C-504

EXISTING UTILITY POLE TO REMAIN

NOT USED

10' WIDE RIP-RAP STONE EROSION CONTROL, SEE 7/C-504

SAWN CONTRACTION JOINTS. PANELS TO BE 8' LONG BY 7'

WIDE. END PANELS TO BE 6.7' WIDE

TRANSFORMER PAD 93" x 61" OR PER MANUFACTURER'S

REQUIREMENTS.

INSTALL BOLLARDS IN FRONT OF BUILDING AT ALL ROLL UP

DOOR LOCATIONS, SEE DETAIL 2/C-503.

INSTALL REMOVABLE BOLLARDS AROUND TRANSFORMER,

SEE DETAIL 5/C-504.

NEW LIGHT AND POLE SEE CU101 AND ELECTRICAL

EX. SOLAR PANELS TO BE MOVED BY BASE BEFORE

CONSTRUCTION

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GRAPHIC SCALE

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( IN FEET )

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1 inch = 30 ft.

N 671713.58

E 501930.47

N 671512.19

E 501907.49

N 671767.57

E 501702.35

N 671670.14

E 501615.08

CG101

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TOPOGRAPHIC SURVEY CONDUCTED IN MARCH 2017. FIELD

CONDITIONS OF EXISTING GRADE MAY VARY FROM THIS

DATA.

ALL SPOT ELEVATIONS ARE FINISH GRADE OR FINISH

SURFACE ELEVATIONS.

THE EXISTENCE AND LOCATION OF UNDERGROUND

UTILITIES, APPURTENANCES AND STRUCTURES SHOWN

ARE BASED ON THE AVAILABLE RECORDS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES

PRIOR TO STARTING ANY UTILITY WORK AND SHALL

PROTECT ALL SUCH UTILITIES AT ALL TIMES, UNLESS

OTHERWISE INDICATED. EXISTING UTILITIES WHETHER

SHOWN ON THE DRAWINGS OR NOT WHICH HAVE BEEN

DAMAGED AS A RESULT OF THE CONSTRUCTION WORK,

SHALL BE RESTORED IMMEDIATELY TO THEIR ORIGINAL OR

BETTER CONDITION AND SHALL BE PAID FOR BY THE

CONTRACTOR. CONTRACTOR SHALL "CALL BEFORE YOU

DIG".

( IN FEET )

GRAPHIC SCALE

( IN FEET )

1 inch = 30 ft.

LEGEND

CONCRETE

AGGREGATE BASE

COURSE SURFACE

EX. CONTOUR

NEW CONTOUR

DRAINAGE DEPRESSION

TOP OF GRADE

LIMITS OF DISTURBANCE

GENERAL NOTES

KEY NOTES

FF 343.50

EXISTING UTILITY POLE TO REMAIN

NEW SEWER MANHOLE, LID ELEV. 339.75

ALL DOORS TO BE FLUSH WITH EXTERIOR SIDEWALKS,

PAVEMENTS, OR LANDINGS. DIFFERENCE BETWEEN FINISH

FLOOR AND EXTERIOR HARDSCAPE TO BE NO GREAT THAN

1/8-INCH

FINISH GRADE SURROUNDING BUILDING TO BE 0.5 FEET

BELOW FINISH FLOOR EXCEPT FOR SIDEWALKS AND

DRIVES AS DESCRIBED IN KEY NOTE 3.

CENTER LINE OF DEPRESSION TO ALLOW FOR DRAINAGE.

TOP OF GRADE. GRADE AWAY FROM FENCE AT 5% FOR 10

FEET MINIMUM.

GRADE 10' AT -2.5% FROM EDGE OF ROAD AND NEXT 10' AT

5% ALONG SHIPMAN AVE ONLY

3:1

EX. FENCE

3:1

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EXISTING BUILDING 2442

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EX GRAVEL PARKING

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CHOLLA ST.

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SHIPMAN AVE.

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XXXXXXXXXXXXXXXXXX

CHOLLA ST.

N 671355.31

E 501779.70

S S

EX. 8" SRD-35 SS

339.75' T.O.M.

335.46 IE

W W

F W

58.04'

11.62'

10.00'

±107.51'

FF 343.50'

W W W W

W W W W W W

13.83'

20.00' 80.00' 100.00'

EXISTING

BUILDING

SS SS SS SS SS

2+00 3+00 3+35

4+00 4+86

CU101

EXISTING WATER LINE, SEWER MANHOLE, AND SEWER

LINES ARE DRAWN IN APPROXIMATE LOCATIONS.

CONTRACTOR TO FIELD VERIFY LOCATIONS BEFORE

CONSTRUCTION BY UTILITY SURVEY OR POT HOLING TO

CONFIRM LOCATION OF EXISTING UTILITIES. SEE "CALL

BEFORE YOU DIG" NOTE 3 CG101.

SEE ELECTRICAL PLANS FOR INFORMATION ON POWER

AND COMMUNICATIONS.

FOR ASPHALT REPAIRS, BITUMINOUS SURFACE COURSE SHALL

BE ASPHALTIC CONCRETE (AC) TYPE C OR TYPE D AS APPROVED

BY THE COR AND PROVIDED IN ACCORDANCE WITH YUMA

COUNTY STANDARD SPECIFICATIONS VOLUME II, SECTIONS 321

AND 710 ENTITLED "ASPHALTIC CONCRETE", EXCEPT SECTIONS

321.7 THROUGH 321.10 SHALL NOT APPLY, AND ASPHALT

SHALL BE PG 70-10 OR PG 76-22TR CONFORMING TO ADOT

STANDARD SPECIFICATIONS, SECTION 1005.

LEGEND

CONCRETE

AGGREGATE BASE

COURSE SURFACE

EX. SEWER LINE

EX. WATER LINE

EX COMMUNICATIONS

NEW SEWER LINE

NEW WATER LINE

NEW FIRE WATER LINE

NEW FENCE

GENERAL NOTES

KEY NOTES

WET TAP EXISTING 8" WATER LINE WITH NEW 8" LINE,

SEE DETAIL 2/C-501

8" PVC WATER LINE

3" PVC DOMESTIC WATER LINE, SEE PLUMBING PLAN FOR

CONTINUATION INTO BUILDING

NEW SEWER MANHOLE, SEE DETAIL 2/C-504

8" BACKFLOW PREVENTER FOR FIRE WATER LINE ONLY,

SEE DETAIL 1/C-501. SURROUND WITH BOLLARDS.

FIRE HYDRANT AND VALVE, SEE DETAIL 3/C-501

INSTALL TWO 45° ELBOWS SPACED 5' BETWEEN JOINTS

PROVIDE 8" DIA. CAPPED PIPE STUB ON MANHOLE FOR

FUTURE CONNECTION FROM WEST SIDE.

SEE C-201 FOR WATER AND SEWER PROFILE INFORMATION.

EXISTING COMMUNICATIONS VAULT

EXISTING COMMUNICATIONS LINES

CAUTION WHEN CROSSING COMMUNICATION LINES

SAW CUT ASPHALT AS REQUIRED FOR WATER

CONNECTION. REPAIR PER DETAIL 5/C-503 AND GENERAL

NOTE 3.

FOUR (4) BOLLARDS AROUND HYDRANT SPACED 24" OFF

HYDRANT CENTER LINE EACH DIRECTION, DETAIL 2/C-503

EX POLE FOR OVERHEAD POWER (TYP)

NEW PARKING LOT LIGHT AND POLE, SEE ELECTRICAL

3" DOMESTIC BACKFLOW PREVENTER, SEE DETAIL 6/C-501

TWO-WAY CLEAN OUT, SEE DETAIL C-504

PROVIDE 1' MINIMUM CLEAR SPACE SEPARATION BETWEEN

PARALLEL PIPES. USE MECHANICAL RESTRAINTS ON PIPES

WHERE THRUST BLOCKS ARE NOT FEASIBLE.

REGISTERED FIRE PROTECTION ENGINEER SHALL VERIFY

THE WATER SOURCE HAS ADDAQUATE SUPPLY AND

PRESSURE TO FEED THE FIRE PROTECTION DEMANDS.

SANITARY POC

EX. MANHOLE

337.48' T.O.M

332.48' IE

SEWER POC

338.88' IE

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1 inch = 20 ft.

C-201

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1" = 30' HORIZONTAL

1" = 3' VERTICAL

SANITARY SEWER PROFILE

DOMESTIC WATER LINE PROFILE

FINISH GRADE

EXISTING GRADE

SHEET NOTES

ALL WATER LINES SHALL HAVE A MINIMUM OF 3'

COVER. ALL SEWER LINES SHALL HAVE MINIMUM 2.5'

COVER. SEE DETAIL 4 ON C-501.

DEPTH AND EXACT LOCATION OF EXISTING WATER

MAIN IS UNKNOWN. CONTRACTOR WILL HAVE TO

POTHOLE TO FIND THE EXISTING PIPE DEPTH AND

ADJUST NEW CONNECTIONS AS REQUIRED WHILE

MAINTAINING COVER REQUIREMENTS.

PROVIDE PIPE ENCASEMENT WHERE SEWER

CROSSES OVER WATER LINES PER SPECIFICATIONS

33 11 00 AND 33 30 00. DO NOT REST ENCASEMENT

ON TOP OF PIPES BELOW.

PROVIDE MINIMUM 1' CLEAR SPACE BETWEEN

BOTTOM OF SEWER PIP AND TOP OF WATER LINE.

WATER LINES MAY BE LOWERED TO PROVIDE

ADDITIONAL CLEARANCE.

APPROXIMATE LOCATION OF EXISTING FIBER OPTIC

CABLE. CONTRACTOR TO FIELD VERIFY PRIOR TO

DIGGING.

C-201

1" = 30' HORIZONTAL

1" = 3' VERTICAL

3+34.66

EX. MANHOLE WITH 8"

SEWER LINE

T.O.M. EL. 337.48

INV. EL. 332.48

FINISH GRADE

EXISTING GRADE

1+80.21

NEW MANHOLE

T.O.M. EL. 339.56

INV. EL. 335.46

0+00

SERVICE CONNECTION

INV. EL. 338.88

90+00

TWO-WAY

CLEAN OUT

1+09.10

6" FIRE WATER

T.O.P. 336.70

NOTE D

1+12.60

3" DOMESTIC WATER

T.O.P. 336.20

NOTE D

NOTE C

0+11.54

45° HORIZONTAL BEND

340.20 TP

0+16.45

45° HORIZONTAL BEND

340.09 TP

0+79.15

45° HORIZONTAL BEND

338.59 TP

0+84.09

45° HORIZONTAL BEND

338.53 TP

0+00

SERVICE CONNECTION

340.5 TP

3+80.25

HORIZONTAL TEE

3" DOMESTIC OFF 8" MAIN

335.18 TP

4+87.76

TAP EXISTING MAIN

335.18 TP

NOTE B

2+59.01

4" SEWER CROSSING

INV. EL. 336.75

3+24.00

NOTE E

3" PVC WATER LINE

SEE NOTE 1 BELOW

8" PVC WATER LINE

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1. 8" FIRE WATER SUPPLY LINE NOT SHOWN FOR CLARITY BUT RUNS PARALLEL WITH DOMESTIC LINE SEE CU101 FOR PLAN VIEW.

NOTES:

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GRAPHIC SCALE

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1 inch = 30 ft.

PLAN

ELEVATION

UNPAVED AREAS

(USE IN NON-TRAFFIC AREAS ONLY)

PAVED AREAS

PLAN

ELEVATION

UNPAVED AREAS

(USE IN NON-TRAFFIC AREAS ONLY)

PAVED AREAS

12"

Ø36"

V A

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B L

GATE VALVE WITH BOX, TYPICAL

SCALE: NONE

TAPPING SLEEVE AND VALVE INSTALLATION

DETAIL

SCALE: NONE

GATE VALVE

CONCRETE COVER, MARKED WITH THE

WORD "WATER"

WATER PIPELINE

PORTLAND CEMENT CONCRETE

#4 AT 12 IN. O.C.E.W.

ASPHALT PAVEMENT

BITUM. TACK COAT

FINISHED GRADE

WORD "WATER" CAST IN CENTER

OF CAST IRON COVER

FINISHED GRADE

CONCRETE PIPE

GATE VALVE

WATER PIPELINE

CONCRETE SUPPORT

NEW TAPPING SLEEVE

LIMIT OF EXCAVATION

NEW PIPE

NEW GATE VALVE

CONCRETE BLOCK

NEW PIPE

LIMIT OF EXCAVATION AS

REQUIRED FOR TAPPING

MACHINE

EXISTING PIPE

REDUCE PRESSURE BACKFLOW

PREVENTER (FIRE WATER)

SCALE: NONE

C-501

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WARNING TAPE

PIPE

TRENCH BEDDING

SCALE: NONE

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C-501

S H

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UTILITY PLAN

DIMENSIONED ON THE

TYP. UNLESS OTHERWISE

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5'-10" TO

6'-10" MAX.

DRY BARREL FIRE HYDRANT

SCALE: NONE

THRUST BLOCK

OR RESTRAINT

PER

MANUFACTURERS

REQUIREMENTS

PROVIDE 6 IN. GATE

VALVE

CENTERLINE OF WATER LINE

7.06 CUBIC FEET OF

COARASE GRAVEL OR

CRUSHED STONE

BEARING SURFACE SHALL

BE AGAINST UNDISTURBED

EARTH, TYP.

FLOW

FINAL

GRADE

TO INFLOW

KEY NOTES:

1. INSTALL 4" BYPASS TEE, WITH CONTROL VALVE IN THE NORMALLY

CLOSED POSITION, FOR TESTING OF BACKFLOW PREVENTION

DEVICE, PER CURRENT EDITION NFPA 13 AND UFC 3-600-01, VALVE

SHALL BE 4" AND SUPERVISED CLOSED. VERIFY LOCATION WITH

AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION OF

BACKFLOW PREVENTER AND TEST MANIFOLD.

2. CHECK VALVE

3. REMOTE 4"x2

"x2

" NST FDC

NOTE: BACKFLOW DEVICE SHALL

COMPLY WITH SPECIFICATION 21 13 13

DOMESTIC WATER BACKFLOW PREVENTER

SCALE: NONE

C-501

Y-STRAINER

BACKFLOW PREVENTER

ASSEMBLY - NOTE 1

TYP - BALL VALVE

(2" AND SMALLER)

GATE VALVE

(LAGER THAN 2")

4" THICK SLAB

REINF. W/ #4 @12"

EW OC MIN 4 BARS

EACH DIRECTION

FROM MAIN

DIRECTION OF FLOW

SERVICE

4" CLR, TYP. ALL SIDES

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WILKINS 375NRS (2-1/2" TO 10") OR EQUIVALENT. SEE SPECIFICATION 33 11 00 FOR MORE

INFORMATION.

USE DI-ELECTRIC BREAK WHERE DISSIMILAR METALS ARE CONNECTED.

NOTES

C-501

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FASTENING DETAILS

LINE POST

ATTACHMENTS

TRUSS ROD AND BAND

Y P

CORNER POST

EXTENSION ARM DETAILS

LINE POST

GROUNDING DETAIL

BOTTOM RAIL DETAILS

BRACE RAIL

ATTACHMENT

END OR

GATE POST

DETAIL

BRACE RAIL

CLAMP DETAIL

NTS

BRACE PANEL DETAIL

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

NTS

CHAIN-LINK SECURITY FENCE DETAIL

10'-0" MAX

LINE POST TO BE EQUALLY SPACED

16"Ø MIN

I N

10"Ø MIN

A X

1" MAX TO

BOTTOM

OF FABRIC

STANDARD HINGE

LATCH ASSEMBLY

3 STRAND BARDBED-WIRE

TOP TENSION WIRE

BRACE RAIL

9-GAGE STEEL TIE WIRES, 15"

O.C. MAX & W/IN 4" FROM TOP

& BOTTOM OF FABRIC

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

CORNER, END, OR PULL POST

LINE POST

9-GAGE STEEL TIE WIRES

(TYP.), (12 O.C. MAX.)

CHAIN-LINK FABRIC (9 GAGE,

2" MESH)

BOTTOM OF FABRIC

BOTTOM RAIL

CONCRETE BASE

GRADE LINE

TENSION BAND (15" O.C. MAX.

& W/IN 4" FROM TOP &

BOTTOM OF FABRIC)

TENSION BAR TO ENGAGE

EACH FABRIC LINK

3/8" CARRIAGE BOLT W/PINNED

THREADS

PULL POST

#8 AWG SOLID COPPER WIRE

MOLDED EXOTHERMIC WELD

OR APPROVED CLAMP-TYPE

FITTING OF COPPER

3/4" DIA. COPPER-CLAD STEEL

GROUND ROD

END TWISTED AT LEAST

THREE FULL TURNS

DOUBLE RAIL END

3/8" PLAIN PIN RIVETED FLUSH

(TYP.)

SECURE SIDE

LOCK PIN, TYP

TENSION

BAND DETAIL

NOTE:

PROVIDE BRACE PANEL WHENEVER RUNS EXCEED 500 FEET

10.

11.

NTS

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

CHAIN LINK FENCE

SCALE: NONE

C-502

STEEL POST SCHEDULE

USE AND SECTION

CORNER, END & PULL POSTS

TUBULAR - ROUND 2.375" O.D.

1.90" O.D.

PEDESTRIAN GATE

SCALE: NONE

C-502

GATE OPENING GATE LEAF

36" MIN. CLEAR WIDTH

FENCE FABRIC

GATE POST

HINGE

TRUSS ROD

VERTICAL BARBED WIRE

APRON

TOP TENSION WIRE OR RAIL

AS SPECIFIED

3 STRANDS BARBED WIRE

BRACE RAIL

LATCH

BOTTOM TENSION WIRE OR

RAIL AS SPECIFIED

GRADE LINE

10.

11.

12.

LINE POSTS

TUBULAR - ROUND

BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTIONS

C-SECTIONS (ROLL FORMED)

MIN OUTSIDE

DIMENSIONS

(NOMINAL)

1.66" O.D.

1.50" SQ.

1.625"x1.50"

1.625"x1.25"

NOTES:

A. WIRE TIES, RAILS, AND BRACES SHALL BE

CONSTRUCTED ON THE SECURE SIDE OF THE FENCE

ALIGNMENT. CHIAN-LINK FABRIC SHALL BE PLACED ON

THE SIDE OPPOSITE THE SECURE AREA.

B. ONLY 9-GUAGE GALVANIZED STEEL TIE WIRES SHALL

BE USED FOR FASTENING THE FENCE FABRIC TO FENCE

POSTS AND RAILS. 16-GAGE, STAINLESS STEEL, TIE

WIRES SHALL BE USED FOR FASTENING FENCE FABRIC

TO TENSION WIRES, HOG RINGS, SHALL NOT BE

ALLOWED ON SENSORED FENCES.

C. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL

ENDS USING 3/8" CARRIAGE BOLTS AS SHOWN.

ADDITIONAL HOLES SHALL BE DRILLED THROUGH THE

BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE BOLTS

PASS THROUGH THE BOTTOM RAILS AS SHOWN.

PRE-CAST CONCRETE PARKING STOP

SCALE: NONE

C-502

TOP OF REINFORCING BAR

FLUSH WITH TOP OF

CONCRETE

2 #4 BARS

CONTINUOUS

3/4" REINFORCING BAR

EMBEDDED 18" INTO

SUBGRADE

7/8" DIA

HOLE

I N

BASE COURSE ROAD/PARKING

SCALE: NONE

C-502

ABA CONCRETE PAD & STRIPING DETAIL

SCALE: NONE

C-502

CONCRETE PAVEMENT

SCALE: NONE

C-502

6" SLAB ON GRADE

WITH REINFORCING

CONTRACTION JOINT

SEE NOTES A

4" BASE COURSE

SUBGRADE PREPARED

AS SPECIFIED

NOTES:

A. CONTRACTION JOINT SHALL BE MADE, CLEANED OUT WITH COMPRESSED

AIR, AND FILLED WITH SEALANT AS SPECIFIED. SEE DETAILS.

B. INSTALL 1/2" PREMOLDED JOINT FILLER FULL DEPTH WHERE CONCRETE

PAVEMENT ABUTS BUILDING OR ANY RIGID STRUCTURE.

C. PROVIDE PORTLAND CEMENT CONCRETE TYPE AS SPECIFIED.

D. PROVIDE #4 REBAR AT 12" O.C. EACH DIRECTION WITH 3" CLEAR SPACE ON

ALL EDGES.

11' 5' 9'

26'

CONCRETE

PAD LIMITS

4" WIDE WHITE

TRAFFIC PAINT,

TYP.

ABA SYMBOL,

SEE DETAIL C-503

PARKING STOP

DETAIL 5

JOINT SEALANT DETAIL

SCALE: NONE

C-502

WIDTH OF SEALANT

RESERVOIR = 1/2" MIN. 5/8"

MAX.

DEPTH OF SEALANT = 1.0 TO

1.5 TIMES THE WIDTH OF THE

SEALANT RESERVOIR

DEPTH OF INITIAL SAW CUT =

1/4 SLAB THICKNESS

1/8" TO 1/4" BELOW TOP OF

PAVEMENT

PAVEMENT SURFACE

POURED JOINT SEALER

SEPARATION TAPE

JOINT BOTTOM

INITIAL SAW CUT

CRACK

BUTT JOINT

PREFORMED JOINT MATERIAL

10.

11.

12.

CONTRACTION JOINT EXPANSION JOINT

CONSTRUCTION JOINT

3/4"

MIN

CTJ

C T

LEGEND:

CTJ CONTRACTION JOINT, SEE DETAIL 2

6" COMPACTED BASE

COURSE MATERIAL

SUBGRADE PREPARED

AS SPECIFIED

NOTES:

USE SILICON SEALANT THAT MEETS ASTM

D5893/5893M. INSTALL PER

MANUFACTURER'S INSTRUCTIONS IF

DIFFERS FROM THESE DETAILS OR SPECS

C-502

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SEE PLAN FOR WIDTH

CROSS SLOPE IS 2% 12"

SEE PLAN FOR WIDTH

CROSS SLOPE IS 2%12"

Y P

SIDEWALK SECTION - TYPICAL

SCALE: NONE

BROOM FINISH

GRADE

6x6 - W1.4 x W1.4 W

1'-0" DIA

BOLLARD DETAIL

SCALE: NONE

FINISH GRADE

ENCASE GUARD POST IN

CONCRETE POST.

PAINT YELLOW

4" DIA STEEL PIPE (GUARD

POST) CONFORMING TO ASTM

A120, FILL WITH CONCRETE.

C-503

(TO HOLD GATE OPEN)

4.0" OD

6' TO 13'

MORE THAN 18'

13' TO 18'

8.625" OD

6.625" OD

6' OR LESS

(NOMINAL)

GATE LEAF WIDTH OUTSIDE DIMENSION

2.875" OD

2.5" SQ

(NOMINAL)

GATE POST SCHEDULE

ELEVATION

PLAN

OFFSET HINGE

STANDARD HINGE

GATE KEEPER

LATCH

ASSEMBLY

DROP ROD ASSEMBLY

DROP ROD

FOUNDATION

10"

A. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE

TO CLARIFY REQUIREMENTS AND ARE NOT

INTENDED TO LIMIT OTHER TYPE OF FENCE

SECTIONS AND METHODS OF INSTALLATION THAT

COMPLY WITH THE SPECIFICATIONS.

B. SWING GATES SHALL BE CONSTRUCTED WITH DROP

RODS, PADLOCKS, LATCH ASSEMBLY AND GATE

KEEPERS EXCEPT AS NOTED.

C. ALL GATE FRAMES SHALL BE A MINIMUM 1.90"

NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE).

GATE FRAMES SHALL BE OF WELDED

CONSTRUCTION OR SHALL BE ASSEMBLED USING

HEAVY FITTINGS. AT CONTRACTOR'S OPTION A

WELDED HORIZONTAL BRACE MAY BE USED IN LIEU

OF TRUSS RODS TO BRACE ALL WELDED GATE

FRAMES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE PROPER RIGID

CONSTRUCTION OF ALL GATES SUPPLIED.

D. COMPLETE AND SUBMIT SHOP DRAWINGS FOR

REVIEW AND APPROVAL.

NOTES:

3 STRAND BARDBED-WIRE

APRON ON EXTENSION ARMS

TOP TENSION WIRE OR RAIL

AS SPECIFIED

BRACE RAIL

GATE OPENING

TRUSS ROD

LEAF

3'-10" FOR POSTS 8

" O.D.

3-'4" FOR POSTS 6

" O.D.

3'-0" MIN FOR POSTS < 4" O.D.

16" DIA. MIN. FOR GATE POSTS

< 4"O.D.

24" DIA. FOR GATE POSTS

OVER 4" O.D.

CHAIN-LINK FABRIC (9 GAGE,

2" MESH)

2" MIN; 2" MAX FOR SENSORED

FENCES; 5" MAX FOR

NON-SENSORED FENCES

BOTTOM TENSION WIRE OR

RAIL AS SPECIFIED

GRADE LINE

3 HORIZONTAL STRANDS OF

BARBED WIRE

GATE FRAME

DIRECTION OF GATE SWING

1/2" DIA DROP ROD, INDUSTRY

STD

LATCH ASSEMBLY

HINGES

BASE COURSE/FEILD

SURFACE

1" ID STEEL PIPE

6" DIA. CONCRETE

SAND/GRAVEL

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

DOUBLE SWING GATE

SCALE: NONE

C-503

4'-0"

7 1/2" 4"

1'-0"

FOR PAVEMENT MARKING

SCALE: NONE

ABA PARKING STALL DETAIL

1. HANDICAP SYMBOL AND BORDER: COLOR:WHITE

FED. STD. NO. 17875

2. BACKGROUND COLOR: INTERNATIONAL BLUE FED.

STD. NO. 15180

NOTES:

C-503

12" MIN.

(TYP.)

2.5" THICK NEW BITUM. SURFACE COURSE

BITUM. PRIME COAT

SAW CUT, FULL DEPTH (TYP.)

BITUM. TACK COAT

EXIST. A.B.C. TO BE

PROTECTED AND REMAIN

UNDISTURBED TO PREVENT

LOSS OF DENSITY AND

SUPPORT UNDER EXIST.

BITUM PAVEMENT

6" THICK NEW AGGREGATE

BASE COURSE (A.B.C.)

TRENCH WIDTH AND

BACKFILL TO

COMPLY WITH SPECS.

ASPHALT PAVEMENT REPAIR

DETAIL FOR UTILITY TRENCHES

SCALE: NONE

C-503

12"

EXPOSED COMPACTED

BASE COURSE

6" THICK BASE COURSE

UNDER PAVEMENT

NEW PCC PAVEMENT

BASE COURSE TO PCC TRANSITION SECTION

SCALE: NONE

C-503

NOTE: SEE GENERAL NOTE 2 ON CS101

C-503

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AutoCAD SHX Text

6 IN. COMPACTED SUBGRADE

AutoCAD SHX Text X

AutoCAD SHX Text

APPROX.1

AutoCAD SHX Text

APPROX.1

COVERFRAME

24"

7 7/8"

3/4"

25 3/8"

MACHINED

TYPICAL MANHOLE COVER AND FRAME DETAIL

SCALE: NONE

C-504

SHALLOW SEWER MANHOLE

C-504

12" DIA

REMOVABLE BOLLARD

SCALE: NONE

CONCRETE POST.

ENCASE BRACKET IN

CONCRETE POST.

HINGE

FINISH GRADE

4" SQUARE METAL

TUBULAR COLUMN

REMOVABLE PIN LOCKABLE

WITH PADLOCK

C-504

SCALE: NONE

TWO-WAY SEWER CLEANOUT

24 IN. X 24 IN. X 4 IN.

CONCRETE PAD

FINISH GRADE

SEWER PIPE

CONCRETE

LONG RADIUS 1/8

BEND

COUNTERSINK HEAD

PROVIDE SCREW TYPE PLUG

SLOPE TO DRAIN

AWAY FROM

OPENING

C-504

FLOW

TOP SLAB SHALL BE

PRECAST IN

ACCORDANCE WITH

ASTM C-478 AND SHALL

USE A FLEXIBLE "O" RING

GASKET WHICH

CONFORMS TO ASTM

C-361

EXTENDED BASE SLAB IS

OPTIONAL

GRADE

BENCH

INVERT OF CHANNEL

SET MH ON #57 SIZE

GRANULAR STONE

MATERIAL

NOTES:

LIFTING HOLES SHALL BE

PROVIDED IN BASE AND TOP

SLAB

RISER SHALL HAVE A

MONOLITHIC BASE

PLASTIC COVERED STEEL

MH STEPS

PIPE OPENINGS 4"±

GREATER, THAN PIPE O.D.

48" MH SHALL BE USED WITH

24" AND SMALLER PIPE.

PRECAST CONCRETE BASE

AND FLAP TOP SLAB, ASTM

C 478, USING TYPE II

CEMENT.

FILL ANNULAR SPACE

WITH NON-SHRINK

GROUT. FOR PLASTIC

PIPE, A RUBBER

GASKET IS REQUIRED,

DETAIL 4/C-504.

12"

24"

48"

12" 12"

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6" MAX

12"

8" MIN

PLASTIC SEWER

PIPE

℄ OF PIPE

ALL GROUT SHOWN

SHALL BE NON SHRINK

FOR BOTH ADAPTERS

FLEXIBLE PVC ADAPTER (ASTM D5926) SHALL BE

STRETCHED OVER PLASTIC PIPE AND GROUTED IN

PLACE AT ℄ OF MANHOLE WALL. THE ADAPTER SHALL

BE DESIGNED TO PROVIDE A WATERTIGHT SEAL

AROUND PLASTIC PIPE.

GROUT

PRECAST

CONCRETE

MANHOLE

℄ OF MANHOLE WALL

FLOW

PLASTIC PIPE ADAPTER INSTALLATION

C-504

SEE PLAN

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SCALE: NONE

C-504

WEAVE FABRIC INTO RIPRAP

MIN. 2 FT AT UPSLOPE END

OF BLANKET

COMPACTED SOIL

WRAP FILTER FABRIC A MIN.

OF 2 FT AROUND BASE OF

ARMOR ON DOWNSLOPE

END OF BLANKET

MIN. THICKNESS = 2D

COMPACTED

SOIL

RIPRAP POND INLET SECTION

SCALE: NONE

C-504

NOTE: D

= 6 INCHES

SEE SPEC 31 00 00

BOTTOM OF BASIN

TOP OF

SURROUNDING

GRADE

C-504

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